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Home My WebLink About20171063 Ver 1_Build Maps_20170825 (2)0 � � � T, � � m Q � � mf �f �r; o< � L< �[�L /< T= '' o. O 3[ N�� o� � � �f Q�E f M�f � � � � 0 V • � � V � � O V See SheeC 7A For _i�ndex of Sheets Se� Sheet 78 For Convenllonal Symbols �ee 5heet 9C l& IC 2 For Survey �ortrol Sheei� BEGIN TIP PROJECT B-4848 —L— STA. 10 + 50.00 �� 1Lll ��1L�� V ��V �� 1L1�1L�� V'V' � 1l � YAI�CEY CO U1�TY LOCATIOIV: REPLACE BRIDGE 3 OVER POSSUM TROT CREEK ON SR 1128 OF WORK GRADI11lG, PAVI11lG, DRAi11tAGE A111D THIS IS NOT A CONTROL OF ACCESS PROJECT THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARY CLEARING ON THIS PROJECT SHALL BE PREFORMED TO THE LIMITS ESTABLISHED BY METHOD II . STR UCTURE END TIP PROJECT B-4848 —L— STA. 19+25.00 1��81E1LdNgdNt11[8� Il�1L.�N� DO :NOT USE FOR CONSTRUCTION DOCUMENT NOT CONSIGERED FINAL UNLESS ALL SIGNATURES COMPLETED HI'DRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepa�eo in tne ottice ot: ADT 2016 = 1244 DIVISIOIV OF HIGHWAYS 50 25 0 50 100 ��o p �, �-'' �I� ADT 2040 = 1600 r000 e�r�t, Ridge nr., natetgh Ne, z�6ro ��c� ��o � K = � O % 20/2 STANDARD SPECIFICATIONS /a� �Ooo PLANS D= 55 0�o LENGTH OF ROADWAY TIP NO. B-4848 = 0.158 MILE r.e. o � S7GNATURE: Ga 50 25 0 50 l00 T= 10 %* LENGTH OF STRUCTURE TIP NO. B-4848 = 0.008 MILE RIGHT OF WAY DATE: KEVIN E. MOORE, PE a � reo/scr FxcrNFFn ROADWAY DESIGN � V= 25 MPH TOTAL LENGTH OF TIP NO. B-4848 = 0.166 MILE JANUARY 26, 2017 ENGINEER �� PROFILE (HORIZONTAL) _ �'ST 1% DUAL 9% �`'�p ��`�r FUNC CLASS =LOCAL LETTING DATE: STEVEN D. KENDALL, PE �� 'a�'� 10 5 0 10 20 SUBREGIONAL TIER JANUARY 16, 2018 PRo�Ecr Dssicx ExcrxEEn PROFILE (VERTICAL) PE SIGNATURE: PAVEMENT SCHEDULE C 1 PROP. APPROX. 1%2" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.SA, AT AN AVERAGE RATE OF 165 LBS. PER S�. YD. IN EACH OF TWO LAYERS. G,2 PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, AT AN AVERAGE RATE OF 165 LBS. PER S�. YD. IN EACH OF TWO LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.SA, C`3 AT AN AVERAGE RATE OF 110 LBS. PER S�. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT TO EXCEED 1�/2�� IN DEPTH. E1 PROP. APPROX. 5%2" ASPHALT CONCRETE BASE COURSE, TYPE 625.08, AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.06, E 2 AT AN AVERAGE RATE OF 114 LBS. PER S�. YD. PER 1'� DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN 5%2'� IN DEPTH. T EARTH MATERIAL U EXISTING PAVEMENT V MILLING ASPHALT PAVEMENT, VARIABLE DEPTH W WEDGING NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. � SURVEY U �� P�� Detail Showing Method of Wedging � —DRV2— 3' 2' 12' 2' --'-- __ _ GRADE POINT C2 .08 �SEE PLANS SEE PLANS .pg 2•� 3�1 / 3 \ � � . � �. I � $�z„_i \ L GRADE TO THIS LINE � TYPICAL SECTION NO. 4 USE TYPICAL SECTION NO. 4 AS FOLLOWS —DRV2— STA 10+21.09 TO STA 11+19.76 37.5' MILLING 1" EVERY 25' 0" TO 1.5" � � � / �i I L--------�--------------J �� INCIDENTAL MILLING DETAIL 3' 7' W/G R 2� FDPS S''� S�G,��p� 5�� O 3' ` 7' W/G R 2' FDPS I`08 J P �G�`�NS �C� �T S� � C� —L— EXISTING I EXISTING 1 EXIST. EXIST� 1 ------- ---------- �� TYPICAL SECTION NO. 1 � —L— /—DRVI— 10' 10' GRADE � POINT �SEE PLANS_ C2 � SEE PLANS� � 8,z„� E, GRADE TO THIS LINE TYPICAL SECTION NO. 2 � —L- � POINT � �C2� (W C2 � — SEE PLANS � SEE PLANS� ---------�----------_ � �� $�z„ � U 8%„ � GRADE TO THIS LINE TYPICAL SECTION NO. 3 PROIECT REFERENCE NO. SHEET NO. B-4848 2A—1 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER ]P1f81CiLdI�IN.�i3� ]F�]L.�N� DO NOT CiSF. FOR CONSTRLCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED USE TYPICAL SECTION NO. 1 AS FOLLOWS —L— STA 10+50.00 TO STA 11+75.00 NOTE: MILLING REQUIRED FOR PAVEMENT TIE—IN —L— STA. 10 + 50.00 TO STA. 11 + 75.00 NOTE: TRANSITION FROM EXISTING TO TYPICAL SECTION NO. 1 —L— STA. 10 + 50.00 TO STA. 11 + 00.00 NOTE: TRANSITION FROM EXISTING TO TYPICAL SECTION NO. 1 —L— STA. 19 + 00.00 TO STA. 19 + 25.00 3, 8, 7' W/GR ' 2' FDPS 08 i 4:1 I 21 USE TYPICAL SECTION NO. 2 AS FOLLOWS —L— STA 12 + 62.00 TO STA 18 + 09.00 —DRVI— STA 11+45.23 TO 12+51.97 3' 8' 7' W/G R 2' ` FDPS � .� 4: � Z :l `E� T USE TYPICAL SECTION NO. 3 AS FOLLOWS —� —� —L— STA 11 + 75.00 TO STA 12 + 62.00 —L— STA 18 + 09.00 TO STA 19 + 25.00 NOTE: MILLING REQUIRED FOR PAVEMENT TIE—IN —L— STA. 18 + 50.00 TO STA. 19 + 25.00 —DRVI— STA 10+75.00 TO 11+45.23 -L- Pl Sta 12+20.67 PI Sfa /4+g6.03 p= 38' 40' 52.8" (RTI p= 5% 04' 07.2" fRTI D= 42' 26' 28.7" D= 28' 38' S2.4" L = 91.14' L = 199.2/' T = 47.38' T = 108.75' R = 135.00' R = 200.00' SE= SEE PLANS SE= SEE PLANS -DRVI- PI Sto 10+80.03 Pl Sto I1+98.41 p= 5 42' 33./" fLTI p= 29° �5' 06.4° �RTJ D= l0° 30' 46.8" D= 30' 09' 20.4" L = 63.82' L = 97.00' T = 31.95' T = 49.58' R = 545.00' R = 190.00' SE= SEE PLANS SE= SEE PLANS -ORV2- PI Sto /0+53.33 � = 35° 44' 40.6" (LTJ D = 5i l7' 44.8" L = 62.39' T = 32.25' R = I00.00' SE= SEE PLANS � 0./ /� � ;-, �" {� f �_ / �� JOHN ROSCO BeNKS STOKES CLINTON AUSTIN OB I70 PG 457 I � . }� � �� -DRVI- PT _ -ORVI- PC �ta. 10+48.Ot DETAIL A DETAIL e DETAIL C $PECIAL CUT DITCH LATERAL'V' GRASS SWALE CUT DITCH � � � �o s�o�e� � �o� �o ��a�e� i N , �a s�a�ei �b � < oe�n G � ,m � ' o ' slo � < oii<n G�ound ?'1 �'�� l�e� SIoPe o��d J.� p 3.\ Wft Ground o'10 3�� e� Sloae _O ° e�f � Min. D= 1.5 F�. No �e � I Min. D- 1 Ft. 6- 5 Ft. Min. D= 1 Ff. y� FROM -L- STA.13+25 TO STA.14+75 RT FROM -L- STA.14��90 TO STA.17+75 LT FROM -DRV2- STA.10+75 TO STA.11+ 08 RT I� FROM -L- STA. 16+50 TO STA. 19+25 RT � FROM -0RVI- STA.11+00 TO STA.12+00 RT Q r `�'� S _�s� �� \ � { l � J � �s� -\ \ -k t�--X � _--_-_--4J}S»�� _- _- ��4� � o � _�� _� -- - \ � �- �-� �5��-� �L- PT S1a. 15+76.49 0 - =-__= L=,; ` � � -L- POT Sto.17+52.00 = ---- - 1 --�- � -- ---�� -DRV2- POT Sto. 1I+29J6 0 � 0 _ �� coNceEre aRiocE - ------- �- � - -�- - -_ - z � , -- -- - - � � ----� � ---__ - . _ s �_ � _ �-� ---- --��- ---L ------ - �" ___ �-- -------- 1' T-7 =-r= - BASIN CONSTRUCTED ----__ � PROIECT REFERENCE NO. SHEET NO. B-4848 4 R/W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER &�IB�LYA'IIN.�RI' FIl,ANS DO NOT USE FOR CONSTRUCT[ON DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED -- --- _L_ -�-�_____ UNDER R-4436M1 ---__ --__ _ - _-- DO NOT DISTURB) `To MARS H/LLNC -- -__ -__ --�- �_-- - -- ' _� _ __ __--_ _ _ _ ; coNCRerE eRiocE � ----_---- -- -_ -�__- , ---- ` ' -_ _� �,�- -- -- / BSr i9E CL B RIP RAP .-----_ _�_ ___--__--___-_ ____-__-__ � RiP�RAP �� / ---i raP "-� -------- EST.S TONS NC80 - -=_ �___ �_, ,Sp ��sMtt� �GPs,� --_-___--__ E5T.,4 SY GEOTE%TILE zzBsr roB�RNS;,,�.N� END TIP PROJECT B-4848 - y ' �s �n / ---- ------ [� �fC I-/ � ,� OP�p EtPP �J P��- - --__ ��TA. � 7+ G:J.00 RETAIN � -=�"'t� � � L4TERAL V GRASS SWALE Q�RE�T\� �a•(iGPII _____- ___ / +oF rv7 97.6Z' , �` ��\ � SEE DETAIL B 50' TAP P,apP --__ _ 9�LF OF OU�}T_tETr-�"� ^' rtE TA 35ETONSZ.CLEII^RIPTRAP EST.210 SY GE�TE%TILE 7 � �� /� Q��s e ��,�-, �_ �'�i s �\ - P07� Sfa, tQ+�0:0 18 �� LT , � � CL e RIP RAP � Fj5T.2 TONS � ' � v- �J � Q E�ST. 7 SY GE TEXTIL � � � � ��_ 5 /-- --F �1 ^ � --- w i� l / // /,- - �j� �r/"" w� %' / � ' � INC. Sp, �NS712k1C (i�l � >6j TYP. LT. T S`ta. �4+�.'00� `55'� � J 175.14' LT g -ORVI- PC 5 B RI RAP- 3 T NS ��i X DITEH D€TAIL E � NO QjQ � �� 1 �Q � �,/ � � PP 6"W ��y.��y1�-. _ � � � ' r�� =g� ,� 040 � 1 0 -@g,ly-� '( j' �SILI/� � I� h �I R �' , � W Fa a� � Q5 I j I i �� I lu r �� ' + s !8.82 44.21' LT i � -j o � 5T . -DRVI- PT S o. 12+45.82 SPECIAL CUT DITCH SEE DETAIL A } 7 � � , 17.8 LT _ � � � EXIST WW c �c �, ELaINE N,& DAViD BOONE `� OB 36T PG T23 BEGIN GRADE �` -L- STA. 11 + 75.0 \SFo ; EG�'4�E-�P �,P,�'OJECT B-4848 f L- STA. l�C ,+`��p.00 � I � �� 4, , �� . 1 � ' i � ; �,,. �/ � �2 � / i o :�. i i ,,, J � �,, / i / / �,� / � I ELAME H. & DAViD BOONE �� DB 367 PG 723 .,} Wa d , � ��-�� .-� � SPECIAL C ^ SEE DETAI �{ ,EI�TIC u S' � 1.5' SILL .i& ��' 1.62' -� 2 C 13' % 5' RCBC 1 5' SILL .� g �j�2 � p9. FLOODPLAIN BENCH PT Sfo.12+64.43 � � i r T � � � _ � ��PL �RFM�-F-- - � - - - � F ^ C � �C GRFlVEL PARKINGC . _+76;49 \bT��o�ze9 ac s� RETAIN ER �RA�NP �� _�- LT. & RT. aRa�Na�E ct�uNP� o i = _ o�aE �z° R0' � PP zsis.z PRpNpeE K x -X�X-__.,.�� D O _ _ _ _ _ _ _ _ X I -_ -O- "- X X X�� . - . _--_ _- _ -- _ 0 4 0 \ i _ _ _ _ _ _ _ _ _ � i i � � 30" CONC. C&G - - � N GHRILJ `'X-XHtAUn . ��$� '/�4 / . Ya� t C � � _- . -'- FI � � ' 3 � I � HEAD ITCH � i � � : O� RT �� SEE DETAIj DUP �R� P9T�\ �ON W� n�.. �/. ;J X��OS' ' : Sta. 13+77� �N , / / O K / � pe�a0y'wEa��°"'"FR�6.8�'�„� ��Q 5Ho /�i �P P ,k � �1 �5 � ��1ti �j � WILLIAM �WAYNE JONES �/ /�-� �,�9� DB 269 PC 114 �/� � o`"�` oo�E�' �� i 0�� P p � ,_- , 5 _ ,, i _ � � �� BE � //" � aEBaR ffl'I '--1 _eKCE�,pF�Nj I (�( �% ,r y � � �� t 45 4F ��"YNilET I 1 � � �� CHANN L IMPROVEMF��/ � � '� �5��38 T6i}IS CL II RIP RAP `L� 5 �j � ' -DRV2- PT w ,A�� CUT DITCH (TIE TO DI) SEE DETAIL C PC Sta.10+21 � aST PFlkK & RIDE �I x�!J N i q� �N�. X � � _---- - __� _�� 48"CONC. 4B"CONC. I L _-- -_ ��_ _ _ _� I -x�� R ��28 POSSUM TROT R� 1 --_ ---__-_-_3.0'BST -- ----- 10+83.47 SPECIAL CUT DITCH SEE DETAIL A �r . M�N �F$� 200 SY '�E-0iEXfiLE . n a:ti .. 7 _� -L - POC Sta 12+45 00 - - ' � � "� � �� -DRVI- POT Sta.l2+619�,- �� a � �� +66_Sl � �� t3.59' RT ,' � � - PC Sta. 11+7,3:29 �� ORV2- POT Sto. I0+00.00 5 80°48'03" W -Z.49 x ° � �� I 7 � �^�J � �� > WRLIAM OWAYNE JONES I .��¢QQ.00 C-,� OB 329 PG 306 `� t t �-� I � w DETAIL D � STANDARD HEAD DITCH (Na�io Scale) �.ai Gro�nd 3.� � ,j1 G�ound D Min. D-� 1 Fi. FROM -L- STA.14+75 TO STA. 15+80 RT . DDE - 20 GV, SLOPE-2.49% � DETAIL E � STANDARD TAIL DITCH � No� �a Scolef .oi ,ai G�ou�d 2.j ,t1 G�a�nd / 0 � Min. D= 1 Ft. FROM -L- STA.12+62 TO STA. 13+61 LT i-�, DDE = 20 CY, SLOPE=3.09% � FROM -L- STA. 13+70 TO STA. 14+30 lT �� DDE - 340 CY, SLOPE-3.16% NOTE: FOR CUT CONDITION, USE CLASS II RIP RP.P FLOODPLAIN BENCH BORDER WITH NATURAL GROUND COVERED WITH COIR FIBER MAT INSIDE BORDER. IN FILL CONDITION, USE CLA55 II RIP RAP FILL THROUGHOUT WITH NATIVE BED MATERIAL FILLING THE VOIDS ON TOP. COIR FIBER MATTING (TYP.) _ � E%CAVATION 0.5' f;�, �"(� ��"� f„1' t � `� �� I � �'� y, � ' � � �w �� L- POT �Sto. 2/+91.52 N� �) � �� .��`�'t�`'-�rr-�r'r✓�� ' COIR FIBER MATfING (TYP.) �"�'-�,� � EXCAVATION , �5�`�� o.s - - - - - - CL4S5 II RIP RAP 7.��(2' THICK� � .,� wrGEOTEXTILE (TYP.) 1' SILL I /TTT - - - - - - `� 1.5' SILLS CULVERT BURIED 1' J CLA55 II RIP RAP W/ 13' 0'-13' GEOTEXTILE ON FLOODPLAIN BENCH BORDER W/ 2:1 SLOPE (TYP.) INLET CHANNEL (LOOKING DOWNSTREAM) � Esr. ooe zss cv (SCALE 1�� =�0�) EST.130 TONS CL II RIP RAP EST.200 SY GEOTE%TILE � CLA55 II RIP RAP� "'� �� (2' THICK) wrGEOTEXTILE - - - - - (TYP.) 1' SILL I /TTT `� 7.5' SILLS CUNERT BURIED 1' � CLASS II RIP RAP W/ 13' 0'-20' GEOTEXTILE ON FLOODPLAIN BENCH � EST. DOE-325 CY BORDER WQ:1 SLOPE (TYP.) EST. 135 TONS CL II RIP RAP EST.210 SY GEOTEXTILE OUTLET CHANNEL (LOOKING DOWNSTREAM) (SCALE 1" =10') PAVEMENT REMOVAL FOR -L- PROFILE, SEE SHEET NO. 5 FOR -DRVI- PROFlLE, SEE SHEET NO. 5 FOR -DRV2- PROFILE, SEE SHEET NO. 5 FOR STRUCTURE PLANS, SEE SHEET 5-? THRU 5-22