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HomeMy WebLinkAbout20150458 Ver 1_BD-5109AA Permit Plans_20150508• .� . . � � � L � � i T � � � �Q� �Qo � N 6,0� �.s, � o O�� -m� � � • � i �� ., � � ;� • • ` ` ` ' � � � See Sheet � A For I ndex of Sheets See Sheet � B For Symbology Sheet DETOUR ROUTE • ��______ _ _ f��. J 1 J� i � ��. � ,� � � BEGI�V -L- S�f� ., .. �.�_ _.�.� _�.w .� �_... _ ._ ................... ....._......... .... _..__ � � . � � ��� � ��� � � ����� ������� �� �������� / � / ,. . ' ' ' : ' ♦ � �/ . ;� ;�� .� • �• _.,.� �,, , � , , • . . - , -. , - -- v Q+� s�� �•r.�:z•�Z:� (� : ���� � : �� �-� � \ ! ! � ► -L- Jtc`�. I I rt' (�. UU , t t I i � � f i i f f ► � _� � -L- J I t'l. 1.5t.��.n.� ►�: : � ► -L° Jl"d. 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J i i/ E • � :1 �/'�� �lc 83 ��'�R�p PLANS PREPARED BYe PLANS PREPARED FORe HYDRA Ul��� t t�Gl11lEER GRAPHIC SCALES DESIGII t DA TA PROJEGT L�1�GTH PARSONS �'�"� '�'� ��� ���i _ BR/NCKERH�FF DIVISl��1t OF HIG�WAYS ���� ��� ���� ��.��� 50 25 0 5� 100 ADT Z O� � — � O�O 434 FAYF;I"I'EVILLE STREN;I' . 1000 Birch Ridge Dr. � � � � ,� RALEIGH,NC a76oi Raleigh NC, 276I0 �$ ���,��� �� � p� yy V = 55 MPH* LENGTH ROADWAY TIP PROJECT BD-5109AA = 0.039 MI I,ICEN3E NO.F-0165 �� a0�p � � �. 2012 STANDARD SPECIFICATIONS °�' � �`` � *� °� �o � �, � � o PLANS LENGTH STRUCTURE iIP PROJECT BD-5109AA = 0.�13 MI �. ��,��; * � � � � � �,�,�. � °Q '� R��$ � � o P.E. ° � ��r�i � �� .�� �,�*`'� � � SIGNATU,i2E �, , � , � � 50 25 0 50 100 TOTAL LENGTH TIP PROJECT BD-5109AA = 0.052 MI RIGHT aF WAY DATE: T(M HAYES, PE '�,.�� f_-- �,, - �� �� DECEMBER � 7 ZO74 j'ROJECT ENGINEER «;����W�' ,�ESIG.11� ��p o�aQ PROFILE (HORIZONTAL} �,- S�i�G 1��TR o� p�p��Q LETTI�G DATE: LAUREN WILSC�N, EI =� 1��63 ,; ; � O 'rJ O � O 2 O PROJECT DESIGN ENGINEER ''� ,�� �, FN � �� ,-' y��; � MAY 27 2015 MATT JO N ES PE fif� °'''' * STATUTORY SPEED LIMIT 11tCDOT C011tTACT: � � ''��� ������►� ��'''' �4-1Z�1 �� �E. PRO F I LE (VE RTI CAL) �IVISION BRIDGE - PROGRAM MANAGER SIGNATURE: � � � N � � PAVEMENT SCHEDU�E �� PROPOSED APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9o5B, AT AN AVERAGE RATE QF l68 LBSe PER SQ. YARDe lN EACH OF TWO LAYERSe PROPOSED V ARIABLE DEPT H ASPHALT CONCRET E SURFACE COURSE9 TYPE S9e5B, C2 AT AN AV ERAGE RAT E OF il2 LBSe PER SQ. YARD, PER I" DEPT H, T 0 BE PLACED lN LAYERS NOT LESS T HAN i%2 " OR GREAT ER T HAN 2" lN DEPT He Dl PROPOSED APPROXa 2e5" ASPHALT CONCRET E JNT ERMED/AT E COURSE9 TYPE //9e08, AT AN AV ERAGE RAT E OF 285 LBSe PER SQo YARDe Pf?OPOSED V ARIABLE DEPT H ASPHALT CONCRET E lNT ERMEDiAT E COURSE, TYPE ll9.OB9 D2 AT AN AV ERAGE RAT E OF ll4 LBSo PER SQ. YARD, PER i" DEPT H, T 0 BE PLACED lN LAYERS NOT LESS THAN 2//2" QR GREATER THAN 4" lN DEPTHo E� PROPOSED APPROXIMATE 4" ASPHALT CONCFi'ETE BASE COURSE9TYPE B25v08, AT AN AVERAGE RATE OF 456 LBS. PER SQo YARDe PROPOSED V ARiABLE DEPT H ASPHALT CONCRET E BASE COURSE, TYPE 825008, E2 AT AN AV ERAGE RAT E OF I l4 LBSa PER SQ. YARD, PER l" DEPT H9 T 0 BE PLACED I N LAYERS NOT LESS THAN 3" OR GREATER THAN 5%2" lN DEPTHe Ri SHOULDER BERM GUTTER T EARTH MATERIAL U EXISTING PAVEMENT NOTEe ALL PAVEMENT EDGE SLOPES ARE lel UNLESS OTHERWISE SHOWNo EOT 3' —0`�� V ARIES 0' —0'_ v PR�ESE�� o SEE X GRADE TO THIS LiNE T0 2, _��„ CI , VARIES El ) ( Dl � INSET iUOo /A l SEE PLANS FOR PAV ED SHOULDER LOCAT lON) USE llV SET /Uoo /A iN COIV JUCT lON w/TYPICAL SECTlOIV Noo / AS FOLLOWSo FROM —L — ST Aa l2 f2/e17 T 0/2 f45o10 LT FROM —L — ST Ae l2 f19e50 T 0/2 f45o10 RT FROM —L — ST Ao i3 +45050 T 0/3 f69e68 LT FRQM —L — ST Ao l3 f45o50 T 0/3 f69o32 RT � �, � Q �, � �, � � . 2' —4" 0, _7„ � 0 W �� R/ , � J/ � � rn � n n n i- -rn ._�.r,�..., lIUSET lVoo lB l SEE PLANS FOR PAV ED SHOULDER LQCAT lON) USE liV SET iVoo lB llV COIV JUCT l0/V w/TYPICA� S�CTlOIV Noo i AS FOLLOWSo FROM —L — ST AD l2 f45o10 T 0/2 f58o50 LT FROM —� — ST Ao l2 f45o10 T 0/2 +58o5Q RT FROM —L — ST Ao l3 -�`-45e50 T 0/3 f69068 LT FROM —L — ST Ao l3 f45e50 T 0/3 f69o32 RT EXISTo GROUIV D EXISTING PAV EMENT MILLED l J/2° ----- V ARIES AS DIRECT ED BY THE ENGINE�R C2i � C� ) iD2i � Dl� � E2 ---\ U .. . . . .. . . _ �•_ �------ — --�------------��--------- 2 //2"' M/Na 3" MINo Ml��llU� DETAIL FOR PRO�I�E COIVIUECTIOIUS T YING PROPOSED PAV EMENT S T 0 EXI ST lNG PAV EMENT S SEE ilV SET /Voo /A —�--- V ARIES ' � � 5' —l1" \ � � � �i � �� i � 1 � vAR�EsEcT� SEE X � 3'-0'`i_2'—ll" i _ �� D/ �G 8�-- ►���� � —L — i � //, _0„ � 2/, _�„ PROIECT REFERENCE NO. SHEET NO. BD-5/09AA 2A—1 ROADWAY DESIGN ENGW EER ,t,,,,,,,,,,,,�►►►„ , CAR`'''�•, , \`` �� � ' S � �� ,'l s O Po, .�y � , �;'�e � -� , A� '� _ , , , � 9563 ; , ` ; ci� ,: , <<; : '�.�'O� FNG►NEE�;"�P ; � y - � .� � ,���� ���� �� ����``,, PLANS PREPARED BY: PARSONS BRiNCKEI�%/OFF 434 FAYETI`EVII,LE STRFF.'I' SUITE 1500 RAT.RIGH, NC 27601 `_�— SEE llV SET IV oo lB ,— , ' S' —ll" j_ V AR/ES _ � , � � 2' —//�, 3, _�1, —� — —�_ _ EXIST lNG PAV EMENT V�lIDT H � i , �` GRADE � � ` PO/NT , � � C/ I w I W I C/ � T � �`� E/ � ��-----, � i � , , 002 002 , ��' ----- ' ---- I \_ _N v I = � � � D/ 8%, - � - � �\ � �\ 1� I � , S Vq�'�ES �� �_S��T � � � � E/ ' � ------�' GRADE TO T ylS �INE TYPICAL. SECTION 1Voo l T RANS/TION FROM EXIST lNG T 0 T eSo NOo /—L — ST Ae ll f75o00 T 0—L — ST Aa l2 f25o00 FROM —L — ST Ao l2 f25a00 T 0—L — ST A, l2 f69o50 (BEGIN BRIDGE) FROM —L — ST Ao l3 f34e50 (END BRi��E) T 0—L — ST Ao l3 +70a00 T RANS/T /QN FROM T eSe NOo / T 0 EX/ST /NG —L — ST Ao /3 f70o00 T 0—L — ST Ao l4 f20o00 // _//1 _��„ i ��, _�„ �RADE POINT � —L — i 27' —/0" � I �� I I W i //, _�„ C2 2, _��„ .• .t _�_ 00�00+00+00�00�00�00�00 00�00 T YPICA� SECT i0N /Uoo 2 �, _�,� FROM —L — ST Ao l2 f69o50 (BEGiN BRIOGE) T 0—L — STAo l3 f34e50 �END BRIDGE) ExisTo GROUND . � � �, � � � � � � � � � � � � � z �� 0 ��� � ��� � w�r,w ��� ��Q �nt»z rv�� �nrffw ��� ��� ��� ��� ��� ��� , � � ` � �' •� ����I�N �N� ������N� ��N���� I�������� ��a�e � �esc�i��ion �� ����vo� �e�a���^�,�g �Il�� �g�c�n----------- � �'iDciO.�a➢ ll �Il7CIl][D�7[ �.R jv Jl1�Il��1[°�Il�Il7l ---------------------------. —_► 1`D — 1�05.�1 �������.�� �n�� ]F���� ---------------------- 1�O�o�1 ����fl�.� ���n���� ������� IF���� ------- 1��2e�1 ��������� I����� �.�� ����� ���n�� _ _ �� .— 1�i��.02 �Il�� 1��.�n� ���� ]� ------------------------------------ � 1���°Ol 1���<02 l���o�l ����.02 1��5,01 1��5<0� 1��0.0� 1��Oo0� ��Il7YA][D�F �l�jo ��C16� �Illll� �llIl��JI� ll �](D�°�------------------- <���j bdddb ��1CQIl][D�II°�.7P� ¶��CJI� �lll� �llIl�¶CJI� JL �]��°� 6'YIl�llIl �aa��Illl7l� �,IlllQll ��ll���1P\j'll�]CIIIlIlQll� �����---------------- � �������,�� 1E���� �Il�� �C���l� ����°]� ----------- � �'U' 81��Y�� `Li�IlI[ ll'IlUD�R �'W e9,��llG----------------------------------- � EW— crw VW �.��1t� ���IliC ll' d HD�]P �'W �.��ll� �fl�� 1[�����.�����,�n�l� Q][��I�1'1[�-------------------------- -- � �°�������� IE���I� �������� ��� ����°�------------- � o � �I°�������� If���ll� ���Il���� ��.� ����°1�---- � ���1� �1]�G �IlIlll�� ���LIlEICIl�II7l� 1L ��]� ��]�� �--------------- a� ���lt� �Il]�H� 1LIlIlll�� ��QllIlIl'IlIl�IIll� �IP�.]� �}4]�D�°�------ o 0 ¶¶ � ��IlllllIlffi� ��.SflBIl ----------- --------------------------- � �][D��Il�ll ��HllllIlIlIl� �51.SIl7tIl------------------------- � ��CJL� �IlIlll�� ��QllIlIl7YIl�1tIl� JL 11°�,][Do 1���.01 ���� � ---------- ------- � -------------- A ❑ 1��20�2 �C��� 1�------------------------------------------------------- � � 1��20�� ���� � ------------ ---------------------------------- � � �J6iIlIlIlIlIl4Il�1P ��SIlII7l----------------------------------------------- � JL ��7[°�Qll � I(�IIl7tIlIl9Il�l[° ��.�IlII9 ---------------- �ffi]CIlll�II°�L1�Il�Rll �a'hSIlIlll-------------------------------------------- � CHARLES HEAFNER LEVEL III NAIVIE 3440 LEVEL I11 CERTIFICATION NO. ROADSIDE ENVIR�11iMENTAL UNIT DIVISI011i OF HIGHWAYS S1'ATE OF 11i0RTH CAROLINA � ����� �� 1�� �� �� ����� � �� ��� �� ��������� �1�� 1 . .'-�. ���,\\ i� � r� � I� (\ 7 I \ —I; �� •` \) ' jl( � .� �\. ���, �������� � .� �� •q �� �� � �� r .°� �� . � �'� •\ il �� ft' � � � � . �4.. �\\ .:.� /� '�,.� .� 1.... ♦ \� ,. �: ' � ' ' i � % � � / . � � _ � � � . � I I' ''I I'' ' I' • �; :' • �' � � . � � �_� _� / t GRAPHIC SCALES i i i .i ,' 1 " . � THESE E�OSION A11tD SEDIMEII�T COIVTROL I'LANS COMPLY WITH THE REGULATI011tS SET FORTH BY T.FIE 11tCG-010000 GENERAL C011iSTRUCTI011t PERMIT EFFECTIVE AiIGUST 3, 2011 ISSUED BY THE 1tiORTH CAROLI11tA DEPARTMEIVT O�' E11tVI�tONME11tT A11t1) 1 NATURAL RESOURCES DIVISIOtV OF WATER QUALITY. PLANS PREPARED BYe PLANS PREPARED FORe P�iRSONS DI VIS�011 t OF HIGI�WA YS BRINCKERHOFF sui�EisooEVU,r� sTx�r I000 Birch Ridge Dr. RAT.FIGH,NC a�boi Raleigh 11tC, 276I0 LICENSE NO. F-0165 2012 STA11tDARD SPECIFICATI011tS RIGI�IT OF WAY DATE: TIM HAYES, PE PROJECT ENGI11iEER LLTTI�G DATE: LAUREN WILSON, EI PROJECT DESIGN E11tGINEER 11lCDOT CONTACT: ��H EW JON ES, PE DIVISI011t BRIDGE — PROGRAM MANAGER STz►:`I E STATE PROJECT REFERENCE NO. SHEET 'fl"�TAL NO. SHEETS � o � o ��p�109�A ECp� STATE PROd. NO. F. A. PROJ. NO. DESCRIPTION 45355.1.27 BRZ-1809(5) PE 45355.2.27 BRZ-1809(5) RIW, UTILITIES 45355.3.27 BRZ-1809(5) CONSTR. O� �O �, C��P �G�� P� � Roadway Standard Drawings The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design Unit - N. C. Departtnent of Transportation - Raleigh, N. C., dated January 2012 and the latest revisan thereto are applicable to this project and by reference hereby are considered a part of these plans. 1604.01 1605.01 1606.Q1 1607.01 1622.01 1630.01 1630.02 1630A3 1630.04 1630.05 163Q.06 1b31.01 Railroad Erosion Control Detail Temporary Silt Fence Special Sedirnent Control Fence Gravel Construction Entrance Temporary Berms and Slope Drains Riser Basin Silt Basin Type B Temporary Silt Ditch Stilling Basin Temporary Diversion Special Stilling Basin Matting Installation 1632.01 1632.02 1632.03 1633.01 1633.02 1634.01 1634.02 1635.01 1635.02 1640.01 1645.01 Rock Inlet Sed°unent Trap Type A Rock Inlet Sediment Trap Type B Rock Inlet Sediment Trap Type C Ternporary Rock Silt Check Type A Temporary Rock Silt Check Type B Temporary Rock Sedirnent Dam Type A Temporary Rock Sediment Dam Type B Rock Pipe Inlet Sediment Trap Type A Rock Pipe Inlet Seciiment Trap Type B Coir Fiber Baffle Temporary Stream Crossing � l/)l ��1�IC�)\ ��1�'��1�[ C!>l C�� � . �-I � � I 1-1 \ � . . �� � � \ (�) I'� " [ � I-1 � � . �� I'� (�> l . l \ . �� � � ,�t i i / SITE DESCRI�TlO�I STABI�IZqTlOI� TI�E TI�E�RA�E EXCE�TlOI�S PERIMETER DIKES9 SWA�ES9 DITCHES AND S�OPES 7 DAYS NONE HIGH QUA�ITY WATER CHQW) ZD�IES 7 DAYS NOI�E S�OPES STEEPER THAI� 30l 7 DAYS IF SLOPES ARE 10' OR �ESS If� LENGTH AND ARE f�OT STEEPER THAN 2019 14 DAYS ARE A�LOWEDo SLOPES 30l OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN �E�IGTHo ALL OTHER AREAS WITH S�OPES FLATTER TNA�J 40l 14 DAYS NOI�E9 EXCEPT FOR PERIMETERS A�1D HQW ZONESo � ■ � � ■ ■ � � � SEDIMENT CONTR�L STONE STRUCTURAL STONE �- . 1' MII\I � �° °oo °� EXCELSIOR MATTING . , 2/3 CHANNEL WIDTH � ^ °o o �; � � o�� SECTI4N A-A � A - - - . •�. � � � � � � � � 1 NOTES �. �. . . . . . � . �. . � . �• . � ;� � . ; � .. �. � .! , . , � .� ,.. , � �. , . . � . ■ •� ••� � . � . � �� � . • . . � . . �• .•••�•• . �. � . � � ,.. � � , .� . ..: � �' � ` EVENT THAT EQUALS . � � '� ' ' ` � '� � . � . • • •. . �� � � � � � , � � � ' ' . . EXCELSIOR MATTING CLASS B STONE �IOT TO SCQ�� EXCELSIOR ' t ,-� ■ � � � � , 1 2' ( MAX _ 1 i ' �' � 2' UPSLOPE ! � '` 2 IN. � .� MATTING CROSS SECTION � � See Inset C +� ���►� � 2' UPSLOPE STAKE CRO�S SECiIQN .,. � ,, , '' � � . •. .� � 2' DiJWNSL�PE STAKE FLOW � � NOTES: 1 � 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 INT� 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 SPECIFICATItJNS. PRIOR TO POLYACRYLANiIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT TO BE APPLIED T4 EACH WATTLE. INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM 4VER 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. 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ADDITIONAL EROSION CONTROL DEVICES MAY NEED TO BE INSTALLED AS DIRECTED BY THE ENGINEER. —L— POT Stao 12�25000 � iij , , .. f , __ __ 681 ; ��� < / '.' �, �, /m� 1 � j, . ,, , � � ;��1:� � R V�I 4�J;�:ti�� I K E ;���0��... � �r. �. , � � � f ,,,: -� , �_� ��. , �. . -_ °�-��,,,,,i =%' � __ _ _�.��,. _ � � � � N \ � � E� � � � ff� � f�} ff� ff? � ff� ff} � � � z � �o ��� ��� ��� ��� W�w ��� ��Q cn �rz � �� cn t-r-rw � -�� ��� � �-�rr � �-c�-r � �-� � �� � � � � N \ � � � f� � £9 ffl � � � f�} (f3 {i3 � � �t f� � C� �o �.�� � �� ��� � �� w {fpL.iJ u �.� I— �fl GI cJ� �Z �— f�T LY_ V7 ft� LLI ffJ �flCf� ffr ft}� �ffl� � � �fl ��� ��� � � � � N \ � ff} ff} ff} ffl ff} �i � � � � �rr � � � � � z � �o � y�� � �� ��� ��� W �w ��� ��Q cn �»z ��� cn �»w � �� ��� � �r� ��� � �� � �-� � � � � N \ � � f� ffl- ff} ff} ff} ffl � ff} ff} ff3 ff3 {fl � � ffl z � �o ��� ��� � �� ��� W �w ��� ��Q v>�»z ��� cn fPr W ff} fF}(� � �� ff� ff� {fl ff� -Efl fPr ff} ff} ff� ff} ff}� 700 690 680 � 670 660 —I— c -�c c c c.� c v: �.c� a �Q o� ,� C �7' Ll': N I \ C b f� ,�. 12+00 +Oa3000% � STAe = 12+25e00 —L— ELo = 686e49 12+50 1`-0" GRADE DATA -L- EARTH BERM �Ti i� n r� n��in R�NT � (TYPJ STAa 12+68038 —L— ELo 686063 BEGIN FRONT SLOPE ELa 687010± STAe 12+60048 —L— � ELo 686e60 FIXa — — — — — — — — — — — — — — — — — �.��������������� T��.' �, � LOW CHORD ELo 684006 � �� 1'-0" MINo� 1�/2e 1 SLOPE —� (NORMAL TO BENT) (TYPe) 13+00 SPAN A UNCLASSIFIED STRUCTURE EXCAVATION (TYPJ ELe 686a1 ± WATER SURFACE ELo 67505± (06/27/2012) i GRADE T Q100 DRAIN ELe 683a0 ELe 686e1 ± ELo 68000 �� � �e i ` � ` � 3'-6" (TYPo) ELo 67500 ± CLASS II RIP RAP (TYPo) —GRADE TO DRAIN END BENT 1 SEC T I ON ELe 68000 CLASS II RIP RAP ALONG -L- 13+50 1'-7" (TYPe) FILL FACE C� END BENT 2 14+00 STAe 13+35e63 —L— ELo 686082 � BEGIN FRONT SLOPE STAo 13+43060 —L— ELo 68805± ELo 686085 �l FIXe _ ------------------ — --�-- — --- --- — / � � � � � � � �, � LOW CHORD ELe 684025 APPROXIMATE � 1'-0" MINe EXISTING GROUND ! ►� : ► HP 12X53 STEEL PILE (TYPo) HYDRAULIC DATA DESIGN DISCHARGE____________________810 CFS FREQUENCY OF DESIGN FLOOD______-____25 YRSo DESIGN HIGH WATER ELEVATION________68200 DRAINAGE AREA_______________________ 2a0 SQoMIe BASE DISCHARGE (Q100) _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1135 CFS BASE HIGH WATER ELEVATION _________683000 OVERTOPPING FLO�D DATA. OVERTOPPING FLOOD DISCHARGE________3000 CFS FREQUENCY OF OVERTOPPING FLOOD_____500+ YRSo OVERTOPPING FLOOD ELEVATION-_______68605 o �----, 1'-7" MINa BERM � � � NORMAL TO CAP � � � i �—� � � � 2,_0„ , � � � `J_�_i ! � SLOPE 1�/201 � GROUND LINE 1'-0" MINa EARTH BERM NORMAL TO CAP � � z GEOTEXTILE On � � PLAN PILES NOT SHOWN FOR CLARITY DETAIL "A" 1� - STATTONS AND ELEVATIONS TAKEN ON EXTENDED TANGENT L!� I L I V I,J L_ LJ TANGENT � � � � � , � I HEREBY CERTIFY THESE PLANS ARE THE AS-BUILT PLANS PROJECT N(J. BD-5109AA DAVIE COUNTY STATIONo 13+02000 —�— SHEET 1 OF 2 REPLACES BRIDGE NOo060