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Home My WebLink About20171650 Ver 1_B-5687 FINAL Culled plans for environmental permitting_20171221� � �� ' `� l� � �, �� s� � ', ��_c-�� 1��1�� 1�" ��(� Il�- �s��' � WARRE1�l CD U1�1 T Y PROJECT RCFERENI'C N . �T��C'o ]I3—�� _ I�ItO1GCT V . .w.PROJ.NO. 45641.1.7 LOCATI0111: BRIDGE NO. 43 OVER SHOCCO CREEK 011i SR 1620 (LICKSKILLET ROAD) TYPE OF WORK GRADI11rG, PAVING, DRAIIIIAGE A11tD STRUCTURE BEGIN PROJECT B-5687 -i - c-rn ii�-Gnnn T�-� :-h'r7�`� �; - \ -- `,PRIN�;�, ,RG� -- -- THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY III. . , GRAPHIC SCALES 50 25 0 50 100 � PLANS 50 25 0 50 100 I PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) DESIGN DATA ADT (2011) = 380 ADT (2025) = 760 V = 55 MPH CLASS = LOCAL SUB REGIONAL TIER 6EG/N 6'RIDGE i -L- �lo.l=r+^i(7n\ � � � � '^r'^ %t,:_r� U��lt `_=�KILI L-1 F',_! --. � ---i -- . i � � * � f � _ �` ' � � �', H_F��IN �APPP,JACH SLaB -L- �ro. ; ? r16.'6 PROJECT LENGTH LENGTH ROADWAY TIP PROJECT = 0.126 MILES LENGTH STRUCTURE TIP PROJECT = 0.026 MILES TOTAL LENGTH TIP PROJECT = 0.152 MILES END C�l;'IO�E -L- Sta. 15+C��94 ENJ APPh�ACH �L�7B i -L- Sto. /?+75.�4 / i � . t , x. �' �------.,e----------.�a----- �" � rn � '. F�epar�°d in tY,� Ofrice of Natch hPaff MucL�onald fn� DIVISION 5 NORTH CAROLlNA DEPARTMENT OF TRANSPORTATION 2018 STANDARD SPECIFlCATIONS RIGHT OF WAY DATE: TIM JORDAN, PE JUNE 12� 2��7 PXOJECI bNGINEtR TRENT CORMIER, PE LETTING DATE: �„�D��,�s Ln��,�� MAY 23, 2018 NCDOT CONTACT: LISA GILCHRIST EI �°,i �3 ��P �P END P —L— S — — TO P�ARI< TUWN P,D ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER P.E. �� I SHETCS SHIEaCT � IIFSCRIP'IION DOCUMENT NOT CONSIDERED FINAL � UNLESS ALL SIGNATURES COMPLETED PLANS PREPARED BY: M PO Box 700 Fuquay-Varina, NC 2752b (919� 552-2253 MOTT (9191552-2254 �Fax� MACDONALD wwv..monmoc.coMamericas LICET�SE NO. F-0669 �� ICA ICA Engineering,lnc. 5121 Kingdom Way, s��,e ,00 Raleigh, NC 27607 NC License No: F-0258 � �� a 0 � 0 di 0 v 0 � U 0u� �� J�LLI �lS. � �U t� OI ;i d ti� � p L CJ�y + r C L Q 0 iL SEE TYPICAL SECTIONS BREAK POINT ,` oA.��?'��AR��'1'�,. .�24��FE55/pN:s�: SEAL " i 022966 i ° � `�''F'YG I NFEV�`� �`��`� •'.�e , � �o�. �'� � S.II ryov+e��• DOCUMENT NOT CONSIDEREO FINAL UNLE55 AlL SIGNATURES COMPLETEO � � 2 d � E� d� � t� �m v<J a � � �� s �J� � o �� : SY DETAIL A TOE PROTECTION � Noi io 5cale� �o g ROU p� � 3�F`�S\oP d�� eme.�ae d= i F. Type of Liner= Class 8 Rip-Rap -L- STA.11+70 TO 12+20 RT -L- STA. 17+10 TO 18+50 LT Eivn1-I •7 DETAIL B BANK STA8ILIZATION �Noito 5<ole� `��.. Hw5 /I — — EXCAVATION l /J GEOTEYiILE —' � J CL II RIP RAP FILL J '� Type of Liner— CL455 II RIP RAP -L- STA. 14 I� 70 -L- STA. 15+35 O E B HARRIS & ANNE T HARRIS DB 899 PG 83 -L- POT Sta.11+50.00 +20 -L- 30.10' L7 \ _ 55' LT \\ \ JL �T �r� P�E P�E � P�E � � +50 -L- z` 2995 '�, � ��' �, • 40' LT ry0�� aP � a �P O O � � OUANTi i Y FOR E�:LAVATION UMIT; I�" IN�LUDED m� ur�c�ns�iFiE�> >r�urTunE �x��AvnTiord ceNTF_e I..IiaE nF [REEe is P�OPEaTr uNE I 0� JSTB-� - �C �/ / +05.39 -L- I - � ` / J 2 40' LT O 55' L7 `� � � S' '� e�" � P C SEAMAN JR & OTHERS CLASS 8 RIP RAP . � �� ' ND REFERENCE EST. 7 TON - � E5T.5 SY GEOTEXTILE � �, - � BM-'_ \, ��. zB � � � � �b ' �S \. �. EXCAVATION 15" CSP , ' LIMITS . . \ � CL455 II RIP RAP ' W2 ELBOWS �� V � � �� V � az �ISTRUCTURE PAY ITEM) +75' LT . � �ruE vuBEGIN SBG��e �..p� PUE r ru� � vue—�—ruE- vue vue�puE— +bl LT rl� �� \ lo B � �� +90=L- �. +00 -L- � � ' T � �T l7YPJ'* ,. ./71 ao� �T � � . � _ / . . �. �, . i � i � 55' LT ` - N 30° 3i' _ _ I�_ _ F 426" E � �. ' � E„< N��_ --_._—� - `_ � _ . ,o ✓,F _ _ . _. _ .�� R�� . - � sa �-,�'� ; 30-05' RT � . i 45' RT / TOE PROTECTION i / SEE DETAIL A � °' - EST. 25 TONS RIP RAP E5T.60 SV GEOTEXTILE O-L- PC Sto. 13+00.00/ E B HARRIS & . ANNE T HARRIS _ . � DB 899 PG B3 . ENVIRONMENTAL COMMITMENTS: - BEST NJ+NAGEMENT PRP.CTICES FOR BRIDGE DEMOLITION AND REMOVAL WILL BE IMPLEMENTED DURING THE REMOVAL OF THE EXISTING BRIDGE. - THE BRIDGE WILL BE REMOVED FROM THE TOP DOWN, FIRST REMOVING THE ASPHALT WITH CONTAINMENT MEASURES IN PLACE TO PREVENT ASPHALT FROM DROPPING INTO THE STREAM. THE MEfHOD OF CONTAINMENT WILL 8E PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. THIS WILL BE FOLLOWED BY REMOVAL OF THE DECKING, GIRDERS, E7C., AND FINALLY THE WOODEN PILES. AN ATTEMPT WILL BE MADE TO REMOVE THE PILES; HOWEVER, IF THIS CANNOT BE ACCOMPLISHED WITH MINIMAL SUBSTRATE DISTURBANCE, THE PILES WILL BE PINCHED OFF ONE FOOT BELOW THE MUD LINE AS DIRECTED 8Y THE ENGINEER. THE CONTRACTOR WILL NOT BE ALLOWEO TO DRAG REMOVED TIMBER PILES ON OR ACRO55 THE STREAMBED. - IF STILL PRESENT AT THE TIME OF CONSTRUCTION, A FALLEN TREE CROSSING THE STREAM BELOW THE EXISTING HRIDGE WILL BE REMOVED TO PREVENT POTENTIAL BANK EROSION CAUSED BY THE TREE. THE ENGINEER WILL EVALUATE IF THE ROOT BALL CAN REMAIN IN PLACE. THE REMOVAL OF THE TREE IS CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING. EXISTING TIMBER ABUTMENTS WILL BE COMPLETELY REMOVED. � G$EU�TL3 -; . ,. 1 � � -� � i�� - __.. ,__ � ,_ Nt � � �� 1�� . � � ^Y I �+oo -�- � . � � , � 45' RT � +Oi39 -1-� � \ j y. � 45' RT i � 55' RT I � � � " -L- PT B Sta. I4+05.39 - - - - ��\ � CtA55 II RIP RAP J 1 1 �STRUCTURE PAY ITEMJ USE IMPERVIOUS DIKE \\ � NCDOTSTANDARD BMP �� ALONG STREAM BANK TO DEWATER AND ISOLATE ADIACENT WORK AREA TO INSTALL PROPOSED INT. BENT IN THE DRY. INSTALL BANK STABLIZATION SEE DETAIL B EST. 355 TONS RIP RAP E5T.175 SV GEOTEXTILE USE IMPERVIOUS DIKE NCDOT $TAN�ARD BMP ALONG STREAM BANK TO DEWATER AND �SOL4TE ADIACENT WORK AREA TO MSTALL PROPOSED INT. BENT IN THE DRY. INSTALL BANK STABIIZATION SEE DEfAIL B EST. 75 TONS RIP RAP EST.140 SY GEOTEXTILE v . GREU-TL3 I .'., . �, 1A�� . _ � _ -.-. -- _-_ _ - - _ . - - _ _ _ . _ _ �. '. . � L -- F�' � o -- - - ,. ,' �'� N 25° 59' /7,9 E - _ � � � - - -� �- _�- .. �, — N 27' 44' 45.0" E . GREU-TL3 . _ _ — — — .. _ ._ . .. _. _ -�_ - _ - -�--�----�r��.�-- , __ � � TOE PROTECTION _SEE DE(AIL A EST. 65 TONS RIP RAP �i j EST.1W SY GEOTEXTIIE /T &� PUE PUE .,�._ —� - PT +50 -L- -65 -L- �� 30' LT 30.10' LT � 40' LT 50' LT rue ruE—r�.��. v :� � � _ �w�a� � - \ . �\ � � -y, � 1 � �w,A ., �� - � � +90 -L- � 45 RT � � � \ ....L� �55'RT wie---}._.---------w�s_--_.-' .:� m�. - �- - � " r d I � �\ 3 � � �\ � \� _� q CLEMON KEARNEY \ '1-. �B B88 PG 837 M\ * { �\ � CEMTER LINE G� C�EEn ii FR��PE�7Y _INc IMPERVIC�US DIK� ��HALL BC i=ONSIDEP.ED INCIDENTAI_ TO THE REMQV�L. uF TNE EXI_TINi� STRUCTURF -L - Pl Sto 13+52.72 Pl Sto 20+12.50 p= 4° 32' 24.7" (LTJ p=/° 45' 27.1" (RT1 D= 4° l8' 28.6" D= l° 24' 2l7" L = /05.39' L = 125.00' T = 52.72' T = 62.50' R = 1.330.00' R = 4,075.00' 50 -L- 30' RT 45' RT �IFL�. ��7I';i11�A��, ��J� ��QI�I�F1�� FOR STRUCTURE PLANS SEE SHEETS S-1 THRU 5-24 �� 5 LL� 6 i ^ m N � M O a ^ �� s = �� o � o —;r � : S Y � � a\ GRAPHIC SCALE 25� PLANS 25� PROFILE (HORIZONTAL) 5YG�G� PROFILE (VERTICAL) � � � � �� : �� i � � �� -i � � �� i .1 � �� II� I � � I � I (�) \ (�) I � 1-I I � � I-I \��" . �� 1 " � I'' I.'� :`�� I�(�� I'� I'' I'� (�� I'' (�) � I�� I1� II-I I � i I-I �� . �� 1 � 1: I'� C�) � I (�) \ c � (�) \ " I � I'� (�) I . BEGIN TIP PROJECT B-5687 -L- POC STA 11 + 50.00 SHOCCO SPRINGS ROAD THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY WITH THE RLGULATIONS SET FORTH BY THE NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 1, 20I6 AND 1SSU6D BY THE NORTH CAROLINA DEPARTMENT OF ENV/RONMENT AND NATURAL RESOURCES DIVISION OF WATER RESOURCES. WARREI� CO U1�TY �� i�� v�d �� v �� 1�� VIE]E� �l[�� ]E]E]� -L- STA 14+27.06 -L- Prepared !n tf� Office of: H�� I �C�e► ICA Engineering,ln<. 5121 Kingdom Woy, s��e ioo Roleigh, NC 27607 H� u�e�,e Na F ozsa Deslgned by: ALEXANDER D. SNIDER, PE 3064 NAME LEVEL 77( CERTIFICATION NO. END BRIDGE -L- STA 75+64.94 SR 1620 (LICKSKILLET RD.) ti�`� g3 ��P r1P� END TIP PROJECT B-5687 -L- POT STA 19 + 50.00 TO PARK TOWN RD -� ReVleWed ln tle Offlce of: ROADSIDE ENVIR011tMENTAL U11IIT 1 South Wi/mingron St. Raleigh, NC 27611 2018 STANDARD SPECIFICATIONS RevieWed by: DONALD PEARSON, EI CPESC preas srems eamat=r a�m�(s rea sxecr rorn� sxeeTs e�= �•,� 7 E�1 ere'Ia Pflol.tm r.sPBol.Nn DR9(8umoer ERO�ION A�D �E�I�IENT �ONTROL MEA�iI� � � � if�a.�,i Teon�o,ary ��9� IID�f�6 ,a ��4 �e,��mrar� �o�ersoom � ,� � 1`rX�,�l �ennpornr7 �i�E r'emce _ _ _ _ _ _ _ _ _ _ _ _ _ 1�.�1 �Q�ecia� �e.d�iauemt �omGro� p'emce _ _ _ _ _ 1 1 I'empom�ry 13erons nwd. S�o�e ��61IDP. .. . . . . .. �~ 1 ��i S61e Il$asao� "Tree ]6 . . . . . . . . . . . . . . . . . . . � 1��1 'Il'e��mxaay Ro�k �alt Clie�k �y�,e=.� � �e��,oaaP� �o�� sa�t c:�,e�� y�e�.� w,t� O Nfl�o-tSmg �vd �ofl�a�g�l�a��d�e 6��NgD � 163S.Q'3 �'ed��oP��9 �8m�k S;9E �'V�e�Ik °ll'sre-]�_ _ _ _ _ _' W,etle % Cod� �'[6=� W�ttle- - - - - - - - - - - - - - - - - � -'"- 0 watt�a6'co;e �;bor wet�ia � .dnt90 �o1�acPs'Oano��e QIDt�M1D 1634.�1 �e��eraeo Roc➢� �eds�emt ➢��su °J["a�e��_ _ _ _ _ _ 1 'f�Q'L 'll'em,�o�ar9 ff$m�� P�om��r Il�,�� '�'r�P �. _ � i�.�1 IBo�Q� Pa@� I 1 t�e�� oo� 'll'Pan `�'y��-� _ � 1�4�Q�i Ra�k Po�e I 1��e�Vs�,e�o� �C'Par '�"yw� �3_ � 1�iQ.Q4 Sr;�L'„g ➢�syo� � l��i rJ-�ecia� �Ei��img ]�nsun_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � �o�k de�le& �e�li�newk "d°rtmp: i�axpi �r�e � AD i6�� ,�� . _ - - - - - B � 1��3 '�'y�e C' . . . .. ... . . ... . . .. . . . . . . .. . .. . . Ca 5k;�,�er �aa;n � �I'�ere� �k�smever II$ns�n. � Imf�ltr�c�on 93as;� _ _ � TI�IS PROJ�CT CONTAINS �ROSION CONTROL PLANS POR CLT �IiING :1ND GItUBBING PHASC Or COi�'STRliCTIOv. I:NVTRONM�NT.ALLY SENSI'I'IVE �aRF.�1(5) EXIST ON TFI1S PROJECT Refer To E. C. Special Provisions for Special Consideratio»s. THIS PROJECT HAS BEEN DESIGI�ED 1'O S�NSITIVC R'AT�RSH�D S1'A.n'DA1tUS. Roed��uy Stxndurd Drxsa�ngs "fhe following roadwuy english smndzvds as aVPear in "lio�dway S[andurd Urmvings"- Roudwuy Design l"nit - N. (:. Uenartment of "I'ransportvtion - Itulcigh. N. C., dated JUnuary 2018 and the Intest rcvison theretu are upplicablc to this project und by referenec hcreby un considcrcd a purt oF these plaus. 16U4.01 finilroad 1?rocion Control Detnil 1632.01 Rocic Inlet Sed'uncut Trnp Type A IGO5.01 Temporan• Sil[ Fence I632.02 Rodc Inler Sediment Trnp Type 13 I606.01 Spcciul Scdimcnt Control Fcncc 1fi32.03 Rocic [nlet Sediment'1'rap 'Pype C I60Z01 Uravel Construction Isntrance 1633A1 Trmporwy Rouk Silt (]heck Type A 162:.01 Tempora�ry Berms and Slope Drains I633.02 Temporury Rocic Silr Cheuk Type B 1630A1 Riser Rusin 1634.01 'I'emnorary Rocle SeJiment Uam 'I'ype A 1630.0? Sih Basin l�rpe 13 1G34.02 Temporan� 2uck Sediment Uam "f��pe B 1630.03 "I'emvorary- Silt Uitch 1635.U1 Rock Pipe Inlet Sediment Trap Type .� 1630.04 Stillin� Basin 1635.02 Roelc Pipe Inlet Sedimcut Tre�p Type 6 1630.05 Temporary Diversion I640.01 Coir fiber B�ffle 1630.06 Special Stilling l3asin 1645.01 Temporury Streum Croesin,� I(r31.01 Mutring Instullation WATTLE WITH POLYACRYLAMIDE (PAM) DETAIL EXCELSIOR WATTLE 2' ( MAX . ) MATTING 2 IN. _ .Gc�1� SLOPE �� ISOMETRIC VIEW 2' UPSLOPE STAKE , �> :� � ti� , , / � K ' \ \ � '� ih� �. \ � `�%': CROSS SECTION VEE DITCH S I t C- EDGE OF PAVEMENT 2' DOWNSLOPE STAKE ee nse / 2' UPSLOPE �� STAKE T��, � / � , � �� r � � � � " :v�, , �' �� .k, � x TURAL GROUND NATURAL GROUND �% �i �� i MATTING � �'� �� \ 2' DOWNSLOPE CROSS SECTION STAKE TRAPEZOIDAL DITCH FLOW -- NOTES: USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE. USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION. ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL. INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS. PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT TO BE APPLIED TO EACH WATTLE. INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN. � PAM -,� �� i'�.�-��, �z oz.� %' � AMJ ��' '-PAI INSET A �� Z' � INSET B �1 oZ' � INSET C , ' �\�\��\��, -- x \ \��\� / � .S N1 �� ZII(M��IV.� / %UPSLOPE �" ; ,�� ; /DOWNSLOPE� STAKE �� ,��r� STAKE � �.� i , 4 / /// � � ' � � PAM / � �� ; � x,h �` � � 1 OZ. ) VAR. 'u�V ��` �,Yx PAM—� � ��;;+ �—�See Inset B �i oz.� ,`�� \ � 2'(MIN.� � <�i 6'(MIN,) �? , - , �; / ✓ �.<: � ' /� TOP VIEW , � MATTING�� TEMPORARY ROCK SILT CHECK TYPE 'A' WITH EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM) SEDIMENT CONTROL STONE STRUCTURAL STONE 1' MIN EXCELSIOR MATTING FLOW B-- � ll A `� J - `� A , n.. ., J _ vJ. c; , � `'a o�a o`� � �� `,a� --�o ��a � O � p O D �'J ID �LD n. �� O D� G D � � `�G� ��7 .�.`��L' � �O �. �. �O �J � �p�oo�c c��v�+ �o�' c�i' �,�opJop�Jc �%✓ � G �O � ��' % O r.=, �cf7 � �G �� p L. p p p �/� /', O �^ C� �^ D � O. ��(� � •��'O � rG� nGOG� -0 0 0'J�? o O`� o`� ��'�. � r7 r� �� r� �G � ��'-, � �O � "'� � �0 � � ,�- ��- ,�Z��o`O� aJQ � ooG�¢o�60�,� �,—� ^r, _ � .. ^�, �� , ��o,�o �� u��',`-f,�`��vo ,.� ` o � � � � � o ��go��,'�� o�0�,�4'0�' ,� '= ff]],�v� c� m� // � p O C� p G D p ' C�7 C D�- / �.O "� �+�' �.� � J � � � � � � ��G occo`�c� o � -��o o � / ; c'J � � '= � = `°? c� � � �=�'n B EXCELSIOR MATTING PLAN 2/3 CHANNEL WIDTH �`� � �' �� o� � _ � � �.� �� ;��.� ��..� ��,y� �^�� h � ��: � / SECTION A-A See Inset A NOTES: INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN ACCORDANCE WITH ROADWAY STANDARD DRAWING N0. 1633.01. USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE. PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT TO BE APPLIED TO EACH ROCK SILT CHECK. INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM) TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES. INSET A CLASS B STONE 1' MIN_�_�, �`'c° H = 2' MIN �' � � � �. � � �- i `' " o `'� o "�" o `- �'O �-�.`O r�'O r'� O �`O SECTION B-B 12„ EXCELSIOR MATTING �i — CLASS B STONE Pv�-?T TO ��- ��E II�I��I�I(�)\ (�I�� HI��I-I\�V� �1"� �"I� �'l�l�: (�I�� \(�I'�"l�l �I � �.�� ['�(�)I.I \ � SOIL STABILIZA T101� TIMEFRAMES >�l l ,�_ 1;�� >��'�',�r'l �' l l�!l� _�> I ,�C�li l �-�,�T 1��:�1`�� T 1�� 7 i�;r � r �',�1 ��i'� � � ,A' �� '� �';_ /; -��,� ,�. PERIMETER DIKES9 SWALES9 DITCHES AND SLOPES 7 DAYS NONE HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE SLOPES STEEPER THAN 30l 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2019 14 DAYS ARE ALLOWEDo SLOPES 3alOR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTHo ALL OTHER AREAS WITH SLOPES FLATTER THAN 4el 14 DAYS NONE,EXCEPT FOR PERIMETERS AND HQW ZONESo DETAIL A TOE PROTECTION � no� m s�mel � re� NA7URA� \ °� 5\ap0 GROUNO � F`\ d Geete.�ile d= 1 Fi. Type of Liner= Closs B Rlp-Rop -L- STA. 11+70 TO 12+20 RT -L- STA.17+10 TO 18+50 LT DETAIL B BANK STABILIL4TION �N �ro xaiol r%;� �ws �1 EXCAVATION � S GEOTE%TILE Cl II RIP RAP FILL r f Type ol Liner- CLA$$ II RIP RAP -L- STA.14+70 -L- STA. 15-35 �� - n;ti / / �li =l " / / // � i U� /__-_-__i / / / � � / � / _ _ O �/ �/ �/ �� E B HARRIS & � � � �� I �� ANNE T F�RRI� � I _ I e - _ D6 899 �G �3 � _ �2� / � � I - , �,,' _-\` L\ �i � � tl - _I �� - �� '� 1 � I I �� _�� t� 1 � I� � � z'Sr-�_�� / �, �-,F� �� w'I � � `� \BEGI PROJECT B-5687 Q,� � - ; � � I�.I j �i d- POT SYo. 11+50A0 iti�� cuss a rsir rsnr i� [3M-i / � / I � -- --� _ esr. i roN i ;' � �� I � I � II \ \\ � \ \ - EST. 5 SV GEOTE%1'ILE / � / +2�-L- � (' � \ I 3se�irT I i � W000s �� BM-2 -� � ��, .,4. I .in"�'`'c:- \ 50�T�kPER � t5" csr \\ �,d � �� ``n�^�4'an Li Rr `R� W2 ELBOW$ ;-t, � l P�EsN �E,: : . � . . �E �''-"' �;� E ;r, E : � PUE b � \ � BEGIN SBG � \ J \ +61 LT 1 � °°s ' ��. \ � � X� _' � � _,� 1 - _�� — �_ �. ��Ao �-- - - - ��—' - l � LICKSK/[.[� Rp SR �7 �� .. -.�i- �._ 2�6BST i L� _ � � �„� . � � I i�+,r', �"�"-`` \, i �� A �/I�I / 1 \ \ \ \ I I � / 1 � \ � i 1� I I� / �` i TOE PROTECT�N W��P� I '� � � / ' SEE DETAIL /� i i = . EST. 25 TON6' RIP RAP J � I. . � EST. 60 SY ,GEOTEXTILE / ` � -'� — — ry� _ O / �. I. � I �� i i .� -L- SYa. l3-NX7A0 ' � ' i \ E B HARRIS & � ,� � '`�' � ANNE T HAR�IY� �`"�, j �j� � � � DB &99 PG f� � � j \ I '. I c;..� � . � � � � / . ' � \ / , I �� \\� �\� �� / �� - . I e � � _ _i � � � � � �- ' � \ _ 1 � � � . _ � � . � . V `� i . � _. � \\ \� ' `\ � � \\� I � - / I \ I ��\ 1 � 1 , , � �� I I � \��` � � , . / � � ENVIRONMENTALLY SENSITIVE AREA SEE PROJECT SPECIAL PROVISIONS EROSION CONTROL COMMITMENTS: - IN AREAS IDENTIFIED AS ENVIRONMENTALLY SENSITIVE AREAS,THE CONTRACTOR MAY PERFORM CLEARING OPERATIONS BUi NOT GRUBBING OPERATION UNTIL IMMEDIATELY PRIOR TO BEGINNING GRADING OPERATIONS. - ONCE GRADING OPERATIONS BEGIN IN IDENTIFIED ENVIRONMENTALLY SENSITIVE AREAS, WORK $HAII PROGRE55 IN A CONTINUOIS MANNER UNTIL COMPLEfE. - IN AREAS IDENTIFIED AS ENVIRONMENTALLY SENSITIVE AREAS, EROSION CONTROL DEVICES SHALL 8E INSTALLEDIMMEDIATELY FOLLOWING THE CLEARING OPERATION. - IN AREAS IDENTIFIED AS ENVIRONMENTALLY SENSITIVE AREAS, "SEEDING MULCHING" SHALL BE PERFORMED ON THE AREAS OISTURBED 8Y CONSTRUCTION IMMEDIATELY FOLLOWING FINAL GRADE ESTABLISHMENT. - IN AREAS IDENTIFIED AS ENVIRONMENTALLY SENSITNE AREAS, SEEDING MULCHING SHALL BE DONE IN STAGES ON CUT AN� HLL SLOPES THAT ARE GREATER THAN 20 FEET IN HEIGHT MEASURE ALONG THE SLOPE OR GREATER THAN TWO ACRES IN AREA, WHICHEVER IS LESS. - SPECIAL SEOIMENT CONTROL FENCE WILL BE INSTALLED ALONG THE TOP OF THE STftEAM BANK. STANDARD SILT FENCE WILL BE INSTALLED ALONG THE TOE OF SLOPE PARALLEL TO THE STREAAA. ONCE THE DISTURBED AREAS OF THE PROJECT DRAINING TO THE SPEQAL SEDIMENT CONTROL FENCE HAVE BEEN STABILIZED, THE SPECIAL SEDIMENT CONTROL FENCE AND ALL BWLT UP SEDIMENT ADIACENT TO THE PENCE WILL BE REMOVE� TO NATURAL GROUND AND STABIUZED WITH A NATIVE GRA55 MIX. - ALL SEDIMENTATION AND EROSION CONTROL MEASURES, THROUGHOUT THE PROJECT LIMITS, WILL BE CLEANED OUT WITH 1!1 FULL WITH SEDIMENT,TO ENSURE PROPER FUNCTION OF THE MEASURES. - COIR FIBER MATTING WILL BE WSTALLED ON THE FOOTPRWT OF UNCL4551FIED STRUCTURE EXCAVATION NEAR THE STREAMBANKS. - EMBANKMENT CONSTRUCTION AND GRADING SHALL BE MANAGED IN SUCH A MANNER TO PREVENT SURFACE RUNOFF�DRAINAGE FROM DISCHARGING UNTREATED INTO THE RIPARIAN BUFFER. INSTEAD ALL INTERIM SURFACES WILL BE GRADED TO DRAIN TO TEMPORARY EROSION CONTROL DEVICES. TEMPORARY BERMS, DITCHES, ECT WILL INCORPORATED, AS NECESSARY, TO TREAT TEMPORP,RY RUNOFF BEFORE DISCHARGING IN TO THE RIPARIAN BUFFER (AS SPECIFIED IN THE NCDOT BMP MANUAL�. ` r �S_ � — � \/ (� \ � � �---------- QUANTITY FOR EXCAVATION LIMITS IS INCLUDED IN UNCLASSIFIED STRUCTURE EXCAVATION 1TER LINE_OF .. - . CREGk IS i � � - - OPERTY LINE : � . ,,��aa-- ��_ 3 � �_--.� � ' si � i�--- ---i - - - i r� ��`� l� _s%. � l _�= ---- �2�' �i \', ,- l' � 1 �� p �� T� �' m� ti P G SEAMAN .'�R & OTHERS 0 No Rt�kENcE i � / 4. / 1 WOODS / �♦ i� �"� -� EXCAVATION � \�\ s �z � LIMITS CIytSSIIRIPRAP +10 L- woODs � � � �� j3TRUCTURE PAY ITEM) 75• LT .. � . �PUE PUE a�..... �D� .,3'.:i:'S5�%�l�i�_..��:�.:. ._��;u�Il�� £ / � �-_�� r` � � 5 � ( ic WOO�S �I � N '_�_W�e__---- _-- � a -L- ! PT Sto.14t0539 �`\ � CLA55 IiSRIP RAP � �\ (STRUCTURE PAY ITEM) \ �� USE IMPERVIOUS DIKE � NCDOTSTANDARD BMP � ALONG STREAM BANK TO ' DEWATER AND ISOLATE ADJACENT WORK AREA I TO INSTALL PROPOSED � INT. BENT IN THE DRY. "�,. - -INSTALL BANK S7ABLIZATION �' � $EE DETAIL B � � � EST.355 TONS RIP RAP — � EST. 175 SY GEOTEXTILE \ �. �� USE IMPERVIOUS DIKE '� NCDOTSTANDARD BMP � � ALONG STREAM BANK TO � DEWATER AND ISOLATE � ADJACEN7 WORK AREA _ TO INSTALL PROPOSED I INT. BENT IN THE DRY. I INSTALL BANK STABLIZATION SEE DETAIL B I I EST. 75 TONS RIP RAP � EST.140 SY GEOTEXTILE A / / / ,i L' TOE PROTEC��N SEE DETAIIlA `EST. 65 YONS RIP RAP � EST.75G SY GEOTEXTILE � / L � � - ut-r�rue i'�f GRAPHIC SCALE 5.0 0 5.0 � 0 ��.[� -� - a� P ��1 �\ PROJECT REFERENCE NO. � SHEET NO. R/W SHEET NO. ROADSIDE ENVIRONMENTAL PROJECT ENGINEER LEVEL III CERTIFIED BY: ALEXANDER D SNIDER, PE CERTIFICATION NUMBER:3064 ISSUED: AUGUST 22, 2017 CLEARING AND GRUBBING EROSION CONTROL FOR CONSTRUCTION SHEET 4 � io / - � � 30.10' LT J C�F'7 50 uV . E / � �ve�� .L e - ,�-�ti'��4r w-,� _-_ - � _- -- � ro r�Vn; rqYN /ioao . �, .—�,`�,-��, _� �.., .t,.— �, N 2T 44' 45.0' E i� - �v.--=_--� - � . � � � � � �� .�� 4 �e - � _ 4y000s \ \� �' �5� � � � � �� \� \ \�� - �- �t � � 4 � � � � �. y� '' . \� . � � L _ --_�__--_--�------�---�� . � �fd � �' �l � ' 1 � ��\ s � �� r -'' i i ' � ' i � ` ..5�� i � �� .' , , _ -�%Z �;� _/ �� \ / ' , \ � 1 /�� /�� ` � \ � � I 3 �� . ��, ,� � � "-' I CLEMOH�KEARNEY � � � � . � � , � m) �� . � _ _ � / DB 888 PG 837 i / 1 \\� f' --_ � _ . < l / 4 ��' i ) �.G�Z� �� \ .. / 1 �- " �u�ly€rt uNE'BF� � \ � . '� � 1 � @�e�G� ,$ 2�, . . � �I I \/ r� �'AD �11NE � \ I I � jt�� ' � i� � � \ . � . �r� I � , � . � �� / �� \, , � � �� \\ t� // � . , � � \ " \ / _.L\�� \ . / % \ \� i DECK DRAIN� NOT REQUIRED \1 \ I � IMPERVIOUS DIKE SHALL BE CONSIDERED INCIDENTAL TO THE REMOVAL OF THE EXISTING STRUCTURE NOTE: NOTE: NOTE: ALL EROSION CONTROL DEVICES SHOWN ARE LOCATED PLACE TEMPORARY ROCK SILT CHECKS TYPE - A AT UTILIZE SPECIAL STILLING BASINS FOR DRILLED PIERS WITHIN EXISTINCrPROPOSED R/W OR EASEMENT. DRAINAGE OUTLETS. DETAIL A TOE PROTECTION � No� io Smle� � he� NATURAL 1°�F�o� GRpUND 9.FpS a Geo�e.�ile d= 1 Ft. Type of Liner= Closs B Rip-Rop -L- STA. 17+70 TO 12+20 RT -L- STA. 17+10 TO 18+50 LT DETAIL B BANK STABILIZATION � No� lo Scale) -� 1- �i// NWS � excavnnoN ' s GEOTEXfILE CL II RIP RAP FILL r f Type ol Liner= CL455 II RIP RAP -L- STA, 14+70 -L- STA. 15+35 BM-1 \w +20 -L- 30.10' LT — P�%' SY�. �Q.fOO.00 55' LT� � X� TO S _�"�"� � A�VE T HARRIS DB 899 PG 83 WOODS � � k�� n,r��1'��—� C _ L�ET RD -=q � �8,� � $S ELEC W/ :iac�r�i .« ...,. �...._.. _. TOE PROTECTION SEE DETAIL A EST.25 TONS RIP RP,P EST.50 $Y GEOTEXTILE � -L- PC B H RRIS & NE T HARRIS }�`"'��,� DB B99 PG 83 r CENTER LINE Of CREEI( IS PROPERTY LII�E ��STe I I '� �� . ClP.SS B RIP RAP EST. 1 TON � EST.S Sv GEOTE%TILE : j eM-z � ti� � 15" CSP `'+� W2 ELBOWS � .r�.�rlir��-iir� . IE PUE E � R BEGIN SBG q �.+ya^ +61 LT 1 �z, i.�,�; p � � EROSION CONTROL COMMITMENTS: - IN AREAS IDENTIFIED AS ENVIRONMENTALLY SENSITIVE AREAS,THE CONTRACTOR MAY PERFORM CLEARING OPERATIONS BUi NOT GRUBBING OPERATION UNTIL IMMEDIATELY PRIOR TO BEGINNING GRADING OPERATIONS. - ONCE GRADING OPERATIONS BEGIN IN IDENTIFIED ENVIRONMENTALLY SENSITIVE AREAS, WORK $HAII PROGRE55 IN A CONTINUOIS MANNER UNTIL COMPLEfE. - IN AREAS IDENTIFIED AS ENVIRONMENTALLY SENSITIVE AREAS, EROSION CONTROL DEVICES SHALL 8E INSTALLEDIMMEDIATELY FOLLOWING THE CLEARING OPERATION. - IN AREAS IDENTIFIED AS ENVIRONMENTALLY SENSITIVE AREAS, "SEEDING MULCHING" SHALL BE PERFORMED ON THE AREAS OISTURBED 8Y CONSTRUCTION IMMEDIATELY FOLLOWING FINAL GRADE ESTABLISHMENT. - IN AREAS IDENTIFIED AS ENVIRONMENTALLY SENSITNE AREAS, SEEDING MULCHING SHALL BE DONE IN STAGES ON CUT AN� HLL SLOPES THAT ARE GREATER THAN 20 FEET IN HEIGHT MEASURE ALONG THE SLOPE OR GREATER THAN TWO ACRES IN AREA, WHICHEVER IS LESS. - SPECIAL SEOIMENT CONTROL FENCE WILL BE INSTALLED ALONG THE TOP OF THE STftEAM BANK STANDARD SILT FENCE WILL BE INSTALLED ALONG THE TOE OF SLOPE PARALLEL TO THE STREAAA. ONCE THE DISTURBED AREAS OF THE PROJECT DRAINING TO THE SPEQAL SEDIMENT CONTROL FENCE HAVE BEEN STABILIZED, THE SPECIAL SEDIMENT CONTROL FENCE AND ALL BWLT UP SEDIMENT ADIACENT TO THE PENCE WILL BE REMOVE� TO NATURAL GROUND AND STABIUZED WITH A NATIVE GRA55 MIX. - ALL SEDIMENTATION AND EROSION CONTROL MEASURES, THROUGHOUT THE PROJECT LIMITS, WILL BE CLEANED OUT WITH 1!1 FULL WITH SEDIMENT,TO ENSURE PROPER FUNCTION OF THE MEASURES. - COIR FIBER MATTING WILL BE WSTALLED ON THE FOOTPRWT OF UNCL4551FIED STRUCTURE EXCAVATION NEAR THE STREAMBANKS. - EMBANKMENT CONSTRUCTION AND GRADING SHALL BE MANAGED IN SUCH A MANNER TO PREVENT SURFACE RUNOFF�DRAINAGE FROM DISCHARGING UNTREATED INTO THE RIPARIAN BUFFER. INSTEAD ALL INTERIM SURFACES WILL BE GRADED TO DRAIN TO TEMPORARY EROSION CONTROL DEVICES. TEMPORARY BERMS, DITCHES, ECT. WILL INCORPORATED, AS NECESSARY, TO TREAT TEMPORP,RY RUNOFF BEFORE DISCHARGING IN TO THE RIPARIAN BUFFER (AS SPECIFIED IN THE NCDOT BMP MANUAL�. QUANTITY FOR EXCAVATION LIMITS IS INCLUDED IN UNCLASSIFIED STRUCTURE EXCAVATION �� / o�' M1 e � WJUL`S 4.� \�`'� EXCAVATI ,, ii,� B LIMITS `P S 2. � �a �� fliQn �r �iQ�ee7 r�7�1�j!�� (V�� rru, ��'�n��{�iR1� - I �✓ .n�i=�:'.��'a: �'"�,��'�.�. � �- � 1 . J �. . _I_ • CLA55 II RIP RAP J 1 1 (STRUCTURE PAY ITEM) 1\ USE IMPERVIOUS DIKE NCDOT STANDARD BMP ALONG STREAM BANK TO DEWATER AND ISOLATE ADIACENT WORK AREA TO INSTALL PROPOSED INT. BENT IN THE DRY. INSTALL BANK $TABLIZATION SEE DETAIL B E5T.355 TONS RIP RAP E5T.775 SY GEOTEXTILE USE IMPERVIOUS DIKE NCDOTSTANDARD BMP ALONG STREAM BANK TO DEWATER AND ISOLATE ADIACENT WORK AREA _ TO INSTALL PROPOSED INT. BENT IN THE ORY. INSTALL BANK STABLIZATION SEE DETAIL B EST. 75 TONS RIP RAP EST.140 SV GEOTE%TILE z P G SFJI�IAN �t & OTHQtS No R�weNce �P + PAY ITEM� � —tue ruc TOE PROTECTION SEE DETAIL A WooGs EST.65 TONS RIP RAP EST.150 SY GEOTEXTILE -PUE PUE vu[ ruc� — — 'cY,l5' BST �� o� na� c ,N��,,,� e„ _ �e Ka — � � ,*�1�"- 4S6VJ ON-TREES =T � � � � � . w`� _ � — � � � � � � �,�� Woous \ � \ � c� \ � � � i ic � � �'. L _ --_y��--------------�_---� N y m' �\ S. d' 3 � y � CLEMON KEAR�Y � \ `� ti\ DB 888 PG 83T N1 1 CENTER LINE OF CREEK IS PROPERTY LINE IMPERVIOUS DIKE SHALL BE CONSIDERED INCIDENTAL TO THE REMOVAL OF THE EXISTING STRUCTURE GRAPHIC SCALE 5.0 0 5.0 � 0 ��.[� -� - FINAL EROSION CONTROL FOR CONSTRUCTION SHEET 4 1 ��1 �P Q a �P 50' LT �rue ,... PROJECT REFERENCE NO. � SHEET NO. R/W SHEET NO. ROADSIDE ENVIRONMENTAL PROJECT ENGINEER LEVEL III CERTIFIED BY: ALEXANDER D SNIDER, PE CERTIFICATION NUMBER:3064 ISSUED: AUGUST 22, 2017 ��iro Pawc raVN rmao � ly 27'44'45.0' E h ��, , �, ,�,, ,n, DECK DRAINS NOT REQUIRED NOTE: NOTE: ALL EROSION CONTROL DEVICES SHOWN ARE LOCATED UTILIZE SPECIAL STILLING BASINS FOR DRILLED PIERS WITHIN EXISTINCrPROPOSED RrW OR EASEMENT. PI�ANTING DETAILS SEEDLING / LINER BARTROOT PLANTING DETAIL r:i�►��r.ce� 7. Locate a hceling-in site in a shxdy, �rcll proCecteJ area. 2. Excavate a flat bottom trench 12 inclies dccv �nd tvovidc draina,�e. 3. Back611 the trcnch with 2 inc rottcd sawdust Place a 2 inoh well ro[ted sawdust ut a sloping at one end of the trendi. 4. Pl�ce ai .aingle laye� nf plxnts against the sloping end so that die root collar is ut ground lecel. �. Ylflce ss 2 inch laver of scell rotte sawJust over the roots maintuinin� u sloping angle. - 6. Repeat lacers of plants and sawdust es neces.sary and �va[er diorooglily. DIBBLL PLANTING METHOD USING THE KBC PLANTING 13AR L Inserr planting bxr as shown :u�d F�dl himdlc rowa.rd pl�ntcr. 4. Pull handle of bar Cow�ard planter, firming soil at butmm. I J - W=1�-�-�!- I-I- u �i . 1�i�1r�i� ��im �i'° � �imi-� LL lil �=11 L W � I �T I�HJ �f I�I. i� ii-il_ 2. Remove plunting bsr nnd place secdling rit wrrcct dep[h. 5. Push handle forwurd lirming soil �f [op. PI.ANTING NOT�S: PL1NTf\G 6AG During plan[ing, seedlinqe shull bc kcp2 in x moist cssnvas b�g or similar conf:uner to pree�ent [l�e root ys[cros from drying. K13C PL:1\''1llVG B�1R Plunting bur shv11 hbve a bladc ��it6 n triungular cross scction, and shall bc 12 inches long, 4 inchcs widc vnd 1 incU thick at center. ROOT PRUNiNG �111 scedlings shall be root pruned, il necessary, so tlia[ no roots estenJ more th�n l0 inehcs helow the roof collav. �- � 2 inch i —i I—! � H I I' '�I I�� I I' �I I m I I! � n�71- L- 11� -i I � I TI I��fl i� J�� 3. Inscrt plunting bar 2 inchcs rowurd planter from seedling. T¢ PRol6cT R I I o�o B-5687 RIi-1 REFORESTATION ❑ TR�� Ii�FORESTATION SHAI.L Br PI.AN'1'ED 6 FT. TO 10 P`T. ON CENT�R, RANDOVI SPACING, AV�RAGING 8 Ii T. ON CENT�R, APPROXINL=�TEI,Y 680 PLANTS I'ER ACRE. REFORESTATION D4I.Y'l'Ulil:, 7'Y'PI:, SIZ�, AND TL'RNISH SIIAI.[, CONFOR�ti1 TO THE FOLLOR'ING: 33% LIRI011ENDRON TULIPIF�RA 33% PLATANUS OCCIDENTAI.IS 34% BETiJI,A �VIGItA TliLIP POPI.AR 12 in - 18 in BR AIVIERICAN SYCt11VIORE 12 in - 18 in BR RNER BIRCH 12 in - 18 in BR REFORESTATION DETAIL SHEET ti.�.�.�O.T. - 9t�P ➢�SYIDE ENL'IR�ONM�NT �L UNIT DETAIL A TOE PROTECTION � No� �o Scole) \ �ec GRO� \ �.�F;�Sopg d��,� � �",�" `— �aa,e.,��a d= 1 FI. Type ofL'iner= Closs B Rip-kop -L- STA. 11+70 TO 12+20 RT -L- STA. 17+10 TO 18+50 LT DETAIL B BANK STABILIZATION (No�fo S�olo� l!�'r�; Z, NW5 /�-- EXCnVAiION —� y= /J GEOTEXTILE—' J CL II RIP RAP FILL "� � Type of Liner- CL455 II RIP RAP -L- STA. 14+70 -L- STA. 15+35 O E B HARRIS & ANNE T tiARRIS DB 899 PG 83 -L- POT Sta. 11+50.00 FMC,i V +20 -l- 3o.to' LT \ -L- POT Sto. 10+00.00 ss �T `, wc,:�os ,ti � �'� �� s� R �I � � PUE P E PUE � +50 L F x_riNc k �� 29 95 L7 ��- -� EXIST 0/H POWER ��--��—a,�� TO REMAIN _ _ _ �_ �� - _ _r" "'�,.v, o N 30 3% 426 = — E—' __ C i l�„�i /iY - _ — _ Jfi 5Si W � �E FLEc' Wi IB F�LaSi ANG Wn s� F� `r�� ^ � ao ao>r� 45' RT TOE PROTECTION / W�i�p� SEE �ETAIL A EST.25 TONS RIP RAP EST.60 SY GEOTEXTILE O E B HARRIS & ANNE T HARRIS DB 899 PG 83 ENVIRONMENTAL COMMITMENTS: -THERE SHALL BE NO IMPACTS TO THE STREAM CHANNEL OR CLEARING/GRUBBING OF TREES OR VEGETATION ALONG THE STREAMBANK FROM ANY UTILIN WORK. -CONTRACTOR WILL USE NCDOT APPROVED EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES AND MAINTAW THEM AS NECESSARV ON THE DEPARTMENT'S RIGHT OF WAY OR LEGALLY OBTAINED EASEMENTS. THE METHODS fOR EROSION CONTROL FOR THIS PROJECT MUST MEET EXPECTATIONS OF DESIGN STANDARDS IN SENSITIVE WATERSHEDS. -IN AREAS IDENTIFIED AS ENVIRONMENTALLY SENSITNE AREAS, EROSION CONTROL DEVICES SHALL BE iNSTALLED IMMEDIATELY FOLLOWING LAND DISTURBING ACTIVITIES. -CONTACT THE RESI�ENT ENGINEER AND DIVISION ENVIRONMENTAL OFFICER PRIOR TO ANY WORK CONDUCTED IN THE DEPARTMENT'S RIGHT OF WAY OR LEGALLY 08TAINED EASEMENTS. EXIST. POWER I .ND 0/H LINES +05.39 -L- 40' LT - 55' Li CLASS B RIP RAP EST. 1 TON - E5T.5 SY GEOTEXTILE \�� B M �' \ � wrz eisows 'y�, \�c . � �._ � �.r' �\ . \ lE P11 BEGIN SBG��a. +bl LT .,�QO.--� ' 40' LT \ ��. F i no�� : i-EiJTEF LPdE Or CREE'r, 15 PuO�Eerr �w_ �/ /�STB � `I �� 20,, ;��iP /a ��p� �UAIVTiTY FOR FXCqVAT10N UMIT� IS il�lCWDED IN L�PV�LAS�IFIEf` �TRUCTUkE ExrAVATIOf� 0 0 * � � ry ` ,A E � i{�� '��.T`-L � � 4l" MTLk—`-' � �� 1 R � rv� ' r Ir ryryry ._ _ _ ' � � ��u'„'-� 1�� _� � � -. ' .. �+oo � �- �� \ �'� . 45 RT +0539 -L-i � ; \ � j � 45' RT i �� 55'RT I � �r I ; �- wGo�- i r " ] _ _ _w� - - - - - - _ � % _i _ org c+„ i�in� z� CLA55 II RIP RAP J 1 1 (STRUCTURE PAY ITEM) \ � � �'.'�' USE IMPERVIOUS DIKE NCDOTSTANDARD BMP ALONG STREAM BANK TO S DEWATER AND ISOLATE _ ADIACENT WORK AREA TO INSTALL PROPOSED . INT. BENT IN THE DRY. INSTALL BANK STABLIZATION SEE DETAIL B EST. 355 TONS RIP RAP EST.175 SY GEOTEXTILE USE IMPERVIOUS DIKE NCDOT STAN�ARD BMP ALONG STREAM BANK TO DEWATER AND ISOLATE ADJACENT WORK AREA _ TO INSTALL PROPOSED INT. BENT IN THE DRY. INSTALL BANK STABLIZATION SEE DEfAIL B EST. 75 TONS RIP RAP E5T.140 SY GEOTEXTILE REMOVE EX. POLES AND AERIAL CABLE. EXIST. BURIED CABLE TO 8E ABANDONE� IN PLACE. EXIST. PHONE PEDESTALS TO BE REMOVED AND REPLACED. I � I O 0� �!� � P G SEAMAN JR & OTHERS e'� NO REFERENCE w000; UTILITIES BY OTHERS TOE PROTECTION SEE DETAIL A CL455 II RIP RAP ��p _�_ �v'-' E�5 EST. 65 TONS RIP RAP .��1 - a{-[,5' -L- PT StO. 20+75. r�STRUCTURE PAY ITEM� 75, �T �EST. 150 SY GEOTE%TILE Ll F� RT � +50 -L- +65 -L- ue pue �' ; 30' LT 30.10' LT\ +90 L °E rue in�P.� � 40 �T ..oF �,.�� r�w .�- / P0E p�E � 40' LT 50' LT EXIST 0/H POWER E TO REMAIN � ` P�J��PUE PUE— �, �,. p ' _ _ _ � � ^-' ..rz`}'� ,'`�`' - -�N 4.� 3-*- +�.�, - _ . -- - _ � -., _ �n �J}� � �GREU TL3 = - - - - - - - - - - - - _- - � �� ` - � - - - �. o � er - ro FaRd� rnwr✓ e�uao - ' - N 25` 59' 17.9 E ucnshiuFr Rc e o � � � --- . ., . {. �-� � � � _ f�� _ � - � ,�- �� .,�— - N 2% 44' 45.0" E i��s�._� i� __ - � _ .. _ _�-"y.� -- - �� -' - ,�� n— ^ --x�T�' 45BW CiP TRf�S-�RLIM� � R 4 _ �' f � � \ ' � I 'Y ;\ 1 q � � � � W07D5 C 1 � +90 -L- � �-; 45'RT# � �\ a � 55'RT } ... �.------w�e- - \�- o,� � L � � _w�n- - �, e' c, 272 FEET OF CENTURYLINK COPPER PHONE CABLE � `� � INSTALLE� BY TRENCHLESS METHODS 70 FEET BELOW \ \< THE CREEK AND 2-FEET INSIDE NEW R/W. 4� 1,790 FEET TOTAL PLOWED IN BLIRIED PHONE CABLE � 4 � TO TIE BACK IN NORTH AND SOUTH OF THE PROJECT. � �= � O �� L �� CLEMON KEARNEY �� 1 OB 888 PG 837 4 \ CEN�ER LINE iiF \ CREEK ii FF!iPE�Ty _INf IMPEPVIOUS DIKE ��HALL B� �_OPJSIDERE� INCIDENTAL TO THE REMQVAL. uF THE. EXISTING S I RUCTUkF -L- Pl Sta 13+52.72 Pl Sto 20+12.50 p= 4° 32' 297" (LTl p=/ 45' 27.1" (RTI D= 4° l8' 28.6" D= l° 24' 2/.7" L = 105.39' L = I25.00' T = 52.72' T = 62.50' R = 1,330.00' R = 4,075.00' 50 -L- 30' RT 45' RT I DECK DF�Aif�iS N��T RE�,�UIRED� FOR STRUCTURE PLANS SEE SHEETS S-1 THRU 5-24 � �10 �UO 1�I+OD BEGIN BRIDGE F�LL FACE cv FND BEfV� 1 STAe 14+27v06 -L- GeP, EL. 222,34 BEGIfJ FRO�lT SLOPC STA. 19+19.09 -L- �.Pa EL. 222._1. APF'ROXIMATC IVA7URA1_ GI;�JLII�lD LTyE — �� Tl�rt � —Ti — � F� ,; � � ��i �'-Q" MINe PILE I EMF��D. ITYP„I HP 12 X �3 STCEL ='1LE5 (TYF'. EAe tND BCNT) � I r' EARTI-I FFRPv� �� I e ?14�ri5 � W.P '1 _ STAe 19-Z7aGl. L- - F i LL FACE CJ �ND 6EPJT 1� k \ - B�GIN APPRGACH SLAB � � STA.14+1b-;6 -L- � �� . � i 0 r 1 r, =i 1' � PT �TA.14+05.39 -L- � i =' BEGI�I FRON I SLOPE ; - ST�e 1�+19,OJ -L- �=1 A�` II RTF FAN (7 YP.I SPAN A 1= I X, I'-7" BFRM NORMAL TG CAP (TYPJ LOW CHORD na EIVD BENT 1 +i � EI e 2P9�70 N `" +� � +i w i- i J rl :, ��w � J � � — �. ' T,��ii �-�_U_ �� U�dCLA»IFiED �1I IJSTURF EX�VA rlilN (TYPJ END BENT 1 0 SI.OFE T� URAIN ��XCAVATE TO- E�e ��iaezo - 36'-9 �i5„ s�AN A l�+ni; SPAN B t IX, F1X. FIX, BASE aISi-HARI=E ([j7rinj EXISTING EL_ 'Z1.t�Q �LIBST�UCTUFE— ( i YFei 1,i q ��ws, +� ,�� h � � E� �l�.�n H h�� 1,1; �; ii �� ii �� oi�-� ii ii � w ii /�„� �--- I I z � � I I I I; ; L LI � �� I I ;,,, `o I I I I � w � �� t,, II � fl II� �T � _� � I I I I I I �-�' / i ��j�_ `'� G'i I I _LL__ _1 � � I I --- --L�—_ ----- I I —--- � �51_OFt TO I I DRAII� +i BANK SIABILIZATION� - CXCAVATE lu (ROADWAY GETAIL = v -LL.214.20 ± AI�ID PAY ITFM? ��" � �i —BAfdK �TAEi! =7ATTOP,1 �`' (ROADWAY DETAIL AND PA! ITEM) SPAN C FIX, FT_X 1'-9"MI�I. tARTH BcRM _ NORMAL TO CAP (TYf�.) LOW CHORD c� +� IEGJD 6ENT � EL� 220.�3 ;r � , `�� \ \ \\ � � \ \� � � � \\ � �\ 4 � �\ \�\� � �� 0\ % \ \ \�\\�\ �\� \ �� \ \\ � \ � 4 � \� \\ \ \� �� BENT 1 SECTION ALONG � SURVEY -L- (SECTIOI�S <J EPJD BEI�ITS AND EENTS ARE �a R1�HT ANGLF_51 TOTAL FiRIDGE LENr.TH = 137'-10�/e"'(F1LL FAi�� TG FILL FACE) (5'-1�i4„ sPar,i � -E-'/e' �'s� � � �; . � � �AUk �TPBILIZAT.T.GI'� � ♦ I �1AL1W4'� DETAIL �_ . APJD � AY ITEM) W,P. °;' �s, \ �TA.19+�= a,� -L- � BRIU�E � �FP�T 1 ��fIIR�L I_T��JE �TA.!4+JE.C�D -L- A BENT 2 � � �'� � � � �� A �� A � �� \ \ \ \ u, \ \ �\ \\� �\ � �� \ � � .� � �\\\ \\\ �\\\ \\\\\ � \\\ \\ \ �� \ \ \� \ \ \ \ V A A � � � . ��, ��i_ � _i�.�, �i��„ \� � l I"Yh',) �\ \ \..�s �\ � \ \\ �� \ \ \ \� � \ \ \ \� �XISTINC�� BANK �Te�F'II_I�ATIG�! iROAUWAY JCiA?� API� FAY IT�MJ SUB�TRU+=TUI�E � r,r P., � �s \ \ _ ;� ��s. �� \ W��. "= STn.15+35.57 -L E'ENT = ( �.I�ITR01_ I_IfJ� PLAN �PILE� ANL DRILLED PItRS �JO�i SHnWN SPJ PLAN VIEW) 1 <r a Ef�ID BRIDGE FiL_L FACF �� FI�1D B„F„I'VT 2 STAD 15+G4.94 -L- G.P. EL. 2�2.92 BEGIi� FRONi SLOPE STA. 15+72.91 -L- G.P. EL. 222.96 � 1'-6" TO UNCLAS�IF � tC� STH7LICTURE �XCAVATION (TYP�) i �I � _��— — � 2 -m�� . � 1'-��"MTN, J (TYPJ "' � � �LOPE li�zel (TYF'! �—� L4�5 II FIF RAF � T Yr'. i END BENT 2 1b+00 (-i9.0i509% N�)0��=05"�e PVI S I A� 12+�;5�00 ELD = 2?1.66 VC� = 230' (+10.4`L05): (+)ie9?UO:e �VI S I A. 1�=SC�„r�Pi F_L. _ ='?=.1.' Vr_ _ �Q!J' GRADE DATA —L— HYDRAULIC DATAa ��E�IGN DISCHARGE _ �1 =�i� CF`� �RE��LICNCY OF DLSI�P1 FLOuD =�5 YCAR �E�IGN HIGH WATER ELEVATIGIV = 2�'un9 DRAINA�E AREA = 35.3 SQ. MI. 3��L LI�7-1AR6E f0� 170) = i�u7 CFS oASE HIGH WA7ER FLEVATIOPJ = 221.�9 i!VEFTiSPPING �USn� DATA� OVERTOPPING DISCHARGE - °.r�_�0 FREGIJENCY OF OVERTOPPING FLOOD = 500= YEAR OVERTOFPING FLOOD ELEVATION = �:'.� # � � �> i�iVER7pPPII�G OCCUR � AT RCADWAY � ;A� AT ;TAe � �+,�;e��, —�— Ar �O��WAi' SU�ER 1-ilGil CRI�Ii7� �IDG ,�� HORIZONTAL CURVE DATA P �� z TA.��s� �z -�- �$� v 4"- 1 7"iLLi ��Q,V �� = 4 'IP 8e��„ L = 1��S.i9' T : z.�z R = 133Q.00' W.F'. �4 STAe15+r9elq -L- j FILL FA_-E C� FP,ID BENT ' EIVD AFF'ROACH SLAB � STA. 1�+7�.64 -L- �� LIRVFY -I_- TO SP, Ir25 6t�:IN FRi�NT �LOP� �TA= 1`+7=-91 -� - '� �AFIH BERM � � \Fi �ir,��9 � ��, �_�� % \ / ,;, � a��,��e, � t F�aN� Pr.rPnr,�r� av: �IMPSON � NGINEERS �ASSOCIATES li\ s��a�� oma� � o�-i�P SWre tp0 Cary, �J�� 2�518 1919) 8`�2-045P• fSl9) 352-0590 �;Faxl W wW..S�RIC5r.f19nr��. _ pRl �I�CN.uf�� No. r_ �zc�t I 1 HEFF� �rtTIFY TH-SE F�AN� APE T-`iF A--('UILT PL,4I�J� �G��o�o�i�,�,�ti G��r�s ��u�1 U�IIu li f!7 ,f� ��rnl s��cc��IJ u U,S��I��iPl7io fi�9 PROJECT N0. 8-5687 WARREN COUNTY STATION: 14+96000 -L- SHEET 1�� hEPLA�E� BRIDCt �4� BM "' FR S?IKE IIV ��"PIfJF STAe 1?+39.00 -L-. 100' LTe, �Le 3�z0.�1 PFi�POSE� � UARDRAII.. (hUADWAY Gr � AII_ >a PAY ITEM (T1'P.> O O + � TO SR 1647 � I'T 51 A� i4 �G5�'9 -L- �, � � ----- -- � �-� —>_ � ,: X��.K�X— _ —WLB— y ___--- _ _ _ _w�e- �/ � � 4�`,,,,_�,,� -� c , �-� � � �. � W��uD� �, � � ` � LRID =E + � S i P� -�1+9e.�ii:� -L- s --- -�-- ----- 50° �in� n�„ (T�I re� —EXISTII�e� STRUCTURE . ; ` � �ANI< STAE3ILTZATION (ROADWAY GETAIL AND PAY ITCM) 1 I LOCATION SKETCH w�,�-�u> 20�� ,� -- � -� � � r „ __ �p.� g3� P _ _ O O - � -L�S II + N1P RA1 l9 � � (T�P�1 \ - - --- � . \\� �� SLkVEY -L- �� Vr �A V�� TO �R 1625 �0 \ - �A V� �4�,� ---- - - s� - �_�__ � ,A �._�� `� Wnt��; `r� ' i /+ � �; � � �-� FnR UTZLITv INFORMATIrN,>EE UTI�ITv '� —. F�I..IA'�I� AI`ll� �,FE�_IAI. '�OVT�1�2b1�. TOTAL BILL OF MATERIAL i;LM�iVAL I't_�MANC�JT � _ �,_�„ _ II (. �1�=- � - �� DIA. �' 0"DIA. cTFEL i-A�TNG SSD i_S� � LA I IE� �,LASS A �'�IDGE REINFOR�TNG DRILLED FIER DRIL�ED PIER -- SihU�TURE - APPkCiAi�H -- E>:TS7II�iG j�� _.pIL NOT IfJ SOIL F�-�R `�'-0"DIP.. INSPECTIDId i I ES i ING F_XCAVATTON �-��PJCRF_Tt cLABS � I EtL STRIJ�-TIJRE DkILL=LD PIEHS LS L� �F LF EA tA CY LS LB �LIPFRS�TRUC��URE LS EflL� NEbJT � - _2.q �,736 BtNT 1 �- 30.0 48�b Ib.9 9,�96 BEf!T � S i,�5 '0� � 7er 17.1 �,F J8 IJvD B�NT � LS '�',4 -e I �� Ti:�T4L L'=, '�i.�:i 60.0 ?i,« � - i ;,G L� — �6G TOTAL BILL OF MATERIAL PILL DRIVTVJG VFRTI�AL u" X 1-9" �' 0' X�'-0` Sf�11�AL COWMN RIP R�P LLGIEx�I�IL� F��IIIFMEIVT ��fLJF' �Ir' 1�� r , riil�I� F'ETE � I I ASTi MLI,�i� N-' STF.� .SEL FFt�STkESSED A�L�F�Ti>> FE�i�IrDRCIIIG -- . � i LA�� -I ruR F��F2 HP iG X S3 IP�L FIL�� FJAhhIER I'EAl l'li�c C�iNCR�FIE c�NCRETE A«_��SMEI�I�� STEEL ',TF_EL PTLtS RA1L �� HICK) �FAI'JA�E i_O�tED �LAP_S CURED �LAB�_ LE E� IJ�e LF LF TGI�d �Y LS N0. I F Nu. U= LS �UPFRSTRIJCTURE 27t��ft7 LS '0 GOO.UO 10 7SO�Qi7 END BENT 1 - 1�S 1�9 140 BEP�!T J L6�� BCNT � I,-':13 ENP C3EIVT - 100 15D 145 T��TAL �.1C1�� 1G li� _70a�97 �PS LS 2(1 ��ii(i.Ci�J IU ,O,l�i�2 L; FOUNDATION NOTESe FDF� LiF�ILLED I I�k�a "-- �E�iTEi�HI'JI'CAI SPEC�IAL PR�VIS1�'�N5 PI'1G S�C1 i ��; 47� �F THE =TAN�ARD SPE�Ir1CAllnNSe DRILLE� PIERS AT BENi 1 ARE DE�IGNED FOR A FACTORED RESISTaNCE OF 34Q Ti�NS PER PIERD CHECR FIELD COPJDIiIGNS FnR THE REC�UIREQ TIP RE�ISTANrt OF 65 TSFn PERMANENT �TEEL CASING: ARE R�f�UIRED �OR DRIILED PIERS AT BEf�IT 1. DO NQT EXTEN�I PERMANENT STEEL CA�ING� BELLIW ELEVATI��N 197.0 FL WITHOUT PRIOR APFRr�VAL FROM THt EGdGIIVEER. �PdSTALL DRILLED PIERS AT BENT I TO A TIP ELEVATION NO HIGHER THAN 185.0 FT.AND WT7H THE REQUIRED TIP RESISTANCE, Ti-IE SCOUR CRITTCAL EL-CVATION FOR BENT 1 TS 2u4.0 FT. SCOUR �RITTr�L ELEVATIONS qR: USEL� T� MnNITOR POSSIBLF SCOU� PROBLEMS DURING THE LIFE OF THE STP,UCTURE. DRILLED PIERS AT BENT 2 ARE �ESI�NED FOFI A rAi�TQRED RESISTANCE OF 34� TL�NS PER PIERD CHEChc FIELD CONDITIONS FOP, THE RECJUIRED TIP RESISTP.NGE OF 65 TSF, PERMAIVE�IT STEEL CA�IN�S qRE RFfjUIRED FC1F L�RLLED PIERS AT LEIV7 e�0 PJOT EXTEP!D PERMANENT STEEL CA� iN��=� BEL9W ELEVATIO�I �0�1.�:� F�eWITH0�1T �RIGR AFPROVAL FR�iM THE [�i(,II��I�I �. DkAWN BY: ��D_ ['fJ(1FEIt DATE. �-1! U�iLCK.ED B't: Be�. COX DATE: �-11 �LsrcN ��vczniE�� or P�coPo: �aS. CUX oarE: �+-ii NOTESo ASSUMED LIVE Ln�1D - HL-93 UR �LTERP,I�TE LOADIN�. THIS BRIDGE HAS BEEN DESIGNED IN AC�ORDANCE WITH THE AASHTO LRFD BhIDGE DESI�N SPECIFICATIGNS. THIS BR10GE I� LOi�ATED IN SEISMIC ZCiNE 1. USE IMPERVIOUS DIKE NCC10T �TANDARD BMP ALONG STREAM BANKS TO DEWATEP, AND ISGLAIE ADJACENT WORK AEEAS TC1 INSTALL i�Rs=iPQ�tD SNTERIOR BEPJTS IN THE DRYe IMPERVIOUS DIk.ES �HALL B� COVd5TI7ERED IIVCI�FNTAL TO TH6 LUMF SUM PAY 1TEM �0� f;CMOVAL OF GXISTING STRUCTURE. FOR OTHER �ESIGN DATA AND GENERAL NOTE,,SEE SHEET SN. FOR ERGST�N CONTR01_ MEASURES, 5EE EROSTnN CCIIVTROL PLANS. REMOVAL OF THE EXISTIIV� P,RIDGE SHALL GE PERFI�RMED SO AS PJUT TO ALLGW DEBRIS TO FALL II�dT�:i THE WATER, THE C�O�dTRA�TJR SI-IALL �EMOVE THE EPIDGE ANLI SUBMIT FLAI�IS FOR DEM�LITI�N IN /�[�ORDANCE WITH ARTICLE �iu2-2 OF THE ST�NDAkD SPECTFSCATTOIVS. �IHE MATERIAL SHCiWN IN THE i�P,OSS-HATCHED AREA SHALL BE EX�qVATED FOR A CIISTANCE OF ?S FT.LEFT AND 30 FT.RIGHT OF CE�ITERLTIVE ROAUWAY AS DIREr1ED ES'f THE EN�T_NEER. THIS WORIC WTLL BE PA�D FGR AT THE CnN7RACT WMP SLJM PRICE FOR UNCI_ASSIFiED �TRUCTURE EkCAVATIDN. :EE SECTIQN 412 OF THE STANDARU SPECIFIGATIONS. i HE EXISTING STRUCTURF CONSIS i 5 4F a SPANS n 15'-0", 2� 15'-1" AP,ID 2 n 15'-3i/_'�e THE _UPcRSTRU�TURE HAS A CLEAR RC�AL7WAY WIDTH OF :9'-3"W1TH IIMBER 1LnUF� GN ��ONTINLIOUS STEEL I-BEAMS. THE END BENTS AND INTERIOR BENTS CONSIST i�F TIMBGR tGaPS ON TIMBCR PILCS. THE EkISTING STRUCTURE,WI-IIi-H IS LOCATEQ AT THE STTE OF TIiF PRO�GSED STRUCTURE, SI IA-L BC R�MDVED� THE CXI�TS�dG BRZDGE IS PRESENTLY PuSTED F4R LOAD LIMITa SHOLILD THE �T1tUCTUF�AL INTEi;RITY OF THE uI;IU�=E �ETERI9RATE 11UF1N= C�NSTP.JCTLON ��F THE PRC]PUSED GRIDGE. THE LUAD I_IMIT MAY BE F2ELllCED AS F9UIdD f�d��ESSAIi'P DURING TH� LIFE OF THE PR�JEC7. THE SlJBSTBU�=TiJRE OF THF_ EXISTING 13RIDi�E IN�ICAIED pP,l THF PLANS IS Fr2nM THF CESI 1N�URMATION AVAILAdLE. S1NCE � HIS 1PJFOi?MATIGN IS SHOWf�I FL�R THE ��ONVtPJ1ENCE OF THE CuN � nACTORe THE CONTRACTOR SHALL HAVF NO CLAIM WHA I SOEVtR AGAINST I Hc DEFAFt i MENT OF TRAN�POR I A I ION FnF ANY DELAYS ��R A��I i IOf��IAL COST INCURRED BASE� Qf�l DIFFERCN�ES BE I WEEf��I THE EXISTIN� _P,RID�E SUBSTRUCTURE SFIOWN QN THE PLANS PN� TH� AC�UAL CONUITI�NS /�T THC PROJECT SITEe THIS STRUCTURE HAS 6FEf�l DESIGNED TN ACCORDANCE WITH "HEC l8-EVAWA�IN� SCOUR Ai BRTp�E�." FOR SUBMITTAL OF WO�iKING DRAWINGS,SEE SPECIAL PR��VIS,TON'=, FGR FAL�cWORK AND FORMWORKs�EE SFECIAL PROVISIONSe �0� CP,ANE SAFET'f,SEE SPECIAL PROVISIONSe FuR GROLT FOR STRUCTUP.ES.SEE SPECIAI_ PROVISTGNS. As��HA�T wEAr�1Nc suRFACE zs z��c�uoEo i� ROAr�wUv ui��A�i�Tr�r �N r�oAowAv P�Aris. IIVASMUCH A� THE PAINT �'lSTEM OPJ TN� EXTSTIN� STRIJCTLIHAL �TEEL CONTAIN� LEAD,THE CONTRALTOR'S ATTENTION IS DTREi=TE� TO ARTICLE 10i-1 OF THE STAPdDAPD �PECIFIi=ATTfjNS. ANY �OSTS RE�ULTING FRnM COMPLIANCE WITH AFPLICABLE STATE OR FEUERAL REGULATIONS FERTAINT�� TO FIANDLTNC 0� MATERIALS �ONTAINTNG LEA� BA�ED PAINT SHALL BE TIVC:WDED TN THF FTL� PRTCE FOR '"I?EM�VAL OF EXTSTING STRUi=TURE AT STATION 14+9Fe0n -L-e" FOR ASBESTOS ASSESSMENT FOR BkTDLE DEMOLITION ANO REN�VAiICiN qCTIVITIES,SEE SPECTAL PROVISInNSe BEST MAIVArENENT PRaCTICES FOR BRrDGE �EM4LITIrpd APJD P.EMOVAL WILL BE IMPLEMEI'dTED DUPIPJG THE REMOVAL OF I Ht EX1�TING 13RI76F_. IHL B{R1DGE WILL BE REMOVED FROM 7HE TGP DOWN,FIRST REMOVING TH- ASPHALT WITN CQNTAINMGNT MEA�lJRES IN PLACE TO PREVENT ASPI-I�LT FROM DR�PPING INTO THE STREAMD THE METFIn� GF C�Gf��ITAII�IMENT WTLL BE PROPC�SED HY IHE CONTRACTOR AND APPROVED BY THE ENGIP�EER� THIS WILL BE FOLLOWED BY REMOVAL iiF IHE DECKII'JG,BEAM�, E� C�, A�ID F �NALLY THE WOGDEIV PILES, AN ATTEMPT WTi L BE MADE T� F2EMnVE THE PII �S: HOWEVER, IF fHIS CAhINOT BE qCCOMPLI�NED W1TH M1Pd1MAL SLJE35T�ATE DISTURBAN�-E. THE P1LES WILL t�E PTN�-H�D OFF DNE Fi�OT BEL�W THE MU� LI�IE AS GIRE�TED BY THE ENGINEER. TNE Ci�NTRACTOR W.LI_L NOT BE AI_LOWFD TO DRAG REMOVED TIMBER PILES ON OR ACRGSS THE STREAMf3FD. EXSSTIf��lr; TIMBER ABUTMENIJ WILL BE �OMFLETELY' REMUVEDe zivs s A�� uhl�� o N i tr,� A � e�r� r z ro A rL� E��vA� lor� N�� i�ic;H��; TNA�v 1al.o � r. ANo W1TH IHE RE��UIRED IIP Kt�1�TA�I�Ea THE SrOUR CRITIra� ELEVaTION FOR QENT 2 IS 'C11v0 FTe ;rnUR CRITICA� E�EVA7I0�dS ARE USED TO MONITOR FOSSIELE SGOLIR PR08LEM5 DURING THE LIFE OF TNE STRLICILIREe SIn INSPErTION� MAY BE RE��UIRED FGR DRILLED FIER�, THE ENGII�F�R WILL DETERMIfdE THE NEED FOR SID INSPECTIONS. F�R SI➢ INSFECTIO�IS.SEE St�7I0N 411 OF THE STANDARG SPEc'"fFICATIONS. �SL TIJBCS ARL RE��UIP,FD A�1D c SL TE�TIIJG MAY EE r`iEQUIRCD FGR DRILLED PI�RS TIIC Ef�IGINEFR WTLL DETFRMINE THE NEED FOR CSL TESTTNGa FOR CSL TESTING,SEE sECTzo�i ail oF Ti�E sTANOA�o sFEczFzcATzo�isn FOR PILES,SF_E GEOTEt�RNICAL SPECIqL P�OVISIONS 41V� S-CTION 450 �F THE STP.NDAI�D SPECIFICATIUN�. PILES AT END EENT 1 APE DESIGNED FOR A FACTORED PESISTANCE OF 70 Tl�NS PER PILE. DRTVE PILE� AT EIVD C�ENT 1 TD A REQLIIRED DRTVIIVG RESIST.4fVCF OF 120 T01�I5 PER PILEa PILES AT ENU BENT 2 ARE UFSI��NED FOR A FAC�TORLD RESISTANCE OF 55 TuIVS PER PILED DRIVF PILE� AT FND BENT l TQ A REOUIRFD DRTVIN; RESTSTANSF OF 95 iONS PER PILF I��t�L��l�l��^`9G�U�V GLL��G9`; I�,;��n �,uic>>7 flJl,:S� �riJl:� ir�j[nI,171.2Pi1a �fi�sili�'' F�aN� Pr.rPnr,�r:o a�: �IMPSON � NGINEERS �ASSOCIATES li\ s��a�� oma� � o�-i�P s�ir� zoo cary, rJS 2�s'19 i��a� e=,z-oane f919) 352-0590 �;Faxl W w W.S�RIC5r.f19nr��.�_ pRl LICGN]111tE N0. C �S%t � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PROJECT N0. 8-5687 WARREN COUNTY STATION: 14+96000 -L- Si,'EET �' Or � STATE �F NORiN �AR9LiIVA DEPARTMENT OF TRANSPORTATION aa�Ezc� GENERAL DRAWING FOR BRIDGE ON SR 1620 (LICKSKILLET RD) OVER SHOCCO CREEK BETWEEN SR 1647 AND SR 1625 27'-10"CLEAR ROADWAY - 60° SKEW RGVISIONS S�1EcT N0. �i0. - . pPTE; - BY: POTF: S-=� � hi TGTPL NJ SiaCiTS 2 C! r_ a