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20151100 Ver 1_Application_20151022 (2)
Low Impact Bridge Project Data Sheet - Attachment G Completed by: � c�- � � � � � O� O � � I .. � � ., � � _� � � � � �� � Q� ��_ N�� �00 ��� �,,� ��� � e c�=; See Sheet �-A For I ndex of Sheets See Sheet �-B For Symbology Sheet DETOUR ROUTE ���� `� �� �`�� `����� ��� ���`�� ������ �! �� �� �� L��� LOCATI01�: REPLACE EXISTII�G SR 1837 - B UD SI1�I� BRIDGE 1�0.361 r� • T YPE OF WORI�: GRADIII tG, DRAII�A GE, WIDE1�I11 tG, CORED SLAB BRIDGE A1�D PA VEMEI�T MARI�II�GS �O eF� tiF so �O '9 � '�O � � BEGIN BRIDGE \ � ��� ; ,� � � ' � Sta. 13+36.27 , , � � \ � \ ' , � \ �,� � \ � �` \ \ � �� , � ��� ������, � � �, _� � � � — -- �� - �,� � � � � _ ,�, � � ��� � � � �, , ,,, __ � � -L- Sta. 12+40.00 BEGIN TIP PROJECT BD-5109L -L- Sta. 12+70.00 BEGIN RESURFACING - --�-- , `-\ ,_\ \� �c� � \� 1, ?\ C( ` l�� �� � ,�� \\ \ �� � � � �� END BRIDGE Sta. 13+98.52 ./5 , � ; _� � BUD SINK RD SR � �_� � � �� , �� � �F� `�;^ ;, �' � p� �t '9,Po . c�P FF � 1837 TO RIDGE RD. � �� o , - _. o I � `� I � I ` — I � I � � � � � , �___- -L- Sta. 15+00.00 END TIP PROJECT BD-5109L -L- Sta. 14+70.00 END RESURFACING 2� ��O G�� �� �o ����������� ��,��� �� ��� ��� ��� ������U����� PLANS PREPARED BYo PLANS PREPARED FORo HYDRAULICS E11tGI11tEER DIVISI0IV OF HIGHWAYS GRAPHIC SCALES DESIGI� DATA PROJECT LE11lGTH PARSONS STATE OF 11�ORTH CAROLIII�A BRINCKERHOFF DI VISI01� OF HIGHWA YS ADT 2001 = 1100 4aa ra��rrrv�i�i,r sTiu;rT 1000 Birch Ridge Dr. SUITE 1500 5� 25 5� 1�� V = 55 MPH = ►�.rac��i,�c 2�boi Raleigh 1VC, 27610 �� �oap�h �� � � LENGTH ROADWAY TIP PROJECT BD-5109L 0.037 MI i,r�rv5r NO.F-0165 �� ��o , , , � 2012 STANDARD SPECIFICATIONS Qp �oQ LENGTH STRUCTURE TIP PROJECT BD-5109L = 0.012 MI � � PLANS P.E. ° � SIGNATURE: � � 50 25 0 50 l00 RIGHT OF WAY DATE: TIM HAYES, PE Q� �° TOTAL LENGTH TIP PROJECT BD-5109L = 0.049 MI PROJECT ENGINEER ROADWAY DESIG11t ��� �,�� PROFILE HORIZONTAL E111GI11lEER p o� �ap��Q°�s � � LETTII�IG DATE: ERIC MISAK � O �J O � O 2 O PROJECT DESIGN ENGINEER 11lCDOT C011lTACT: MATTHEW JONES, PE pE. P.E. PROFILE (VERTICAL) DIVISION BRIDGE - PROGRAM MANAGER SIGNATURE: STATE HIGHWAY DESIGN ENGINEER J � � c � � � � � �r � � � � � � � � � � z � �o �� �� �� �� ��3 � �� �� �� �� �� �� �� �� �� �� � PAV EMEIUT SCHEDULE C� PROPOSED APPROXe 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9e5B, AT AN AVERAGE RAT E OF l68 LBSo PER SQo YARDo lN EACH OF TWO LAYERSa PROPOSED V ARIABLE DEPT H ASPHALT CONCRET E SURFACE COURSE9 T YPE S9a5B, C2 AT AN AVERAGE RATE OF ll2 LBSo PER SQd YARD, PER l" DEPTH, TO BE PLACED lN LAYERS NOT LESS T HAN l%2 " OR GREAT ER T HAN 2" lN DEPT H, �� PROPOSED APPROX. 3" ASPHALT CONCRET E lNT ERMEDIAT E COURSE, TYPE l 19d0B, AT AN AVERAGE RATE OF 342 LBSe PER SQe YARDe PROPOSED VARIABLE DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE9 TYPE ll9e0B, D2 AT AN AV ERAGE RAT E OF ll4 LBSe PER SQd YARD, PER l" DEPT H, T 0 BE PLACED lN LAYERS NOT LESS T HAN 2//2" OR GREAT ER T HAN 4" lN DEPT He E� PROPOSED APPROXIMATE 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.OB, AT AN AVERAGE RATE OF 456 LBSe PER SQd YARDd PROPOSED V ARIABLE DEPT H ASPHALT CONCRET E BASE COURSE, T YPE B25.0B, E2 AT AN AVERAGE RATE OF ll4 LBS. PER SQa YARD, PER l" DEPTH, TO BE PLACED lN LAYERS NOT LESS T HAN 3" OR GREAT ER T HAN 5%2 " lN DEPT H. Rl SHOULDER BERM GUT T ER T EART H MAT ERIAL U EXISTING PAVEMENT w WEDGING DETA/L NOTE: ALL PAVEMENT ED�E SLOPES ARE l:l UNLESS OTHERWISE SHOWN. EXISTING PAV EMENT MILLED l l/2" ---� ---------------- VARIES AS DIRECTED BY T HE ENGINEER C2 � U Cl ) (D2� i Dli � E2 � /'1J -- ��- ------ -- --—�--------- , 2 //2" MINo 3" MINe Ml��lIUG DETqI� �OR F'R0�l�E COIUIVECTlOIUS TYING PROPOSED PAV EMENT S T 0 EXIST lN� PAV EMENT S SEE lIUSET /Uoo /A AlV D lUoo lB ,_--_, �_ V ARIES � i� 8' —5" \ 2el � i i i� � � ii 1\ � � 3, _�,� 5, _5„ � � � T � � � . � —L— � l0, _0„ � l0, _0„ � � � EXIST lN� PAV EMENT W lDT H � \� GRADE j � POINT � � � C/ i W i W ( � I , s02 � 002 , C/ —,------- i -- ------ � I � �� U E/ � 8, _5„ 5, _5" 3, _�,� � T ' " D/�----� - GRADE TO E/ � T HlS LINE GRADE T 0 T HlS LINE T YPICAL SECT l0/U lV oo l VARIES 2°/ USE T YPICAL SECT l0/U /Uoo / AS FOLLOW So T RANSIT lON FROM EXIST lNG T 0 T oSa NOa/ FROM —L — ST Ae l2 +70,00 T 0—L — STAo l3 �20000 FROM —L — ST Ae l3 +20000 T 0—L — STAe l3 +36a27 (BEGIN BRIDGE) FROM —L — ST Ae l3 +98e52 (END BRIDGE) T 0—L — ST Ae l4 �20000 T RANSIT lON FROM T aSe NOa / T 0 EXIST lNG FROM —L — ST Ae l4 +20e00 T 0—L — STAe l4 +70v00 EOT 3' —0" � V ARIES 0' —0" TO 5'-5" T HlS LINE 0 , lIUSET lUoo lA (SEE PLANS FOR PAVED SHOULDER LOCATION) USE lIUSET /Uoo /A //U COIUJUCT l0/U w/T YPICAL SECT l0/U lUoo l AS FOLLOW So FROM —L — ST Ao l2 +890/0 (LT o) T 0—L — ST Aa l3 +24097 (LT o) FROM —L — ST Ao l2 +86023 (RT o� T 0—L — ST Ao l3 +25056 (RT o) FROM —L — ST Ao l4 +24a88 (LT a) T 0—L — ST Ao l4 �67a82 (LT ,) FROM —L — ST Ao l4 +09052 l RT e) T 0—L — ST Ao /4 +5/a/2 (RT e) �, _�„ 5' —5" /0' —0" GRADE oniniT r� 2' —4" r-3, _�„ T HlS LINE lIUSET lUoo lB USE llV SET lUoo lB llU COIUJUIUCT l0/U w/T YPICAL SECT l0/V lUoo l AS FOLLOW So FROM —L — ST Ae l4 �09e52 (END APPROACH SLAB) T 0—L — ST Ae l4 +24a88 (LT e) � —L— i 30' —/0" I ��E I � � ( I�/ /0' —0" 5' —5" 2" T YPICAL SECT l0/U /Voo 2 USE T YPICAL SECT l0/V /Voo 2 AS FOLLOW Sa �, _�„ FROM —L — ST Aa l3 +36027 (BEGIN BRIDGE) T 0—L — ST Ao l3 �98052 l END BRIDGE� � � � � � �� � � � � �� �� � �� � �� �� �, � ��� Q�. �� o�� o�� oL� � o� o�� BE�IN APPROACH SLAB -L - ST Ae l3 +25a27 80/ TAPER -� l Sol TAPER BEG/N BR/DGE -L - ST Ae l3 +36027 . � 30' -/0" CLEAR RDWY END APPROACH SLAB -L - ST Ae /4 +09e52 PROPe SHOULDER � BERM GUTTER I i�, �80/ TAPER �� , f �, � �,����,� �� I c,-� f �O 80/ TAPER > ��, lf END BR/DGE RIP RAP EXIST. DITCH �0 W�C L B EST 17 TONS EST 46 SYGF ��� CLASS 'll' RlP RAP x� w/FILTER FABRIC (TYPe) �0 T 0 SHOULDER POINT ���° SPECIAL CUT DITCH � EST 40 TONS Q0� (SEE 1DETAIL A) � EVELYN SHOAF SINK � ' � � � -L - POC Sta. l2 +70.00 � � � �� BE,GIN RESURFACING — l � -L ST Aa /3 f98e52 �����,� : \ � ��G� �� '� , � %BEGIN FENCE \ � �;�, ��� ����:� ���, TlE TO EXISTa t � � � �o SKETCH SHOWING DIMENSION OF PAVEMENT �' � \� , ��'�,, �8,,� ����� � �40 AND SHOULDERS IN RELATION TO PROPOSED ��' `,, �; ���'� t� � � +40 BRIDGE WIDTH r` � �`� �`����' 30' 0 PAVED SHLDe 760 750 740 730 720 710 700 DETAIL B SPECIAL CUT DITCH ( Not to Scale) � Front � Ditch Natural `L�1 ,��e'� SIo e Ground �'I p F\o p Filter F bric Min. D = 2 Ft. Type of Liner= CL B Rip-Rap Max. d= 2 Ft. FROM STA. 13 + 20 TO STA. 13 + 50 (RT) FROM STA. 14 + 00 TO STA. 14 + 70 (LT) �' �5;, � , � , r , �„ , � � , . e q8. , � D�� � � w ��, < , ,. � � � �, ��` \���� `�.\� / `� - x� , ; � � �;�,� �RAU C fi �� ,.�. ��S„ ��\; �, 350 _____ ��^ r' SIGN � �� �s � � (' � � \ . (� ' �9� � � -- V � ��- Q U f o � Oq � REMC�(E • I V� � � " I p SO i r , ;,> � � � i N � cr �' ,� �Q � ��'�r��- ��� -� r' f, � MICHAEL T. BOLES ��� (f , f d ' t ' +40 �f i 30 �������� ������ ��� ������ ������ ��1��(7�C�I°�T]�IE �����I1 lla� ��°ILII°��� ��� 4�i��i�iolloll� ��� �11.U°����°�e � i r` N � DETAIL A SPECIAL CUT DITCH ( Not to Scale) � Front � Ditch Natural 2 �',a,��e� Slope Ground I p f�\ d Filter Fnbric Min. D= 2 Ft. Type of Liner= CL B Rip-Rap Max. d= 2 Ft. � -L- CURVE DATA ", ! Pl Sta l2 +15.70 ! 0 = 36° 29' 12.5" (LT ) � D = l5° 04' 40.2" i L = 24/e99' �� T = 125.26' i R = 380.00' � �'� END FENCE FROM STA. 12 +40 TO STA. 13 + 00 (LT) `� '�,, T lE T 0 EXIST a � � � � ' o ?,� +34097 � ,='� RIP RAP EXIST. GARY W. CHISHOLM � � r�`� �r�''� DITCH W/CL B 0 -L- POT Stao 14+70a00 � `' � � ���u� �� EST 50 TONS � � � 6 q 2 2=> END RESURFAC/NG i� Q ���_�EV 7�,;,,����� EST 77 SYGF �' m ° ,� 65 � ' �� � , ' � `� � � � � ��� 65 +50 N ' 65 � + � ��� 50' � ' 30� �� . � � �E �0� � � °_'. �F r�. �, �:i =D ITYPE III � C P� + �, ��� z � �"` �T�(PEP�E ss� C0� 13�-1DGE �56� �D � I !=CL �s° — , X �. -- _ _ ,� - '' C TYPE I�lo p�": NG � -.AT-1 �,, � ��T1P ��� 3 � ;I :: -L - POC Stae l2 +40.00 � `. � � �= � \ ROC BEGIN TlP PROJECT BD-5/09L +00 ��-. ouTCR , 55 + � NANCY N. CROUSE 2O R t�� LIMIT OF � i SPECIAL CUT DITCH '=' EXCAVATION �, !� 3 EST 26 TONS L, �' EST 70 SYGF �`� (SEE DETAIL B) � i � C: GRAU �� ; 350 C�� �,. �� � RETAI �. 0 SPECIAL CUT DITCH EST 90 TONS % EST 140 SYGF ' (SEE DETAIL B) ` -L - POT Stao l5 +OOo00 -� END T lP PRO�ECT BD -5/09L � �x�snN� Riw --��- - 18" RCP - _ = 12" (DATUR) w 2G� v� —L— � - � o o __,�_ S 62° 36' 2/°0" E' �RtAU . 350 I , F _ _ - �F -� - - ���� Hc� °+ � " GT � /7i �� EXISTING R/W � �r , �� ;i�l EMC , ��, R �TYPo� +Q0 � , �9To�— � f l38 24 '—� 4 W 30 �� f00� r� / U� \ �-. � � � `. 50� ;� � �� ., � ��`��; CLASS 'll' RlP RAP � � ��w/FILTER FABRIC (TYPo) �� TO SHOULDER POINT - DO NOT REMOV E �`-., TO RIOGE RDa �� -' - � - � - ! i? HDPE �� — ' , � �� i � I� � � i� , � Ij � � � � � ,--__ o � � 0 � i J i CONCe WEIR °ti,� cHa� H. sHoaF �.�, � JEANIE C. EVERHART q o`� 4 �1 N J � O � � NG G�� 2��1 S ���N Np,O �----�°� PROJECT REFERENCE NO. BD —5/09L WW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 4 HYDRAU LICS ENGINEER 1C"�ll.'s��l�'11�A�1 ��� JC'"��1�1 � Il9� N�'ll° U�IE 1F� C�N�'Il°F$U�°JCI�N PLANS PREPARED BY: PARSONS BRINCKERHOFF 434 r�YF: i°rr:��i,�.N sr�:r.�r SUl"I'� 1500 12AI,�IGH, NC 27601 LICF.NSN: NO.I�-0165 �i� � � �i �i� �i �i� � � � j� i � � j� � � B G/N R/D E �� j" END BRl GE � j - =� � o�.� . - - �#a � e -L St a l3 + Oe00 ! � � -L - Stoa l4 +2 °00 � � � � � --- --- --- --- -- - - -- --- --- --- --- --- -- B GlN RAD '' EN GR DE _: _ _ _ : _ EL 729e 8` - - - - - -- EL. 28.7 �--- _. : - BRIL�GE HYDRAULIC DAT A -- S ae /2 70eQ -L - ta. l f70a 0 -� �L 1� � --- -- - - I I I -- --- -- �/lZ G DES/GN D/SCHARGE _ 1760 CFS Y Y Y I I I I ' DES/GN FREQUENCY = 25 YRS 50' 0' DESIGN HW ELEVATION = 726070 FT BASE DISCHARGE = 2200 CFS ; TR NSl lON RAN lTlO BASE FREQUENCY = l00 YRS i i i � -- € � �- -- --- -- - - --- L ST l3 6704 -- -;--; ,--- j �-- -- ' '� BASE HW ELEVATION = 727a20 FT ;�; ;�! GRA E L e : : _ - -- -- -- �� o � - -� - - - -: __ L EL 7280 4 — -: -: OVERTOPPING DISCHARGE 3000 CFS INGL SP N l � 7� 1� OVERTOPPING FREQUENCY= �500 YRS ELe 7 9a70 E e 728e 0 G A D E L Te OVERTOPPING ELEVATION = 729a40 FT � 0', 2" C O R D L A B � � � � --- =� — --- --- — — � -- -- � � P/ /2 +7 � ��� Lo 72 a/3 0° SK W EL 724e 8 > EL< 727> 4 - __ ___ � _ _ - _ _ _ __ - -- _ --_ __ __ � - fz6 -- - - - END DlT G ADE LT. _ -) �� o -- -- _ _ _ _ - -__ -- --- - -- - _ _ _ __ � __ - -- _ _ . --- -- - _ -- --- � I --- -- - ----- : � � � (-) 60 000 o Pl=l +00 EN Dl CH RAD LTe : : : : - - -- , � e — �� , __ _— _ : , o , , -- ---- : : ____ : : ° _ — -- — — — -- , -- , _ __ — _. . . _ . . --___�__ �__ � � � ELe 727e 8 _ .-- --_ --___ -- --- --__ ___ _-- -__ __ _ _- --- -___ ___ _ ___ __ __ _- _ __ _-_ _ --- --- ___ ___ __ � � o .- _- - - -- - - - - _ __ - .2 0 - . - __ _ - _ � _ _ - _ __ ___-__ - - - - _ _ _ _ _ _ _ _ _ _ . _ _ __ _ _ _ _ _ - --- _ __ ___ __ __ _-- __ _ _ _. ---� _ - - ---_ _____ ___ _ -- - __ --- _ ( - Oo30 0% `_ -- i . - _ _ _ __ _ :- =_- __ _ - : __ _ - l00 YR SEL 727. --- � - , - — � - - - - j . 25 YR SEL 726. _ - _ __ _ _ _ _--- , , I , .OpO _ - �-_ --- --- . _ . - __ - BMl ELEVATION = 723°09 --- -- : - : __ _ : L - ae l2 40s0 - � , . � +)_ . . -- -- -__ __ _ - _ _ ____ ___ . _ __ N 780/9/ E 1642256 � v -L - Stoe l5 +0 a00 -__ __ _ - - __ __ _---_ B GlN T lP ROJ CT D-5 09L = �'��>% EX V AT ON : :- =_= L ST AT lON l3 +75e4/ lOOs05 LEFT � - �_ � e �� _ END TlP PRO ECT BD- 109L . R/R SPIKE SET lN ROOT OF 30"BEECH : : : _: : _ : : : - , ` - : - _ --- : T Ao l+20 T REE ON T HE NE SIDE OF BRIDGE - -> � ___ ---- ---- _ --- - - - -� 0. 909 °o CLA S ,� , RlP RAP _-__ -� - _ _ _ __ - - ___-- --- - __ _ -- -- - _ Le _ -- ° __ _ - _ _ _ _ _ _ __ Pl=l3+ 0 � � � • �_ - _ - W (/ /9/ 0//) -- - ___ El = 7 4a96 E - - __ --- __ - _ _-- -_ (- 1408 00% _ . __ ____ ___ . . -- __ - . � � � � l00 - R C NT R CT lON SC UR EP H -- --- __ _ _ _ __ __- -- __ - _ _ : E�XCAV T l0 � i i ___ _ - - _ _ - _. STa / 7 CY ENDI D/TQ'H G ADE RTa . : : : : : : : : � � i : : __ _ . __ -- EL 7�2 00 � _ � � � � � � � � 10 11 12 13 14 15 16 17 760 750 740 730 720 710 700 �,. � ff} f� t� � � � � � � � � ��. � � z �� �° �� � �� �� w� �� ��� �� �� �� �� �� �� �� � ����� �� I����SI�]E ]ENVII��N1�I]EN��]L UNI7C �]E���$�°1�IEN7[° �]F ']C�$�NS]��R�C�']CI�N �IVISI�N �1F ]HI(aIHWAYS RALEIGH, N.C. 2012 S7[°ANI)�I$II� S]�ECI]FIC�7CI�NS ��SC������� ��� �� � ♦ �i� � � ; � �'� \ � . � . \O RI P RAP EXI ST. 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D= 2 Ft. �vnP nf Liner= CL R Rin—Rnn IV�px. Ci = 2 Ft. FROM STA. 12 + 40 TO STA. 13 + 00 (LT) CHARLES HEAFNER LEVEL IIIA NAME 3340 LEVEL IIIA CERTIFICATION NO. Min. D = 2 Ft. Max. d = 2 Ft. D ETAI L 13 SPECIAL CUT DITCH ( Not to Scale) ?'I Fjpffeor � r � Filter Fabric Tvne nf LinPr= CL R Rin—Rnc FROM STA. 13 + 20 TO STA. 13 + 50 (RT) FROM STA. 14 + 00 TO STA. 14 + 70 (LT) � �, )� . �/ .� �. . N� G�S�S 20 ���N NP� \ Wo CHISHOLM RI P RAP EXIST. DITCH W/CL B I � I � � 0� I � I � , �� i i i � i � � I PROJECT REFERENCE NO. SHEET NO. BD -5/09L EC -1 RM/ SHEET NO. PLANS PREPARED BY: PARSONS BRINCKERHOFF 434 FAYETTEVILLE STREET SUITL 1500 RAI.F,IGH, NC 27601 LICLnSE NO. F-0165 I[�IEgIEIL,�I�I[�I�T�]Eg� ][�][�AI�T� IID� SV�°]C gT�IE 1F�lfb ��N�°ICg8g7C°I B�N I � ' �� � PE IA � �� � ,' ,'; ` � � � � � � � UT D11fCH� r � � � � , A R E�A B u N ��� � ET�AI L'B) ' � ' ,� � l � �� A I � � � I � \ � � I 2 �� � I � � I � l � ` \ � I� \ � �� \ \ l l � � �� � � � �� � Fe\ � \ � �\ � \ �\ � � � I � \ o \ � \ � � /\ � \� �� \�� \ ��EXI�.�I�1G��V1` ��� �9� \ �.G� \ r \ � \ o \ � \ \ \ � � Q ° 11��` — — _ �— _ — �� : � � -�, � � � � � � �� R �� � ` _�,� — _ � � � ` — —_ �'� �`�_ � �� =�-�CC� � - =---,� —_ � �i8 -�_--- J _— —� � 4�F�S=� / — �_ —� � _ � _ � ' � � 1 � i � � , , � � � � � � � ' � —� � � � SBG �,x �, � � ,, � � � � � �_ �� . _ �\ 'i�—��\ ��\—� � � 38-� J�5\�CP � =1�1�32� ___ _ =733 _ �l� —\'–`�--� ="f'�� ��L _7—� � \ / o � � � � � � � \ � � /J � ', 12" H �� � � i ��'EXISTINIS R%W�\ \ ��\'� \ �� � � � � � \� i� `� \ I � � � � � � � � � � ' �'�s � � I � � � � >�� �� �� �� �� ��\ � �� � �� I I I ��� �� �� ���, � � iQ� ' �� � 1 I � � � I \ \ �� � I � � � � � � � �� I I `� � �� �� � �� �� '�� �; � I � � �� �� � � � � � ' � � � I I �s � ��� � � � � � ' � � _ � � �� � '�� �, � � � �'_-- � �� � . —���5�� 'u'�RIP RAP , � � f�T ER �ABRIC (T YPo) a-TO ULDER POlIUT DO lV OT REMO�E COIV Co W ElR '' �I� 1 '' � " I � -� \ II> . �� I'� II� II> I'� . �� \� � I \ � ; � 1604A1 Railroad Erosion Control Detail 1605.01 Temporary Silt Fence 1606.01 Special Sediment Control Fence 1607.01 Gravel Construction Entrance 1622.01 Temporary Berms and Slope Drains 1630.01 Riser Basin 1630.02 Silt Basin Type B 1630.03 Temporary Silt Ditch 1630.04 Stilling Basin 1630.05 Temporary Diversion 1630.06 Special Stilling Basin 1631.01 Matting Installation 1632.01 Roek Inlet Sediment Trap Type A 1632.02 Rock Inlet Sediment Trap Type B 1632.03 Rock Inlet Sediment Trap Type C 1633.01 Temporary Rock Silt Check Type A 1633.02 Temporary Rock Silt Check Type B 1634.01 Temporary Roek Sediment Dam Type A 1634.02 Temporary Rock Sediment Dam Type B 1635.01 Rock Pipe Inlet Sediment Trap Type A 1635.02 Roek Pipe Inlet Sediment Trap Type B 1640.01 Coir Fiber Baffle 1645.01 Temporary Stream Crossing Ho SHOAF NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL REQUIRE PRIOR APPROVAL BY ENGINEER. ADDITIONAL EROSION CONTROL DEVICES MAY NEED TO BE INSTALLED AS DIRECTED BY THE ENGINEER. �CSRll� 1L93 ° N�4Y9 ��9 � ��9 ��9 ITCCC�� � NII�I � ' I � I (�> \ �"I' ��"I�I (�>I (�> I �� I-I I � i 1-I `� � . �� � " � I\ C�) I'� " I ' I-I � � . �� I'� (�> 1. I \ . -� ����������� ����� d9QD N�°1C g7�]E ]F�lft ��NS°ll°IgU�`J[°B�N SITE DESCRI�TlOIU STABI�IZATlOI� TIME TIME�RqI�E EXCE�TlO�IS PERIMETER DIKES9 SWALES9 DITCHES AND SLOPES 7 DAYS NONE HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE S�OPES STEEPER THAN 30l 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2019 14 DAYS ARE ALLOWEDo S�OPES 30l OR F�ATTER 14 DAYS 7 DAYS FOR S�OPES GREATER THAN 50'IN LENGTHo ALL OTHER AREAS WITH SLOPES FLATTER THAN 40l 14 DAYS NONE9 EXCEPT FOR PERIMETERS AND HQW ZONESo � � � � N � _,r� � � � � �= � � � � � � � � z � �G ��� ��� ��� W�W � ��� ��� ��z ��� v� �w ��� �Pr fir � b? ffr f� ��� ��� ��� O 2.5 5 PROJ. REFERENCE NO. SHEET NO. BD-5109L X-1 5 0 5 0 5 50 5 0 35 30 25 20 1 1 1 1 20 25 30 35 0 5 50 5 0 5 0 5 I[�IEg1E1[�� �1�1 IE��Y 1[�l[e I�T� � 1`3��[° I7:�� 1�9 ��N;� �ZiZ°J[°3 �T U1 V � 0 W cv .02 �� ---- -- -- __ _ _� � �� � _ __ _ � -- _ _— ,�— ---- -- ---- -- -- --- � � -2 ;� ' 72 00 -- ---- -- -___ __ , o BEGI B I D E S A. 13 � 6. 7 BGNAPOCHS BSA.13+5.7 . __ __ = 2. __ __ — —�— -- — -- -- _ _ ,_ _— -- _ , ,, e -- -- ---- -- — -- — _ � __ __ _ _— , ,— � — � _ ---- ------- -- -- ---- -- -- ---- -- -- -- ____ _ � 72 00 0 E IST. _- -- EXI T._ - _ __ __ _ __ _— ---__ _ __ -- _ — -- -- __ ---- -- _ --\ � -- �_ — o ��� -- ---- -- -- ---- ____ _ ---- -- -- � , 72 04 ---- — __ — , 0 __ NOTE: APPROXIMATE QUANTITIES ONLY. UNCLASSIFIED EXCAVATION, B0RR0W EXCAVATION, SHOULDER BORROW� FINE GRADING. CLEARING AND GRUBBING� BREAKING OF EXISTING PAVEMENT, AND ,, REMOVAL OF EXISTING PAVEMENT WILL BE PAID FOR AT THE CONTRACT LUMP SUM PRICE FOR "GRADING." _ _ __ -- ---- -- -- __ _— --- -- ---_ _ ,— ____ - _ _ _ _ _ _ _ — _ — _ .— — — — — — — — — — �\\ / / � � � — — � i - — — — — _. ,_ _ _ _ _ _ -- — - - — — , .- 7 20 2 --- -- --_ _ __ -- — 290 70 — I-�: __ __ i � _ i i_ __ _-- = I N I H L o _, —�-- —� - � '_— — . � —_ � � � � . i _ � � � � _ � � �_ _� _�_ :_ — , _ _ -- — _ -- —, . _ ---- I I_i_ _ __ _ —i- __ I--I- I _I_ I _ I __ , -- -- - -�- j -- 5 0 5 0 5 50 5 0 35 30 25 20 1 1 1 1 20 25 30 35 0 5 50 5 60 5 0 5 � � � � N � _,r� � � � �a �- � �- � � �3- � � � z � �G ��� ��� ��� W�W � ��� ��� ��z ��� ��w ��� ��� ��� ��� ��� ��� O 2.5 5 PROJ. REFERENCE NO. SHEET NO. BD-5109L X-2 5 0 5 0 5 50 5 0 35 30 25 20 1 1 1 1 20 25 30 35 0 5 50 5 0 5 0 5 -- ---- -- -- ---- -- -- -- ---- -- - -- -- ---- -_ -- -- ---- ,, -- , — 72 063 '' , , , _ , 27 q8 ' �_-- ____ o ---_ __ --- __ __ _ __ — E D TP R J C BD- 1 9 . � 0 � .� ----� ___ . - _- - ---- — -- -- ---- -- -- ---- -- -- ---- -- -- — -- — —��, 72 064 - � �� o � � ------- __ _ __ _ __, , , , \_ _ . __ , , i a- __ ___ _ o __ ___ ___ _ � N � � ?'I - A�'• -- -- ---- ---- __ __ - - _- �� ��� �� � �� _ __ � - � � ���� r� °r u��c n�,�� �c �v�°r�au�� ����v -- --' --.�\ � � — — — — — — — — — — — — — — — — — — — — — — — — — � i � � \ ° i I-i_ I-�. --' --I- � \� I- il ._ . I , _ -- - _I _ J I I_ _ - - _I I I � _ _ _ i - --I i - -,- -- \ - 14 0. 0 : � - ___ _ __ _ _ _ _ - -- __ _- -- E D B I DG S A. 1+ 8 52 _. _ � _ ___ :__� _- _ _ __ '_ _ -- -, _ ---- i i_�_ _ '_ _ _ _�_ __ I__�!_ � _�_ �i _ I __ -- -- - -�- ,- -- 5 0 5 0 5 50 5 0 35 30 25 20 1 1 1 1 20 25 30 35 0 5 50 5 60 5 0 5 750 740 + 730 720 710 700 -�— CURVE DATA PI Sta 12+15070 � = 36°29'12o5"(LT) D = 15 ° 04'4002" L = 2q1o99' T = 125026' R = 380000' 13+00 1'-0" MINa EARTH BERM FILL FACE C� END BENT 1_, STAD 13+36e27 —L— GoPo ELa 729003 BEGIN FRONT SLOPE �ELo 730a8± STAa 13+28071 —L— GoPo ELo 729005 --'------------------- FIX_ � , � � 1'-0" MINe� 1�/201 SLOPE (NORMAL TO BENT) (TYPo) � 13+50 —Oa3000% _ STAo = 13+20000 —L— ELe = 729008' GRADE DATA —L- UNCLASSIFIED STRUCTURE EXCAVATION (TYPe) ELo 72802 ± � WATER SURFACE ELo 71905± (11/9/11) ELo 728 `' + ♦ �" �---- � ELo 71809± ELe ELo 71803± END BENT 1 I[�l��l� � ' :��►� , CLASS II RIP 14+00 1'-0" MINa EARTH BERM ,.FILL FACE C� END BENT 2 STAo 13+98a52 —L— GaPa ELo 728084 SECTION A�ONG -�- r� 0 Z �� a n� ', END BENT 2 14+50 BEGIN FRONT SLOPE STAo 14+06001 —L— GoPo ELo 728082 ELo 72902 ± ---- _� ; ---- APPROXIMATE -1'-0" MINo EXISTING GROUND HP 12X53 STEEL PILE (TYPe) (F 1LL F A�� A I �NU L��N I 1 I U F 1LL F AC:� A I �NU ti�N I�) PL AN HYDRAULIC DATA DESIGN DISCHARGE 1500 CFS FREQUENCY OF DESIGN FLOOD 25 YRSo DESIGN HIGH WATER ELEVATION ________72607 DRAINAGE AREA 502 SQoMIo BASE DISCHARGE (Q100) 2200 CFS BASE HIGH WATER ELEVATION 72702 OVERTOPPING FLOOD DATA OVERTOPPING FLOOD DISCHARGE 3000 CFS FREQUENCY OF OVERTOPPING FLOOD_____<500 YRSa OVERTOPPING FLOOD ELEVATION 72904 ,---- � o , , , � � � ' i r-i i � � � , � � � J_1_I � ` �� � � � � 1'-0" MINa EARTH BERM NORMAL TO CAP FILTER FABRIC 1'-7" MINa BERM NORMAL TO CAP 2'-0" GROUND LINE RIP RAP DETAIL I HEREBY CERTIFY THESE PLANS ARE THE AS—BUILT PLANS paC����i]��1QG°��I p�Q�l� DO �104 M�C� G�OG3 C�O�I��G°�MC���O�1 PROJECT NOo BD-5109� DAVIDSON COUNTY STAT ION� 13+67040 —L— SHEET 1 OF 2 REPLACES BRIDGE NOo280361