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HomeMy WebLinkAbout20071134_Maps_20150406�� J I � 6 � , � � � � � c�� � � •, � V � O• � � � � � N � � � � N V ., � � L � � �+> � � � �n �°''' +� �_ �� `oV �/ oL �� oJ c� � 3 N� }- f(j Qo �/ . N L �O See Sheet 1-A For Index of Sheets � � �� � � � � � � � � � � �'�-� � � � � �� � I See Sheet 1-B For Conventlonal SymL�els � a, , � �������� � '� �����������. �� DIS01�U�'A11lC�Y CO i�l1�TIES LOCATI011�: �S 19 FROM I-26 TO 0.8 KM EAST OF TH� YA11tCEY COUIIITY LI11lE TYPE OF WORK: STA 8+ 00.000 -L- BEGI N CONSTRUCTION —Y6— SR /537 OLD M/LL BRIDGE RD GRADIII�G, PA VI11�G, DRAIII�AGE, STR UCT�IRES, GUARDRAIL, SIG11lALS �i.l�la SIG11lI111G THIS IS A PARTIAL CONTROLLED—ACCESS PROJECT WITH ACCESS BEING iIMITED TO POINTS AS SHOWN ON THE PLANS. GRAPHIC SCALES 5� PLANS 5� PROFILE (HORIZONTAL) 11� PROFILE (VERTICAL) DESIG11l DATA ADT 2008 = 10,860 — 12,080 ADT 2028 = 16,440 — 18,220 DHV = 10 % D = 65 % T = 10 % * V = 100 km�h *( TTST 6°/a + DUAL 4%) PROJECT LE11iGTH LENGTH ROADWAY TIP PROJECT R-2518A LENGTH STRUCTURE TIP PROJECT R-2518A TOTAL LENGTH STATE TIP PROJECT R-2518A = 10.504 KM = 0.078 KM = 10.582 KM I I � t V0.�4 / -- ��s�,�� _ ,, Prepared ln tl� Offlce of: DIVISI011t OF HIGHWAYS 1000 Birch Ridge Dr., Raleigh, 1VC 276I0 2006 STANDARD SPECIFICATI0IVS si�i ' � ALL DIMENSIONS IN THESE PLANS ARE fN METERS [ 1�1 V RIGHT OF WAY DATE: BRENDA MOORE, PE MARC H 31 � Z OO rJ I'ROJECT ElYGINEER LETTIIVG DATE: THAD F. DUNCAN� PE J U N E 17 � Z QOS I'ROJECT DESIGN ENGINEER STATE V` o�o STATE PROJ. NO. 34445.1.1 34445.2.2 34445.4.1 OLD MOUNTAIN RD STATE PROJECT REFERENCE NO. R-2 518A F. A. PROJ. NO. r'KVJCt.. I I(-L� I �H HYDRAULICS E11iGI11iEER P.E. ROADWAY DESIG11l ENGI11iEER �'V P.E. SIGNATURE: i i i i �—--—- -—-------——————-—-----------————-------—-———-------------——------———---——— ———————————————————-----------------————————---———--————-------———————————------——————----——— SiflEET TGD1'AL N�. °H�FTS � DESCRIPTION PE ROW, UTIL. CONST. URNSVILLE DIVISI011i OF HIGHWAYS STATE OF 11FORTH CAROLINA P.E. STATE HIGHR'AY DESIGIY E11iGINEElt % / —_—/ TO 1-26 ASHEVILLE BOUND 207m BST � � m � N � � �Im � ��� � o� N � � \ 8�00 BEGIIV COIV ST RUCT l0/V � POT Stae 7+60.2/0 \ \ \ \ �� ��— \ \ /`---- I / / / ,i� // // � �/ / / � � � � / / � � � 5 � / Q j/ / �� F / , o�/ ���� � / 9 �250 BEGIN ST AT � � 1 „o�_ � � � � �/ � �j � /�� ����G C / �c�` �/ �/QO � j/ / ��� �� �/ �/� ���� & 3 ��� �CB ��� � ��" �s'� � --' � � / � �� / �� _�� i �� / �� � /� / / , -------r--�— � _�- �-_�--�--� -� MT� /��- / /i ♦ r—�--- N /� —� �� �`� %� ��� ��— / 60� %' � i � , ,- ii �---- _ ` ` ���� � � � � i�i � �— � ��—_--- i� SOIL + i 51.789 i , --- r � PROJECT REFERENCE NO. R-25/8A R /W SHEET NO. ROADWAY DESIGN ENGINEER Sta 9+52.691 = 4° 4/' /6.2" = 90.000 = 60.02/ = 30.0/9 SHEET NO. 4—A HYDRAULICS ENGINEER � m ,� .�� .,. , .. � _ . � o ' � � ', N� EXISTING SIGNAL TO BE UPGRADED ° '� o� FOR -L- PROFILE SEE SHEET #35-A �o �' o� � I N I � I ?:� N LA I � • I I �n�����Q �i�� i�nnQ �naa ��hiP» Rr�_n�P�za � � , , � ' , t ,. , .. .,, , � �,� �� �' � ROAD NGINEER �� ENGINEER� -t- -Yl- � -DIA- :�� �" / ; �� -DIB- Pis Sto 9f52.69/ Pls Stoe 10+72.705 Pl Sta 12+4/.588 P/ Sta /0+68.288a Pl Sta l2+/6.185 Pl Sta 10+28.190 ��Std 10+7, �.8Q� p�� Pl Sta l0+/7.232 5� 6s = 4° 4/ 16.2 6s = 5 55 37.7 �= 35° 25 /7.4 lRT) �= 68 05 OOJ 2T) �= 48° 59 25.3 lLT) p= 86° 3l' 15.7 (RT�k �� ? l9° 3,7' i�:C1" lLT1 �_�3` 4/' 08.5" lRT j Ls = 90.000 Ls = 90.000 L= 268.927 L= 35.648 L= 102.605 L= 37e796 ;�' L,'= 5.l �� L= 9.554 � LT = 60.02/ LT = 60.034 T= 138.9/6 T= 20.267 T= 54.675 T= 23.567 T= 4.80 � �� 5 I� = a OO � � CONST.REV. ST = 30.0/9 ST = 30.03/ R= 435°000 R= 30.000 R= 120.000 R= 25.000 ��' ,,� R=, l�0 �,�,� SE = 0.060 SE = 0.080 SE = 0.070 � , � , �' , � ` �� � , � ., ��-W' � � � R n�v Rev. RO = 64 RO = 42 � ,� ,- ,� � � , , � , , ; � w, `�'� i Z , , ,' � � , , �� �� �' �� /�, / 2�•gq6 // i �v_I� � �� l'l2 � � / 4 3 � ���� � � � �� / �j -� O � � 1 � ,' �� �, `<< �� /� �% i��� � `�" � 78 LT �"'> ' ' � FROG DEVELOPMENT COMPANY, LLC END ww �� �' � �%;� 4;�� � "� /� us �9� � ��� `"' �''4;�'� 3� �� � � -'-`ti-'-�`;''� � DB 371 PG I65 � � NC � ,' ,' , � . N / ,� i �� � {� � �, (255e90 J N� �� � i 4�� [ , i , � ,s / `�- _ i `cti� � 1200 WW FENCE � $tCl IGfC1O.C1 / , / ``'� /� � / / / � M NO -_tqJ�Q i r- i.n Ir� �-- mm CONC � � -- ; � � ; � / / / � �, �� � i l\ `, � r " � • / /�/ '�- ` --- _. ! 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R /W REV. �� ��n�-' 4:j , , � +38 -L- '7�--E.,-_ N 62685� ��_ _-�_ '� '� (285433`) .. 4�s /+ �.� -D2A- POTSta.10+00.00 � , ARING AH = � � � � �� ,� �y � � 8° l' 42.1" W+20 -L- � � -k'� BEGI�Q�NSTe 82 LT ' � � �� , ° ,; �� (269.029' � � . ° � � G 623 � � N � , � �'CSta 10+0/.634 '� � '� � %C' DB 91 PG 481 \\ °_ ' � • , � � \� �� \ Z D2A� -i' TSta. 11+50.23 f�� _�_ � , �, OBERT ,€�CTMON �'3 �20 � �� \ � -� : � P,OC Stae +8,9.19 �3 � 67 LT l2/9.8/ ) l o g dB ��� P G 7 i � /y/�, � � �� � , +9/ -L- �3 , ^� �3 I ` � G `� � FFNC 2// \ � � �' 5/Jl0 LT t99 -L- TSfO. 11+35.2 �` \ Sta 15f5/. ti � I o ` b� ' � � �� F �� � � � �Q�� +6 -L- ` 169,65 ') 56 LT � � /� FS � � �F {� � ri83�i�� RG-AH = �, � � ,i � �' , � � � % 11596 � T � XST'"� R, +04 -�- N 36° 32'��6 „ W � � � � `, � _ \ � - _ ���/ /� � �\ 4 02 LT � � � i I � , . /4� _ - _ � , o� � i i o E�e - � � , �. t20 -L-' �F//// / � � � .l43 ) {� �h ``�'� O �� i 2p` � ` +`� � N1R � � , _ 25 LT o//$ Sta 14f6/.,7� � . �� 0.�`�`,� �sFO . � i �� � 0 " _ � ' � 182.02/'J ^ \ \ � � � � - , GR i , o "�/ �`.-''"'� `' �' + 2 _ � � �GI Q �� � t40 -L- ' � <y� � // C Fki � f29 -L- : 37rA i i � , � . . o� � .`� � sT � � � . _ 4 LT � -�FS `� 59 LT (193,570') � N CS Sta 13+,7/.5,98� ��, �, RF�j�o ' �!,P �7 2 � � � �� ; � �,� ��P � ` . _ 4/3 si4�� l%4.357�� i , ��� �, � -l�2�POTSta.l0+7/.906 + ' �� ' Sy �Q ��° `° e � g° � � � � -D�A', POCSta,l0+04.500 � � % •`�.� C �r� C /�h"�o`°' MES Te LEDFOS � � `�\ �\` � A5. � S//C /� I � � i , .\ `�� � \ �� 33 ��/ � D 71 PG 48 76 -L- 1 �' �\ j `�° .,`�cial Cut . ' c _ �/�/ � - � i � ' , 30 �� �, �5 �. �. REMOVE � F DI I ' � ` � �o � �ir7 / H���=� - 2GI cy � ' � s RING ORAIN �� `� �eos 3a 37 � �i �ED 34A - � �� WATER LE CHES INTO GROUND . -1' 3� � ' (NO ORAIN UNESJ . �SPRING BO �in � ` � � �<q 31 ~ � 1' ' o �n ` ` ,S S�/C �� , � o a . , � ° `, �; . � CB � ' ' � � N 2� � � � � � � � � ' � . �L� � ''3 � N �� �� � �. CB � � � p o P . � � i o o `. \ o � . . t /1 i � � ° l/ / i � � ` , 4 � 32 ry s G ' ' ` , � . � Q�''� '� ', f/6.0�7� � . � � � ` , � , � �� , , � ,?j� /F _ � ��, �; -L- POC Sto. 14+50.000 �� \ �� U '� �� -02B- POT Sta. 10+00.000 I- � �', ', BEARING AH = �� ��` Q -`� ', �, S 30° 46' S6.5' W ,� `; � �' '� ', � 3�RT , � ' � // 1104.987`J � � ` � END WW � � / � j,,� `� `, �� ���'� ACCESS � � � C / F 6°29' S `, `, / � �� O , � ` / O 5 �,,� � � o° 6 �, �� i �`L WINSTON LLOYD ` � � DB 224 PG 464 �� �, �� � � ROY J. YOUNG _ _ _ _ _ �„� `, `, i� � DB 89 PG 623 � ` � DB 91 PG 481 -� , � � c �' ' ' � ,',\`` "� ', '\` ! -___ -� __ �_ ,_� � (95e ��� ; � ' � �. � GRlO.� _ G� a S ts�-e'� °G�� _ Zc� , - ' �'�' \ �� P�CC�to 10+20.03! , �' , � .o \ �� � 0. C � � � - � i � �� � \ � � G��G/ �- , � ' ` N- -. ° _ - - - �� � �-� ' � - � • . , Mr<e�S POT . 11+40S c� `� - -MT _2op'w�,�,XF - - 2 emp-)-,:. -F:� 0 �� � � � �\ � - - - -- - - - - - � " ,^ ND � NST, `'q�pY , � --�5�- _ _ � C _ ��2° 1 �-I s1��-'--__�R: __-- - ___ �Y ✓ i � � +23 -L- � \ T' -- -' �N�� 24 LT (78.740') \ \ �2 �o � t79 -L- �� ` � �, , ` ` �' - �R '�` ��\ � �9 \m �1��� R, 24 LT �78.740') DBM 91 PGH 33WOOD � .- - - - - - - � ) o �S ��N� / ' � � � 2GD S �ti � � REMOVE HEADWALL AND ` \ ` � � o . � 750 � � D 37 \ oiq FILL W/FLOWAB 1 , ` ' � ` \ � lY ti 0 �s, o o � � � SpiN� � lis � � C � lv � � � ' - - - _ ,�6 ��f -° _ o � O R//v \ � � \ � � 6 `� � � , ST , � � �,_ � �3 'o ' 38 �� ^� � ti ° � �'' - M ' O � �, � � o �n � tj CB '�� ' \ 4:_'� _ . _ � `"'- 2/. 2 R h _ ��� �� BE�oV� 2GI � ,�''� o ED � �i �\ t � (70�(604') � BEGIN SBG ' _ _ _ - _ - � �e �'\ _ ., 35A STA.14 + 75 -L-- - - - _ _ ° a = _ ° - � ^ � \ \ t2/ -L- � _ _ aaEa - - sc� - -_ _ - _ _ 39 f� . ._ - Q w� . ��..�n � c = � -------- �,��P - _ __ fl � � 63.57 / � �� � �9 R END.SBG =____ ----� "' ` t20 -L- �o v STA. 15+36 -L- _� �� Z E• w• �t5�23.909 RT� � �je8 �' �� °9�� N/ /200 WW FENCE REMpyE= - - � - - _ DB 72 P�G I,i6- 'Ji - LE 7 � � � ROD & LUG CONNECTORS � � - _ � �2� a6� u°. � ; P � �. `, W/SLEEVE GASKETS & ELBOWS � � w OA \ , 45 6/ "� +74.66 -Y/A S � �, f82 -L- JAMES T. LEDFORD �� M ��� � 0 5� 8(19.252`J GRAU 35 � ' , 27 RT(88.583') DB 171 PG 148 ,�� �'' `��- �� �' �, � ��� �Std. � DB 164 PG 720 O �' °°' � �� Q 0.0610 � ,E '� \ �---- ssaw t73 -L- "'� � rA� �° _ p .} �, - ,, N 6690�^yy 2 � .. - i_ - / l�. T $ � � +60 -L- - - - - - - _ � - - _ , � ' _ _ ��� ��P N ez° oz� s6� W33 RT t/3 -L- ; P ��f 649 �(1.8�'LT) La al Base Dit D �, N � 29.644 RT (97.257�J ` � - ` � ' - _ - - 31'047 42 RT o �, BEGIN WW FENCE � ' � - , - - Detail '? C' 37,795' P`' � � _ � �, I e . �D �PTH ' � �;<'; � za• sPnNisH oa � � �7 .660 -YIA- . • \ � ' � , .' DDE = 84 CM f05 -L � ,(5. 5$ LT � � �F � a _ - F CLASS B-33 MTN 48 RT �(gQ7J5'i � 56 -Yl -D2B- POT Sto. 10+26.240 t73 -L- FF = 69 SQ. M r�5�,480 � � ,�, , ��LT , 90� 45 RT -D3- PTSta. lOf14.879 ' � � `�°�� END CONST. i r147.638�� POT ':S1 �a: �±3 . 04 � o;� -D3- PTSta. l0+/8.200 G BK =' :�; 2�' .�' �=D4� -- -� END CONST. � - PTSI�' , 5#F�98 � `� Pl Sta 12+4/.588 Pls Sta 14+0/.629 Pls Sta 15f2/.632 Pl Sta 17+85.300 -D3- POTStae 10+28,533 E�� ,_ NST. 'i yi . `' -- �= 35° 25' 17.4" (RT) es = 5° 55' 37.7" 6s = 5° 55' 37.7" �= 56° 29' 36.1" (LT) BRG BK = S 39° 2/' 02.5" -D3B�`Y'POT f 0.�1� '�. �R L= 268e927 Ls = 9G.000 Ls = 9G.�00 L= 428e908 � -eL-�i -Yl = PTStoe l2 .0(.�p �0ti� f� -Y/A- T= 138.9/6 LT = 60.034 LT = 60.034 T= 233.702 � 33 LT R= 435°OC)0 -L- Sta l6+/9.9 . 6. � 0� �,,,�^' (108.268') ST = 30.03/ ST = 30.03/ R= 435.000 -Yia- sta io+ .845 26.�0 �- � � SE = 0.060 SE = O°060 �-��,., � MD E233 PG I 09 N � ^"1L���-� �, �,,-�,_���, � 5� ; � -D2A- �- �� -D3- �� � I I �'� �� Pl Sta l0+//e54/ �Sta 10+90J96 Pl�S�ta lO+D9.203 � \�3 �= 52° 42' 11.3�',( 1 p= g2° 30' 20e6" lRT) �-� 85° l4' S2.7° tLT) � - # '� L= 18.397 �- L= 115.200 L=�k4.879 FOR -L PROFILE SEE SHEET 36 T- 9��' T= 70.165 T= 9.203 � R�0.000 R= 8D.000 R= 1Os000 FOR -YIA- PROFILE SEE SHEET #66 F`' FG'R -02, -D2A-&-D3- PR�FILE �EE SHEET �74 � N i ..... �� � � .. �..v �d .-n/ a FOR -D3B - PROFILE SEE SHEET #75 ' N� FOR -D2B- PROFILE SEE SHEET #79 � ,' '•-------------------------- --------------------------------------------------------------------- urn����Q �i�i �nn4 .,nc ,��i.i„ii vr� n,.��� -------------------------------- �!� - - 'P ." .' � . IULV VYVY , 9.562 RT 3.30 R � �z4.00•� �,FENCE� �, N� � ��' � � ��,E [N �BK = �OR -D3C- PROF/LE SEE SHEET #8/ i r3i.3�2 � ����� '� � °q ' r�' � � , � _ : � � S `�,� 0�6' Q�3,� E � � i ENO ww FENC� • � `� , N L� FOR CULVERT SEE SHEETS C-1 TO C-l0 i I , —BY3-15 �'> i, � �` I. � `r.r�nnn�nn �in�innnn ni .i.i i�rir� �- �n _________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________.___ �, � � i� `k` � l\U' �/� �' � � J ,� W� PROJECT REFERENCE NO. SHEET NO. \o� I��,� ,�J C p V � �;� � � �;� � ��aj• � �� � / S SO° 26' 06� w � TR� R-25/8A 7 U i.�J� p�� �°j' �,,/ �i ��S 50° 26' 06"���324 F%° �je �`� �'� �� �� ��;�".'' 4ad � � �� FiA ' 9 � � ,�, � R /W SHEET NO. Q� U�� � �,;� � eJ o � `�� `� p� ROADWAY DESIGN HYDRAULICS �� �\ � , � ��" o" 13 � o `� ENGINEER ENGINEER / i � �� �� � �� � �� F�A �, �� p i �, � � (�1� q �i � �'� j o� r N � 5 o io U � �� � ���0 `L�'\ � h� - Q. � N �y � . 66'° � . � \ � � `L� i/ G `� �s �, � ' � v � � �j Q � ,:� +74 -Y2- +39.09/ -Y2- � AAT AS STOR E SOL IONS, LLC �`�' , �\ �',� � � , 37.220 RT 1122J/4 J �' � � Q- O 7-Y2- "� 5gp�6 J ` �� DB 4o PG 437 , ��` �`, � f' cESS PoiNr �55 ��� � I 7 �. ,' �' � �; S Fi,o � CONST.REV. , Rog�,� C � /200 W�,y N �+�5 -Y2- p96R�W, , ,�, , � t87 -Y2- �p5 SAMUEL ROGER FOX 23 RT P� F`� R/W REV. ,h` T 168.898') + � ��, � `, , �O DB 159 PG 219-220 AATLAS STORAGE �o ,�, ; � r ND )ldW FENCE (75.459 ) .,� � � � -L- PO Sta 20+23.52 SOLUTIONS, �� oo y 5 � 9w � - - - - _ _ _ _ - � �, � , s� b `'�, ti ti � 9• � '� ' �' b � � E� 'eo -f-50 -L- --�._. DQ 44Q PG 43 a s � , � e�P ���, � �.� � �3 3 , � _ , ��� s � N.C.D.D.T. � N °z�czs° F�p a � .S,Q , � � �,� - +3/.246 -L- 65 LT l2/3.254 J a� .�-�„OC��`fa 12+45. �I� . � /9���9°pBa s19N s s 624 A -� Zr o � Q' ,yT � `� � �'s ' �,. 67.683 LT ,�� , `'�6 /� eii ^' -� C Y� �� 5' `t. � � � . " 1222.056'J , , ., POC.- a 9+99.98/ �-- 13 F 3�TA. 11+02(+/-)LT. -Y2- n oW � � 16 � � . � �A END SBG AT BRIDGE � ` - w , ., � � `' `� +52 -L- , � 3e'' 6E �"� - s.�BUrMErur �r. -v2- �-- ` °'�_ RRG92q ,� � �� �: N �3 6/.526 LT ,' �5'��"° r� ,', ,.. PCStaell+6 .227 �.-�€��N ;�'.s� o , ,, � , + 9 -L- � �;,j 8/1��'i Bl� = P 3__,, A.11�ll�„��2 � -� 4 i � , � ,�._ l��-�4. E N DBV2�38 APG 3� 60,942 LT (20/.857'J ,-' ,�`� .� ('Y� �� ,� ,'� / ,� � /.�y .<. • . 5', . � �7 - � � � �? ; r _ I„ i� ` .' 3°21'S4°E ' � ,n . • �}tt ."; _..�.-.�--_S 3�5�" 5/.J YY � 39 as'0 . . .; . ' � . v�� � , . _ Fp1 �` ; � .✓jO .\ � ' « 9� .V � �tfC EN09 W/W . '�a � ^ � , . � ,' , � L33 , F5tt Fj �' - "' CLA55 II RIP RAP . _ O � � ` � FENCE ' � �°� ,q`� p � � . � � `°°a BOTH SIDES) END S -5 _ - _ � � � »� - - � a o'� � . � . . : �, � +20 L � 2 Q =_- �._ , ROBERT EATMON �'3 ' - ' � - ' � �r�� �, � , � s _ . � ._ 59� E - �6� ��,�� , / DB 236 PG 756 " � - , 63 LT a� Za , � � � , , � . s��. »-�- s.�sa , - � , , _ � > �5 e� � � 9 1 4 ` ' � ° " ` � � � `� +20 Y2- - (206.693') 5 67 2g4 � P� , �N S � • � �' ��`�1,� � �2 . f � � . �'� � E �} ` p G o ' n. 7 �FT � � � l5 RT +F}6-�_-Y2- ._.r" ��st`� ���5 WANDA F0�'� AR � , ^�•, � � n�AMES MICHAEL LEDFORD / I 0 � '' i _ ' � SHOP C � , � � ' 149.2/3') 8 RT ' 35 �^' � �� DB 238 PG 10 � � � � � \ � � � '� �� BEG WW (26.24� S; "` ��#8.695 -�.�� ��I$9 � PG 2<f'F , , / � � . - - , �PTS�a �r 4 7 � � FENCE , - � _ . �# �57 -�- �: r,3 . . / ,_ _, . . � � � , , �6.� � 2.7/ / y �G � , _ - � PE ��� EN E "� � C I R '� Y ta +6 . � `� �' (/7 .976-�� (/� � ' � za A o3� 2 � / 0o C,� / S _ _ � � / t,� 9�, raBC � � � ��\ -�'p . � `' � S � 49 � ll+45 0 � '' 6 _ ti�` � �+5/4�4 -L-�� Li - AC S P lN WARREN C. ANDERS � FILL W/ � � ' �o � DAVID KER �� 4.' �� a`° ,' N aa° ss�-i3° w � F 35 5. � �- Grt� sWg� 3js C -�9X l�� i .3 �L.T-1155.374`J zs.9s6 � /_ DB 164 PG 649 FLOWABLE � , � �V � � DB l�l G . 16 �� BE6/N EE D�IL �€ �� . � .. , , +02.959 L- 0 � FILL �� ` , � *������0 ��f�.500 D . 83 122 \STA //+/ 750 � � _ ,, , � G FENCE f ,120 -L- � �: , , . , II � • � o° � � �96 627 a� eST P / � � y` '_ _ ' _ � � , �J� � 0. 4 LT 1100.0/4 J '� 29.3/l LT (96./64 ) O o$ �3 �°' .' Q3A- i- OT StU. IO �'OO. - a N� � � BEG WW FENCE c� x� /, , , _ � 1 {�, . � , -'` � � � ' - �, % - q ,� �/'�,� SFo � w� ; ,� - - Sta 23+1/ 257 P EFORMED WW FENCE Q � /Y SCOURRHOLE �`SB � ' • Sf0 20*/ �. 6 /�Pecial Cut Ditch S UR HOLE � 4 -=S'�`�'= 4�4-�� _ _ - - -' , �/` Ri � � , ,-' - - - - - P - 2- P�Stae ±00.00 � CS . � ']-��p-� 1p'j p � _- �t- �T 4.�� 4 � ''` -' �� � /'� / � R O ,' , � �, . - ,, 58 �, � o - � � �i,o � BEGII� ,C-E�� � Ul� (.,0 _ - - c � ' ' =: = . INV = 653.636 ' . i r-� . , "' �l �'J � Q TCJJ.�C7 � � � ' ' _ _ J .� C_ KbV � � -� \ \ I ; u/ _ . ..... -+- � "' � � S eciol Cut Ditch ` � - �,� � � � - � �'�E .�6:932 coHHecro � 4b � a , � N 47A \ � 2 � �` �5�- (-52 � p CSP � I 57 =2 �� �� S 2GI � 30-6-30 _ 59 , , �� GASKETS L ' N ` F _� _ _ _ F /�,� ' i� 0.8 OS ➢ . oo W x �__� F � 52A ' ' _ pS �SFS�s �SB�KB�s , � � �RG BACK N �9 �2 55.6 d � � F c _ _ _ _ _ `_ �3 ; , P GREENLE CORP. w �30 URN LAN - - -- - - - - 30 TAPER - - GRAU 35o MICHAEL L�NE DUCKER �?G 60 �N �- - - - - - - - - � N � / G� _ DB 234 PG 665 � 8 ,� ^�� LEASE �',� � �, � " • D I 3 P G 13z--r � c,� � ,,- � o�,�S . N CAT- = 4 X � a ti DB 14 PG 17 ,��dL � GR � � _ ` a� END CUL ERT Mr� SEe ITIGA IoN PIA Q w HON t E„FR,� .' _ --------- o � CANOPY , , � o �, � BEGIN CUL � �, .707 F STRE DESIGN � �q N �, � � J , R ,� i - �= A2ft32B8 � - sr �`_°� � ��� `� � � "�s`\ � . ��N �� 63 Q� �--- ° ,' �'�`'S\ r�`�, o o� o o �w 54 375 CB E� ST CB �A � ___45o N\\ �. 62 �°CB 600 obR �� ti , r�" : .. ::_ ��-� ----- 2.931 ' �m RE C _ � N � , � W ,. 47 � � �� _ -I� Ep ,: -:' -- 58 REMOVE HEADWALL &� -!I__c �' - _ O W - -� � o.SR N _ 50 5 _ o _ o a - � FILL W/FLOWABLE FILL � II �-�-' 3� W �o us i9 � Bs _�, �°z. gz � DI N DI o I o� � � us is �.o esr o -�- � - 2 ° (4 ') � --- C,=��� --- -- ---------- -- -_ - � � ------- �- � - - ---- _ - _ � I � l4 � \5 �54 .-_ �l Oi - - - . . . -�-M_ -�- +/4 2 - . ry - 53A �. ,�, i �0- �m �ty RAi . � 2GI �,-�� _ _ - 200 _ EMOVE - boo zi��P900 _ �3 �90 -�- - _ � � - ,_ �r2k _ �rn•uvv -�- �� co ch��� �--- ------ ------_ - ------ - - - -- // ^� . � � - �--- �R .�5����ir � CMP � � ,ti �ti`° ,'l 37 � 19.0/B�F�?'62.398`) + � �- - �i-, - , _ _ _ ; - - _ - - - ���� - 4so cMP � _ ,��56� _ _ N (�'� � � �ti • � /5 � TYPe 'A ` ' - - - _ - ZYP�''`� - - - - �� _��EG WW FENCE , , � � R 2GI ED � 7g 00 20 I- RRl3 � x2�� � ° � E� C D WW FENCE F ��� � A _' +80.629 -�_ �; FEN�E i REMOVE N/ 61 � F O F � � °� � I 2 � � � � ° BEG � ENC s A�GE-�S -�7Ni 23.43! F2T (76.874' ` - - _ _ _ � ; � 61A L O � � - - -�g --�- ACCESS POINT , O f�' � P.�Sto. l� fl�. R �. + 2.386 -L E � � oz UP GREENL CORP. 23 RT DB 16 Pc �32 EARING BACK � � . 6.099') �� GR �GR ^ . �� W / w ' � E D WW FENCE � (75.4,�9-'J- - - - - - � t48.83/ -L- , �� U " 03 � S 46 /0 47.� E � � � _ - - - - - - 23.202 RT 176J23 = R�9 �R r P C 10+22.629 p Q� � t2/ -L- \ isFBUS iMT�BUS , -' -�- END WW FENCE � FIL^L W/FLOWABLE FI & �-- ,� 6 � p +N.000 - - 33 RT 3 L- , , ; U ,� � o 0 36,825 R ll20.8/9'� 1108.268') 2& 3 RT � -� 0. 5� -L- 22�RT � 0 0 � POT Sta. lO f6 � 23 33 RT (76.552 J �2 �9.� , " '� o END WW ENCE (7 . 5 ' lCS.268') ' � � n�� � �38886 '� SfO.10+38.345 ��� � -BL-16 ' B� W#FE RYAN AND JOYCE E. ANDERS Q Q 6'� 55-18-55 i E�l� %� _ / f�� -�- -p3A- END CO � �. _ _ , _ _ -�- sto 22+03.494 0.5/0 LT. � � � o� �✓ 2<0 OS '� 5��� �•� �` �� 36.825 RT POTSta.1Of54.� � � `' - ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Z REVOCABLE TRUST DB 267 PG 429 R , - V',, °� ��� � ,' DAVID PARKER I 4 �sFeus w� I5 o �� '� � � 5 �` '� DB 171 PG 516 O o' x � � f __ t00 -L- O s. , DB 183 PG 122 �' � `� h �s / F�. z 82 L 58 RT �. �' �� �� � � � � 57 RT (/g0.288') BRYAN AND JOYCE E. ANDERS a� ' DB 196 PG 627 , � � Q� � ��w o �187.0081 REVOCABLE TRUST � N�� : / ° � o P �� ��,o° ��= ° DB 267 PG 429 �oo � _ _ _ _ _ _ SKETCH SHOWING PAVEMENT h � o �=� ��,( \. W IN RELATIONSHIP TO STRUCTURE US l9,SR 1524.AND SR 1540 i � s \�'i � � � � -L- -03A- 5 a �` �9a� sTa"+/o�52� SR 1524 +60 -Y3- i � TMPE ��� � ,�✓ � 56 LT Pl Sta 20+/0.�3 Pls Sta 2/+23.384 P/ Sta 22+27.385 Pls Sta 23+3/.258 Pl Sto 10+27.227 NPE ��� 0.�33 *SHOP CURVED -�OO -�OO s90 t 1183.727�� � = 5° 55' 37.7" es = 0° 58' S6e0" �= 5° 29' 46.4" lRT) 6s = 0° 58` 56.0" �= 79° 30' 26.0" (LTI -Y2 3 � -100 -100 � s � t�i = 90.000 Ls = 60.000 L= 167.873 Ls = 60.000 L= 27,753 � PRC Sto 1Of72.372 /i T= 60v034 LT = 40.00/ T= 84°00/ LT = 40.�0/ TMPE �77 ��jj TMPE �77 /l<420 US l9 /0>860 T = 16.636 *SHOP CURVED �' - �' ST = 30.03/ ST = 20.00/ R= 1,750.000 ST = 20.00/ R= 20°000 /7,280 /6>440 �� � � � � � STA I�4�50 BE�GlN}BR/D�E , , � SE = Oa030 /9480 850 � �� � DETAIL SHOWING PAVEMENT-BRIDGE RELATIONSHIP FOR -Y2- OVER MIDDLE FORK CREEK �' ,� _Y2_ _Y3_ •SEE SHEEf 2-F FOR DETAIL SR 1540 /9400 m +40 -Y3- � f2Z/ Y3- Sf� lO+O8.473 Pl Sta 10+35.843 Pl Sta 10+93.390 Pl Sta /2+09.592 Pl Sta l0+//.38/ Pl Sta 10+49.777 Pl Sta llfll.026 2� 2008 o (9 LT , r ; �,L4so�� �= 5° 52' 46.2" ILTJ 0= 86° 47' 35.6" lRT) �= 60° 25' S3.5" (LT) �= 56° 55' 17.9" (LT) 0= l6° l3` 12.3/" lLT) 0= 57° 00' 05.4" (RTJ p= 42° /6' O/.72" ILTI 2028 m 162.336 ) � N., � � � L=/6,932 L= 30.297 L= 52.736 L= 79.478 L= 22.648 L= 49.743 L= 73.770 FOR -L- PROF/LE SEE SHEET #38 �� ------------' T= 8.473 T= ISe9/l T= 29.1/9 T= 43.366 T= ll.400 T= 27.149 T= 38.654 FOR -Y2- PROFILE SEE SHEET #67 °� R= l65 R= 20.000 R= 50.000 R= 80.000 R= 80.000 R= 50.000 R= 100.000 FOR -Y3- PROFILE SEE SHEET #�7 � SE = SEE PLANS SE = 0.050 SE = 0.050 SE = 0.050 SE = 0.080 SE = 0.080 SE = 0.080 FOR -D3A- PROFILE SEE SHEET #74 �� �� RO = SEE PLANS RO = 20 RO = 25 RO = 25 RO = 40 RO = 40 RO = 40 FOR STRUCTURE SEE SHEETS S-1 TO S-l9 , .� N Lil FOR CULVERT SEE SHEETS C-ll TO C-20 � � � � � N � �--- W W _ � O � _ U E- Q � � 20 JAMES MICHAEL LEDFORD DB 238 PG 10 t3KYAN AND JOYCE E. ANDERS REVOCABLE TRUST DB 267 PG 429 ' ' S 58° 00' 00° W 38.100 22 ROTHA WILSON DB 121 PG 136 � S 6�°39�g9•W 30.053- —D4A— PCSta.10-f-OO.00G BEGIN CONSTRUCTION BEAR/NG AH = S 29° 38' 48.9" E PC Sta. lOfO, Pls Sta 23+3/.258 6s = 0° 58' S6.0" Ls = 600000 LT = 40.00/ ST = 20v00/ MICHAEL WILSON DB 121 PG 123 Pl Sta l0+/4 � = 77° 56' L = 20.406 T = l2.135 R = 15.000 RANDALL J. McKINNEY NO DEED _ _ i►-- - � ` \._. � � , � , � , � , —D4A— ,' ,� 88 Pl Sta 10+46.425 � � 8,7" ILTJ �= 74° 58' S4.7" (R�), ` L = 15.704 � � T = 9e205 R = 12.000 � '��� � � � � •; ; _ CONST.REV. BEG WW FENCE PROJECT REFERENCE NO. R /W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER � � � C� N � �- W 1.1J S � O �-- U � Q � , Y� , i r u�iJ O� I �� �' N FOR —L— PROFILE SEE SHEET #39 � �� FOR —04A— Pf20FlLE SEE SHEET #74 �I N�9/ I � ` - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ nr����-�7o ci�i i�nno ,.no ��Li�ii r�r� r.__�n ------------------------------------------------------------------------- Pls Sta 27+54.09/ 6s = I° 25' S6.6" Ls = 60.c�Oc� LT = 40.00/ ST = 20.00/ �"— W W _ �� O � _ U � �� RANDALL J. Mc NO DEED 4:3 81 RT 4:3 (2� 74R�).� —L— Pl Sta 29f56.270 0 = l7° l5' 54.2" (LT ) L = 36/.599 T = 182e180 R = 1,200.OQ0 SE = 0.040 —Y4— Pl Sta l0+62.692 �= 98° 4/' 39.0" lLT) L = 5/.676 T = 34,936 R = 30.000 SE = 0.080 RO = 40 ° ��'� �oo,ti SAL ANNON �s � �S, � ' `'s i �� `�ds i F � � � � � � � � � � � � � � � -- � � �.� / / s ; �s o\� �� � � �\€ �� � � ���� � � � � `�� � - � � �A�\�� � � \ \�� �� � � ��� �� �� � `\ ` � � �� � � � ���� � � . � � : :•� REV. iw �v. � -...._. � ���� DB 256 � DB 158 \ ` \ , \\\ ��,\ PROJECT REFERENCE NO. SHEET NO. R-25/8A 9 R /W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ' _ M - ��-�.�j� ��� ��� � N� � � � ��� %-lJ! \ I o a FOR L— PROFILE SEE SHEET �40 � N FOR —Y4— PROFILE SEE SHEET #67 � r �� �� � N�A I . I RD223228 5/21/2008 s09 gsblell RD-0ce34 29+56.270 l7° l5' S4e2" lLT) 36/.599 182.180 1,200,000 0.040 f--- LL.I W =I �C O f--- _ U �I .� � � Sta 3/t55.690 = l° 25' S6e6" = 60.000 = 40.00/ = 20.00/ 10+62.692 98° 4/' 39.0" lLT) 5/.676 34,936 30.000 0.080 40 //+/0.639 42° 37' /2,9';� 59.509 �,� 3/.207 �3 80.000 �3 0.080 z � DAVID DOAN DB 357 PG 336 POTSta.10+00.000 ,w � �� �, ,�i�i � � �� ACCESS POINT PCSta. l0+/4.226 PROJECT REFERENCE NO. R /W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. /0 HYDRAULICS ENGINEER � � /_'U l 5%d e � � i � � � �� �+ " " .,,d''"'. � m PRC �ta l0 79.4 R � �SE , � � � � � �� � . �° � � GS tio `� � V � � � � � % � �,qR� \ � A k � �� � o _ �� N � -BY6-24 % F" �� \ �� �� FOR —t— PROFILE SEE SHEET #4/ � N � i -Y4- Sta lI �-63.60/ � , � � ,', � � ��� \ \ ���k� � � � I °� , % �° ' � _ `'' '� ,�' `� �� �,, ��� : � � �.", � �`� � � F R —YS— PROFI�LE SEE �HEET #67 I o a � ; � Foa ��n,� ��� � ; �� � ``� � k�X�� � FOR —DS—&—D6— PROFiLE SEE SHEET #75 i c�-� BR�p�� �� . � A �, ti�: _ � . ao-� _____ FOR CULVERT SEE SHEETS C-2/TO C-25 � �� ----,L --, � I N�il I� I � I I � - _ _ "�.� . �,..._. _ _ _.._._. _.�- ..-, _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - . .r .i'�:.. � � _ _ _ _ _ _ '_ _ _ _ _ _ _ _ RD223228 5/21/2008 s10 gsblell RD-Oce34 : , � � � � � � � W W _ (/� � � ■ � ► Pls Sta 36 f93.043 6s = �° �3' 14.4„ Ls = 75e000 LT = 50.005 ST = 25v004 _X— -Y6- Sta l0 -Y6- Pl Sta 10+69.669 �_ l2° 04' 14.6" IRTJ L = 48.455 T = 24.3/8 R = 230.000 SE = 0.080 RO = 40 �' �X-� �. c. YouNc DB 175 PG 36 -D6B- Pl Sta 10+24.342 0= 53° 52' 09.1" lLT) L = 23.505 T = 12.702 R = 25.000 , GD► ,sl�l � � � � •; ; � CONST.REV. � � � � � ' ----'� END SBG �STA:36+38 -L- ���� ______-- ;, _,__ �; ,�,,_- ____- f`'' " -'" � � ' �' , �'�� � ,� � i � � � � � . PROJECT REFERENCE NO. R /W SHEET NO. ROADWAY DESIGN ENGINEER � t'^ SHEET NO. // HYDRAULICS ENGINEER FOR -L- PROFILE SEE SHEET #42 FOR -Y6- PROFILE SEE SHEET #68 FOR -D68- PROFILE SEE SHEET #75 FOR CULVERT SEE SHEETS C-26 TO C-32 �------------------------------ — — ------ — --------- — — ------ — - — ------- — - — ------------------- — -------------- — ---- — --------------------------------------------------------------------------- — - — --------------------- — — -- — -------------------------------------------------- RD223228 5/2]/2008 sll gsb1e11RD-Oce34 M Pls Sta 36+93.043 6s � 2° 23' 14.4" Ls = 75.000 LT = 50.005 ST = 25v004 Pl Sta 39+/2.8/6 � = 24° 25` 23.4" (RT) L = 383.638 T = 194.777 f? = 900,000 SE = 0.050 _ , , � � __ � , JAYE P. HEMBREE �,_, DB 233 PG 57 ;' � Pl Sta 10+28.32/ �= 76° l4' 19e5" lLT) L = l4.105 T = 8.3/7 R = 10.600 END WW FENCE �,. ; `; � �' i �° � � b�� , R s��o� i r���o � T c9T i qN� �O� i \ � _s,,. C�+nn -v7- � . � -�, �,- �� ' � �"� ' 26 S � � � � 932� �.,.,� �\M\ ��6�� � �m� � 9q � �^ � � I � � ,�►1t � l� � 1 1 �ii� CONST.REV. PROJECT REFERENCE NO. R-25/8A R /W SHEET NO. ROADWAY DESIGN ENGINEER ,,--� Q, 0 � - � �1 � / �,� -�R � �. ,�i� ,-�� �.. �� �/; � i ��� , /� � -nirF FOR FOR FC�R FOR FOR SHEET NO. HYDRAULICS ENGINEER —L— PROFILE SEE SHEET #43 —Y7— PROFILE SEE SHEET #68 —D6C— PROFILE SEE SHEET �75 CULVERT SEE SHEETS C-33 TO WALL SEE SHEETS W—1 TO W-2 C-38 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- RD2232'�8 5/21/2008 s12 gsblell RD-Oce34 � W W —L v l � � U f Q � ,,�. , LLOYD RAY DB 82 PG 87 ` `\ ���. � \� � ��' \�� 9ro� n�� .? T 47 2 �, � O -�- , �. e. YouNC � DB 172 PG 82 \ , �� 3 GERALD R. BROWN DB�'�,0� PG 764-769 '` n-'—`�- , � _ END WW FENCE PI Sto 39f12.8/6 0 = 24° 25' 23.4" (RT) L = 383.638 T = 194�777 R = 900.000 SE = 0.050 ��� i N��36� 3v � 9, � 2T„ \ N S 9S � \ , �S y 6 /q„ Pl Sta 43+/4.962 � = 4/° 42' 0%3" (LT) L = 407.573 T = 2/3.285 R = 560.000 SE = 0.060 Lateral Cut Base Ditch See Detail "U" BEG WW FENCE E. J. BALL, ESTATE NO DEED �� , z`�` / j.. 1439.633') '��� � � CONST.REV. � � � � � c iti, �. WW FENCE —L— Sto 42t93274 320/l RT �—�—��s_3 �o,. � -F/ RICHARD BEAVER DB 213 PG 137 � PROJECT REFERENCE NO. � SHEET NO. R /W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ��7:�r�.'�:�e�.'i1:1 LATERAL "V° DITCH (SEE DETAIL "X"j I�1 �� N �BO � i 1' 20• � / ,. � i N � � �S>� � �q°F � � � / ��, �u;, KEVIN R�ON '>>�o�a '� `� �`"",� `��� � +� �� °� DB 230 PG � � � � � � � � � � , , � � g � �. � ��,�+ �I N ', � � FOR –L– PROFILE SEE SHEET #44 �. '---- ---------------------- --- — --------------------------- — -- — - — --- — - — ------------------------------------------------------------- — — ------- — ---------------------------------------------------------- — - — RD223228 5/21/2008 s13 gsblell RD-0ce34 � i � � �I � �, � , RD22322.8 5/21/2008 sl� gsblell RD-Oce34 � �O � o � �� C � � T � 2 \ < � \ w; ., -�� � � , � ` � � �`� �' � ��'' � "� - � �� � � 4 . ��' '' � � . V �' ��, `^�' S � �, `w��' � ' , '� - � , , , ;,�� O . ,� , , � �� � � � � � F�� (� �� � � � '�' ' ' � €'i � '� � �� �� � ,'� � �� +58509 -L- �, �� ; '� � � 35,606 LTfIl6.8/7'1 � � � � � �� END WW FENCE ,' e ; ��� �, �' � � � , � \ ,' � ,' � � � , , � � � ; ; ,-, , � �\ ACCESS POINT,' �� US l9 AND SR 1526 9,330 US l9 14J20 . i�,vyu /40 2�0 OHV=l2% 700 D=70% PM DUAL=3% �,oso rrsr=iz SR l526 560 � 840 PM DHV=lO% 0=60% OUAL=9% rrsr=si 2008 2028 ���- -w � ,� � � _ \ s �9e �s9 .� �� n � PROJECT REPERENCE NO. SHEET NO. T R I R-25/8A l4 R /W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 5� CONST.REV. R /W REV. o� �� �' S�. �; �' -BYII-38 � � �� �� s`"' VENUS L. HARDWG °.; �,�', ° � � �� �' � �' � DB 218 PG 256 � -'=11_�' ',� 53 s PoT sta io+oo.000 � ,� � � ,�� �, � �9° BEARING AH � �� �� cai� a. BucKrvER ����, S 3/° 05` 22.0" E X�� II �' �� DB 207 PG 784 � � � �� x� � � �p PC Sta 10-�08J3/ �� E � � � � ` � � li mm x; , o , BEGIN CONSTR TION "' � W�� � � � � � `" ��oo�x s �,-x ,� ,�°�� 55 -Y9- FOC St0 /O 20.00D �,� � � Le�RR M. � � � �} � +2p�1'9- / / OBINSON ST Sta 45+99.249 ----- ��22-�� � i � � � � � � �`� �F ;'' ��(4.993') . /. T��B + -L PG 563 RIP RAP AT EMBANKMENT i���' °�� �� �y> a�' 7 g ��� ` � 39.1.�6 RT SEE DETAIL "L" ACCESS POINT - / �`' �- - [�SFBUS I �' � o \128.3�9 ') ❑ � / +20 -Y - ' ` f23.425 -Y9- � -� � ' � I ° , � � � 9 LT� �f �527') � � �� � / ��' � � �w P � .40�') � � 8 �WW �NCE' �� � /�HELBY G. ��,Y '� r.' +25 7�-Y�-z � 4.0 �� 09. 2�-L- +64 -L- � " � � BETTY R.RA�Y� � � RT 129.5 �7 � � _ , � 2� . L � � /£� DB 65 PG 539 / ENQ W F�� N�CE � �(�72��� � 29.323 LT & 32 LT � � ' , P� Sf0 /U f�$,.3J�� ^� � � � �� ,<,� � �- BEGIN CULVERT , ; / DB 125 FG, 342 � - � � STA45+32.699 196.2��04 ) /- - +�3,97 =L- t-7El'L- \ � � �'�'c� END CULVERT / �� 25 LT (84.70�� 23 LT g & GR � � 35 87 I STA45t42802 �, 5,� a�" � � ND WW F��E_ _ 17�.459=J- - - - -fi� � � ��� P E �� N p1 °� � I200 W FENCE � -�- - - � � " �� - �A F � � � -�T _ � � � 7.0 m SP IAL CUT BASE rnT�,r^u _ � i� ��1�=--�;=�X - BST ry\ �A' SFF n „ . � / _ - X�-�R _ - - - 9 F T _ - � � � , -- �% 4 0 � �_x_--�4F�33-=t= ---- T �- i-_ -� 30 T A E-R" � , O 24.7/�`` LT (8I.09�')_ ---_� - �Ra.0 s5o/ sia _T- - �� w��� -- \ - o - - - _ �.0-= --- us is � asT � _ _� - _ ETS BEG WW FENCE �, - - - - _ _ _ - --- _ _ _ - - - / �_� - --_ ----- ' _-__ - - _-- uoo�� -__ r`�' � �,� A _- __-- � � � _ � / - - 2 r,,, �?� N� / ---- ___ �_ � � 3 ` �- Q _ � -,- - - _ ,-� ���, R� � o � _--_ � - � � , CS Sta 45+09.249 � �� 28�tT� ' ' -"� ,-' +l3 -L- ' ' - " 30e432 LT & 34 L � � (9/.864'� ,' �R, , - � " +78.105 -L- � 1132.65/') � -L- POC Sta 44+24.979 � i -' 28.986 LT (95.ioo�� l� -YS- POT Sta 10+00.000 �� ,�� ,�� aEC ww F�NCE � PDE �L/ � 375 � � '' ' � � R �_ /5 �_� �� � 1� `I'I SFD PREFORI� EE D T ILR„�H2OLE � x�X // 3 5 7„5 � �FS rr 222 �__ � C F 213B END � � --- ---------- - �<-- �- a. - 3 an � ' - S „ � -�o "� _ _ _ _ '�ax� 2�28 N� l30 TURN LANE � � O-RING GA O � o �F � � >6 '�s° � � � CAT-� o o � � �� � � - -r� �.sa � - _ - � = -_ -- - o - --' --- -- - �� - �=---- 13A � � __ � � ' � US 19 7.0 BST � n �n _ _ -� � DI(ED � � M �� 212 � -_ ==-t- � � � � � �� I // Q_ . . �� \ 2 �, / O� � ,,` ` • I /20p �� � , �� m o �� ��� � °' GAIL . BUCKNER y � '� _� -- 1 , " �IE_ i�-� 3@ 2JM X 2.7M RCBC �,,-�' � � �� _� � r�` i-�°'- - _ ry� -L- POTSta.47+/5.000 �` ��}� � ``'JB`��'�a `�` ��' l� -D7A- POTSta �O��Q1�:068J �� -L- Sfa 46t97.045 /492���' -`�'��1��``�_ -Y9- Sta 1Of44.876 7255 RT S�9` 37' 48.3" E r,,_�, � F FE - �R � DB 2 7 PG 784 EN� WW F NC -------------- _ C ^M � -a�-3s � i'� PCS a�f10.606 � , � � � - ;�, - _ �� �,� �����.� - � - �,�.��'4► . � t�� _�r- �� _--/�_'/ � � I � • i ° � � � ,� � , ��.\ •� � • '.siiiii��� `�is�iii�� __�-��� ___ � • �a • s / � � �! �. _. � - j = END WW FEN E� °, 'N � �' -- _ \.: �\v � BEARING BK ° � n� N 80 2�3' 37.0 E � 44+34.3/7 /1258 R ' � '� ° ,� �� �� � ,�, � CL I RIPRAP _ 1.0 m LATERAL BASE DITCH � �� _ � � _ �, � `�' �-,�� , - _ � / C END CONS l0 � � � , �, , �;� - _ S 69 37 48.4' E r� , -YS Sto l0 43.000 � � F SEE DETAIL AC f� _ � � �^' �t / � - � 31 R � � -�. � � `,,' �� i 02 �2 � � DDE = 1 0". ��� � "�, �" �j �'}�-`� V `w � F 0� '"� 55-14-55 �'"W CL I RIPRAP 110 MTN SHELBY G. R�i` o� � (l0/.706�,, � -a� �{;� � i ICKY CLEMENTS, ET AL �' y� i �` n"'�� `t^' �,;� i 55-18-55 FF= 106 +/2 -L- , op � ��`'��-., ��;�� i 2./ OS D 325 PG 549 � I �� -Y8 25 QS BETTY Re RAY �. 2 � � 9./27 LT _ 33 RT DB 65 PG 539 � �j�, �� `�'L�,Y,�M `�"�„ 129944'J i�-- (108.268') DB 125 PG 342 �^' �`'� � �r. �/ ``� ��_ ��� �3 / � 2 A � � / � � BEGIN WW EN E � � � �,,� ���, ,, � � � M 4.� ��-� - - � W � �`''Z i � � 5 4 � ` , - � z� � `�-�-�, � \>0 9 � '� :� � �q 23j " � � � � � �'%� � � i � ,�-,Z�'-�_ I� � �%S F � � \ � � �% � � � �rn� � � � � � g� � �, , � �'? s-r'� Lrn \ � 19 OS401"E x � „f,r�_r. - �O � � ��-�'-'� r�-,-c �.. ,�,io'fr �' � �- �-�� � I 158� RK i � v� Iz � 1DD��F� � � , eAPTisT � _Yg_ s9o� � M 52� POT S o�16#f9. 8 9'g90 �: I „ � asr � cNURCN, �\ _�_ -D7A- BRG BK�S 68° 28` ODoI" �� ' I I � ��� � A�� � Pl Sta 43+/4.962 Pls Sta 45�39.268 Pl Sta l0+/8.6/9 -BYIO �. � ��I l �I \ � MIDDLE F0� SSION RY { Pl Sf0 /Ofl,S.945 �,, \ \ � \ � BaP�isT CHURCH �! p= 4i 42' 0/.3° �LT) 6s = 4° 36' 14.9" �= 38° 32` 26.4" (LT) p= 29° 53' 34J° lLT) � , �� , z ti ��, � � � � �g-345 �S�c 4io �,� t = 407.573 Ls = 90.000 L = 20.l80 ,; BRIDGE DONE - UNp�R �- - �� L= 10.4 5 `\I� �� BST --�-- ��� /=`"" T= 2/3.285 LT = 60.020 T= 10.488 T= 5.339 T lP N0. B-�183 �,� �� , �� I� �� � o -_ _ i ���`�" R= 560.000 ST = 30.0/� R= 30.000 R= 20.000 � ' � � ' � �! � I� .zas � `` �� � �-��',� �-,_�_�_ �^�-�`°'-``"�'� SE = 0.060 SE = 0.080 y'bJ -L- 72 RT 1236.220') FOR -L- PROFILE SEE SHEET #45 FOR -YB- PROFILE SEE SHEET #68 FOR -Y9- PROFILE SEE SHEET #68 FOR -D7A- PROFILE SEE SHEET #79 FDR CULVERT SEE SHEETS C-39 TO C-44 � � N � � � � � W W _ � O � _ U � Q � k\ 2Oo +� � �� k \ T X x �� , , ,, ,, ,, �� , , , F%+" � �T, .r►�� ' �� � � i i�� CONST.REV. PROJECT REFERENCE NO. I SHEET NO. R /W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �� � � a �� N� FOR —L— PROFILE SEE SHEET #46 �� �� FOR —D7A— Pf20FlLE SEE SHEET #79 � �% N iN I � ` _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ RD223228 5/21/2008 s15 gsblell RD-Oce34 0 . � � x x \ S ��, ''29- � oso.. ,� ROY GUS BALLARD DB 124 PG 244 56 � �� I , � � , � , , � � , , � �� -I- i i ` � � � � , � � ' � so�� / � ', i + �� ,- �o� +\ � ' ' 3� ' ` �� rt� i � � � �� \ ` ' , � ,� � � � " �� c� 1 A � � �� �� � V A � ��,� � �� � % �' � � � ,n� � \ J Y:.S ��. � � 'g7 \ 1 X 4SBW X + � � � � zsFo CONC � Q -L- POT Sta 5/+04.164 � ��� ACCESS POINT �� n +69 L- - Y 9 A- P OT Sta IO+OOv000 \��'� 42 LT „, BEARING AH = � �� � a �' rr.�.�s5�� S 69° 37' 48.7" E +50.2� -c- � �� �� ��, �°�m 29.922 LT (98.169'J � � �`�� � � �'`tia•° R� � END WW FENCE `� � \ V`I t47 -L- � 36 /l6 LT �' � C l200 WW FENCE (//g,490' � � � -BL-40 ��� t56 �''-� ' ' O -L- Sta 5/+55.525 /5J82 LT 9 L 6 � 36 X ;; X�—X X X X x � , � X 4�BN � __ �CL I RIPRAP I Io - 15.4 TONS � - -- — - 31 ° °D- 3�-� � -- - --� w � — __ � O �' �'� C �- {:� F � � \ � � �- ---- ti ------- ------------ GRAU 350�� �--_ �T —�----- —T------ — — —T— — — — — — — — — — — — — — — — — — — — — — � i�ii� � � + N (40') US l9 7v0 BST � 'p�� ��, ,� , — — - P� '-� �- /_ \ � — � -- �i\ ! 9'1'�\ NI� � / _ � N � � w t67 L- 28 RT � W l9/.864') ` = END WW FE � - ---� \ � O ....___ -.���/__' �' 1 3( � ; �t� /� C� �� °G � � � �� � Q � �' X REM HW '4.0 m CONC. HW -Y9A- -Y10- Pl Sta 10+32.526 Pl Sta l0+//.755 0= 75° 33' 47.8" lRT) �= 29° /6' 47.6" ILTJ L = 39.565 L = 22.996 T = 23.255 T = 11.755 R = 30.000 R = 45.000 SE = 0.080 SE = 0.070 RO = 40 RO = 35 � � EN�E V�� �2p0 7'LtJ L— 70 LT (229.659'. YY f � ���', �t�`���, � �� C�M. ;�� _ ��� - �� - �- - / �� • � " GRASS SWALE �/� �� SEE DETAIL "E" }�-� ISMTLG � ti Q a3 NP 57 RONNIE L. RAY DB 228 PG 779 ��:k ��� �� � �., � � � .rl�i .,�r� � � :�r_ ONST.REV. /W REV. PROJECT REFERENCE NO. ': SHEET NO. R-25/8A i l6 R /W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER '`� T`'y `-� BEGIN CONSTRUCTION (Y� 84 LT � l2?5,59/�� -Yl� - POC Sta l0 f06.00Q _ _ \ / _ —__ �— �" __ \ � �! �'3 h t7/.274 L- — BEG7WW FENC 3 �/ pti -8�-41 PT Sta 1Of22.996 � +69 L- � �i ' -L- Sta 53+8/.742 /535! LT f28.468� � l8 L�—" �. C � F, l0- Sto 1Ot40258 /1.990 RT � 159.055')--- = � �-------- - � I - ------------ � SEE MITIGATION PLANS � c� ��CL B RIPRAP '-_� FOR STREAM DESIGN � � ��°-/ 224 117.3 TONS -�- --------------------------�------------- - � - - - --� '- - ' � 17 6 SM FFEXISTWG R/W / ----- � -- ----T---- 1-'-- _�- N _ — — — — — — — — — — — — — — — — — — 4.5 DR -------------- -- — '_- - - _ _- - _ -T- - - ---- - - ---T --- ---- T --T - - ----- T- - - - - - ---- T � US l9 7.0 BSl � � O II�O l� LV L � �o,; � 3rn ' A � — � — � �2 _ � — — — — — — — � ^ � -- — --- _ , C .�i XISTING - � �` REM HW �C � �� r:�� � �'� �o� � � @�•'� `�- `"�' � � �� �, � � � ,;�� . 9,0 D � \ - - - � U � � m�, M�; WJ ... , �v-� w� � t-w �-�." �:� v-% �;r� W-� w%� �� `�lN y��_ . � � _ � h �3 � 1�.8 TON3��� ; � � H 9��� e�c�� � � �� ' ` 225A ��`"' �� ���0 � 450 450 �� FS ,253 2GI � � 3�%r- -�' �`"'Zi;�� . 375_ _ ,' � 252 � � x 456 X' _ �,' 04 7 SM FF _. ---- � E� ypq�L_ �= �� �2Gi -s- � � S ZGO TAPER � l30 TURN LANE'��''' X�X x,��X �2GI FS � 7<5 �F _-� � � O � _ � , � � � ' � 225B � � � 254 �"' N W N F a� o� I �x qs�w a � , , � � b � oo � N ��;e�e �� � . . . �X RIN �o�'e _._- � �., �� '��'f� m = E�` i � _ __ �, N W �i.. , . .. .. ' �'i�; � �n,_,.- x ,�n ^ X q5 � i �x. � -h. END EXPRESS C & G � END CONSTRUCTION -Y9A- POT Sta 10+60.000 +so -Y9a- S 5° 55' S9.1" W l4 LT 145.932') BEG WW FENCE POT Sta 10+63.568 PC S P � -. ; - � \ � � \ ' .- �- - _ '_ ._ -- -_ _- '_ ' �_r.M ��?-�-�-r�'�_M��h :. _ . ��M-c�'��-r���'� � 1200 WW � � � � � `�'�n �����_�. m L�,� FENCE s G � . - �� \ \ �� � -L- POT Sta 53+92.1/9 � � +72,624 -L- P �fj \� _-_ � � ' „-,_�,_�,�_��� g �� -YID- POT Sta 10+54.428 28.667 RT (9�53') � � `��� \ \ �-``� � \ BEARING BK = Z q- END FENCE -� + � � � � � � '2.ns � � , a,t �, � +�a -c- � . � , � � . S 63° 34` 17.9" E � j; �, . 28 RT � �06.094 -L- � �, p �'a (9/.864'J + 4�.6/7 R �t133.��_ �� s m ��@�. FENC� `w� � � � ° � i 10+09.27/ �, � � .: , � s ACCESS P /N7', � � �. � n� � � 'o, � � �� � �20� � � .� 2ESS C & G ��� spa � � � ��j' � � � `� ti s � � `� '� � �F�c �' ��.� , � F � �� ��- � � � � i i � � � , � � � � �� � , � � �� � � � Z � � �, � � Z W � , � � �o I ', ', �� ��, �� N X � 1 1 � O \ �� n° � � � \ � O . � � � , , � 57 ,, � � , � � , 5 6 " � � RONNIE L. RAY ��� � � � � � , � � DB 228 PG 779 � � � N` � � � cP � \ � ROY GUS BALLARD �N x �� � �� � � � � � DB 124 PG 244 � �, � (7 � � , , w, � , � `� , '. �, ,\ `''� �� z��' ,- , � � z � � � � � , � R�_ , z � , , ---------� �, 3, , , � � � _n Z � � , � � � � � . . �� olrv � o � �`�?� , `. . � f45 L- °N '�,� � �� , � l03 RT � � n � � �, `, `�_ 1337.927') tg6 L- � ��. ��� �� �. �, l07 RT � � , � �, � �35/.050'l �� �_ ��, �. � FOR -L- PROFICE SEE _SHEET #47 �oa � , Q�I r urr —i yH— rrrvr i�c �cc Jr�rtt t�by ��r���;oo ' �•R FOR -Y10- Pf?OF/LE SEE SHEET #69 � N LA I • ` _ _ _ _ _ _ _ 3 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ RD223 _ 5 21 2008 s16 gsblell RD-Oce34 � _ � � � � � � � � � � � � � � � � � � � � i � a � ^ � n i i m � II N�13 '_y I ~ �ltl o� � o� 0 I N I I I } I �� I �� N� I � ` _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . O O I �^ u / � � W W _ � O � _ U �-- Q � a�o,. � � 2 ��, s �_ �°.� � � �. � � 65 -Y10- -Yll- -n�- l0+//.755 29° l6' 47.6" lLT) 22.996 //.755 45.000 0.070 35 10+42.234 85° 00` 08.2" lLT) 44.507 27.49/ 30,000 0.080 40 Pl Sta l0+/0.445 0 = l6° 52` 38.9" (RT) L = 7.364 T = 3.709 R = 25.000 � —� � �� r, � _---------_ �'` � -- ,_ �����T{� , �--�-----------wirT�-------�_� , . ._. ...:, nn� w ��5 2%°�ifl�. z� � � � .�►�sIL1� .,,� � � :■: � PROJEGT REFERENCE NO. R /W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER , � , � - , �, , ..� , ..� ... �s 1l1. JY T l V —L— � Q , � �,,_ , � �� , „ , � _ -ri -- r-��ri sra irr-��v.vuv , 1223.097 ) • � +02 L— �`3 �� ' � � �. � , I � � �2 Rr � f � , PT 5��0+59.250 Q � � � 6�° 03'��9e8" E �' , � � � � � � � , , , � „_���— � N _ R/W E� : , �3 , , � +54 -c- Z � � ;�Yll- STX1J 10+7�750 ,�' ,� � i / �� z _ � (236.220 ) � , �" � �'', � , � � ,� � , , r� RT � � -D8- POT��#a.10+20.000 t �� F � ; , , � i � �, �J 8 � � , � � f` 1252.625') ti �^ ` �;,�^' , � , i ��� i� HARLAN BAILEY � POTSta.10+6�223 � �' ' � `� ° �NBYI3-05 $T . S �, , ,� �� � ` �B 2is Pc 34i � , , � � � � €� �CStae 10+06J36 � � �� � ���w � � � � �� � , —Yll— Sta 10+75.8 � � 33/8 RT 23 RT �� � � � ' � � ��' � � , O � � � � � ' PTSt�-�0+14.100 , , , � � � � w s i � � � (75.459 ) % , �� � �' } ; ,' '-07- POT Sta. l0+ 8.000 BEARIN% AH - % ,' � � s I5° oz�_ 2� �-, � � �� �_569 X �`�'��'''' � �; � �' END CONSTe S 43° ll' l(?.�" E � �; ,' � � �� �' � �� � � � ' �'� BACCHUS F. MCPETERS � � � � s � - � � ' ' � �Z,� DB I10 PG 569 ; ' -� � � Iz •6� o� � , - , � � / X, �, , �m . � 1,�'Z 2 � -I- � � � , i � ( i � r� g� , . � .,N,\c� £ � J C � � 5 „ ri � t� � � � �� � �� � � �R� � `��� �� �'�' � � `� �' ' �' � s O ' �' � � FOR -L- PROFILE SEE SHEET #48 m � � Sg�/. . �" � i M \ �� � X � �,y� I I � � � ��` `�' �� ', � ';A � - ;� ,� �, � � �� � � �� FOR -Y10- PROFILE SEE SHEET #69 , /� � � � � � � I I �i 1 � ' � �``' � � FOR -Yll- PROFILE SEE SHEET #69 g°\5'�qp i� `� '� � � � � ,c��,d�� � � ' � 5 5A X� �' � \� �� ,� ti v � i � �i- _ _ � � , � � �! � � � , o FOR -D7-&-DB- PROfItE SEE SHEET #76 � , � � „�,% � �, �, � �3 ,� �� ; �! � �Z � , FOf� -L- CULVEI�T SEE SHEETS C-45 TO C-49 a `�''- � " � , - � � �� ��„�, �+� ; 3 � X; ; �, wN ���, ,� �, � � FOR -YlI-CULVERT SEE SHEETS C-99 TO C-103 _ _' _ "' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _" _ _ _ _ RD2232�8 5/21/2008 s17 gsblell RD-Oce34 i t i � � 1 � � PROP. GR W/EXTRA LENGTH POSTS � � W �� � W� � � u�i —Y/2— Pl Sto 10+34.480 0 = 76° 04' 29.8" (RT) L = 39.833 T = 23.470 R = 30.000 SE = 0.080 r40 = 48 ,y �x_ � y °k\ � k� k�� x BOBBY LEE WILSON DB 179 PG 490 63 , ` (� 1200 WW FENCE _ --c� O � -ii� — _ — — _ — _ — — � — — -- -------------- _ �— — --------T-------------�--- -- � N ,h US l9 7.0 BST � � — --� � — — — — — — — � � �9 B�2 9`F � � � � � ry CAT-1 w � � 30 TAPER � I°' 0 9 rE �,-E FSEE MITIGATION PLANS s_ _ _ •' � a �_ `�/���� ��� '7�;�.` ��` \�i` . I I. �ACCH��� \ C US F.MGPETER � � '�B_„I10 PG 569 f��97 _ _ � � �.. 50.534 RT _'� 1200 WW (165.�95') " - � BE�C� = FENCE , � _ _ — END WW FEA!GF� m +95 -L- 45.447 R (l49.105'I � , � � X ° � %<-��X 4SBW ��� � � k + � 9s w x�_x� � 65 ROBERT CLEVE ROBINSON DB 90 PG 33 �� - �� 4� 50 LT S� � � � —� ---�- {� (164.Q�2' � �� �- -� ,�� us . � i �' �� �- � _ --�-�— � � {� 8 -L- N qs ���^-�,,,,�,.� ���- �__ �_ � 42 LT � � �-- z � 9z8�F �� � � �3 r"""„-�,,, z'�n.3- ��_. � 1137.7°5') :� \ ��. � `�"^ �^-�� s,��__ i > �-V,, ti � � 6 4 �' ��,�,, � A �� ERMA ROBERTS \ —L— POT Sta 59+84e295 26/LT C DB 262 Pc o07 —Y12— POT Sto 1Of00.��� (85.302'J t40 L- f�n -� - N zi° o$ � o° E � l9 LT (78.7 0') � R � I (62.336') � /n� `�' /S // _ � F L= � _ — — _ — — _ — — _ — — _ _ _ _ _ — _ — — _ _ — — _ � � — _ — _ � — — — — — — — — — — — — —T— — — — — — — — — — — — — � � _ _ �` _ — --_L� _ � � --- _ � ~ 64 NANCY JO RIDDLE CL s "t` l30 TURN LANE DB 262 PG 009 FILL W/FLOWABLE FILL 4.5 � �v �� _______ OR REMOVE 11J, �-�------ ------------ -- S ___ .... . �. ..� � _.. _. _ _ �;�_ - - _ __ �,_:, ,� - - - BOBBY LEE WILSON ��. __, +34 -L- t75.339 -Yl2 �p,PER DB 179 PG 490 15 m tATERAL BA'SE•DIICH,— 3/RT �� 3 4 R � SEE DETA�, °G„ flO1.706'J � �� ����< a51 �UR � ; (9. /8 ) � 3oomm 6 3 . � ENO ww �� 5 � � �_ W Z FENCE � = N isF � jl_, � � -BYI3-46 ' � � � q�1 " i� � N mm � �i� Qn � 375 o � . 1�6�hc � � i — ; � 4I/ �' � W ��� / 6 26� c � �, � � �� � � �% � � � ` R , -- - P _ I-2. 7 X'�I.4 RCBCI -�� _— -- �� � � / � � � �m / 228F � ��?� � �' , 8E / � Q +65 -L- __�.- l_ � — -- -- � � %`�� � � � o � � +65 - - �_ — ---_ __ _�� , � s ��;� ✓ 54e4� RT � �.% ��`` �,s' �/ � S p�' , � (l78 6'J 6 � 60.554 T � _— � - — — — — — — � �� 67��� f.�� -L- LT � _ �_ �� ���� �� � �� � a � T� � �R.O.��i � �'/ �3 BACCHUS F. MCPET�S � � �, � 3/ RT & 57.177 RT � ' 30o mm coNC • � � � a� � � � ` DB I10 PG 569 � o � N � (101.706'1(187589'J ', �, �'3 �; ,;�'� -� �� �� M � `��" � ' - �- � +32 -L- � i000 mm � � �3 �3'� �, c,q_--� � �' r'� � ' � (2/5e322RT �3 3 ' � � ��oNC ; � � �� � � - - � -BYI4-48 �;_ � � � ,' � � � +33 -L- � � �'-/ �� � t ' �', � �, / i� � � 73 RT 1239.50/'J iSBKD %i � �, � � I"� �s�� s�,� I � � ,' / , � RETIE ORIVEWAY � � '3s� , � � � 4,,� � ,' � � 4,2 DR � � , , � ; � 0 � � �WD C — � � � +22 -L- ��� ���� �3 I ��� , 78 RT (255.906 J � '� , OW � �� �� t20 -L- � � � � ' BOB LEE WILSON �� � � � � �- 70.1/4 RT � ��� � � � ', �� DB I'9 PG 490 E� i i � \ � N 33� . � � ��� (230.033`J r� � % �� � i � �� � � � ,�J �"-� eo �8" E � . 4,: � 3� �-n� , \c.� s � �, f"3 ��_ � \ � \�� \ � � � � `Z" `. � � � ; � � �m / I � � w�c - _ 28 i � N v 'I + � ��) T— � — � � �,�� � � � � ... ..� ONST.REV. /W REV. PROJECT REFERENCE NO. SHEET NO. R-25/8A /8 R /W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER — � — ��. � � � __- �e __--- N _ _ _ _ n -- ---- �� �5 ,,-- ____--- N n Fe � __-- o � ,_ � ' , ,. '� �� JOHNNY L. BRADLEY — RIP RAP AT EMBA E1�1T ' DB 314 PG 296 BEG. SBG (SEE DETAIL "L"j � �� DB 328 PG 421 STA. 60+60 -L � ; PB 5 PG 192 GRASS SWALE � EE DETAIL "E' od� � �� 6 6 B ACCESS POINT �' \ oo N •o p �, i � o �,� ', +3/ -L- f49.435 -L- � � �n � 22 LT 19.952 LT(65.459`J ° �, . f72a�78�� BEG WW FENCE ;" � I END WW � � � FEI�,CE � +58 -L- CL RIPRAP `� � +35; -L- l9 LT jj:� �N FF ` `� ON R✓W (62.336') � � O � ��. _�� 232 F ', �, � l30 TUR � A L NE Wo __. __.._.. � � , 9 �,e ,- _ _ _ �0� WW �EN�t /O-RING `r.o� � � £s� - -- -r � � _-.� - — _-- � iw GASKETS� - G� `� � �, F - - C-A'F=1 ' - 32 —" _,� "- ;a — — -_ 2GI T e JB w �� U5 I9 7.o B�T � —_��� ,. � o �.�� „,,., m�—�� `_� BST � O.ER �:���. � — �- — — —B�M— — --- �> � � �' �� . 9 — — 2. � � F / (7 � / / ) � —�`��_ , _ - � �� � �G� , � / Ex�51�N� R/W . � �, . .� . _. � �y' � t . / _r", Srn' � ��� \ +30 -Y12- 13,0/6 LT (42.703'J GRADE +40 -Y12- To DRAIN �� LT 136.089') BEG WW FENCE � -a r i�-�t r -Y12- Sta /0+58.796 2.494 RT t66.823 -Y12- 13.578 LT (44547') END CONSTRUCTION —Y12— POT Sta 1Of75.339 . � \ 7-/,� -L- 29.99/ RT SPECIAL CUT DITCH (98.396') SEE DETAIL "C" \ PC Sta 10+I1.0/0 BEARING BK = S 69° 37' 48.0" E -BL-50 -L- Sta 60+62754 /.982 PATRICA ALLEN DB 189 PG 323 66 � F � � , , � ���v, RT " � ry ; �'; � �co���c / �� - HTP - � e I � L� � N� �� I �� � o FOR —L— PROFILE SEE SNEET #49 ', �� FOR —Y12— PROFILE SEE SHEET #69 � � N LN I . � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _'_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ RD223228 5/21/2008 s18 gsblell RD-Oce34 ' �I � � � � � i PROJECT REPERENCE NO. SHEET NO. N 96S�,S i RIP RAP AT EMBA�IfNKENT ._ TRI � R/W SHEET NO. �9 •eB s� Z(SEE DETA L�Lf'j�� � ROADWAY DESIGN HYDRAULICS - �-- --� 9 a` A ,' �,Q � � z 3 �/ "� -" ENGINEER ENGINEER � , , .,� � ` +64,4 -L ��;w� �� �_ � , ��.— �" ��zz°��3"E s �a ROBERT CLEVE ROBINSON BYI5 � �, � � NN �, ��' � - N oe E � ����� � DB 90 PG 33 ,,� � �N �,;,�' m°� '�' 04.0/9 LT 5 0 lo �'' �ro�a, � i _ � , , � �� � ,.. � (34L2 8 ) � � �� 43� 43 — � . S9e . .�' i � � �f�^f�`' / t� c,� —,� � �r� W `" �—t1J� w� ��'6` y 7-&88_.� � —___ ___________— S S, i / a - � � � —� �g068 � i _-------__ ____-----___ � DB 221 PG 451 - - � � � 3>. �' � 9 ' H. LYRIC RICE �' „�,� `' _ ���°6 o N O � —= ____---- ____------------------ �, i 9`� i �.''--1 �M�Z�' +5/e188 L �' rn CONST.REV. - - - - - - - - " �' r-,, �� ,� �, 4"j � �`J8�23 LT ___- -------- �____ -- � �� � ��` �� ��� � l3�'2.25') --�R--------�- . � � � ��,' ��� j' � ti� � �, � R/W REV. - - , ` � � "'� � � �, � � � `� � w� t;3 - � �� \ / � , , • � � �„, �� s,, __ �3 , ,'� � � � -� r � ss, � , � � � 1�[> � ni • 33 G` \�- ' � 0 4� - � � � �O 1�f �'� ] �l i 00 �. �i� iL1' �'.7 Q � i i °�' , � c�`� � p�0�c�`a L T w � ' � (� . JOHNNY L. BRADLEY � � 'S s.s�� "'"� � � '�" � �' � �� � � �� �3 0 � �, �,�% � � � � d i � �� DB 314 PG 296 � � � � � �� GRASS SWALE � �- � DB 328 PG 421 , , � � q3 � � � � (5ee D�AIL °e") � $3 PB 5 PG 192 ; ; �� � •��'oso� ���8 �� � �.� � �, � � � � � � � � N �ARP �aKE 6 6 B %; //. \�% ��� � HTR � ���' a v 6 8 A ' ' T.M. EQUITY CORP. � , � BL-52 , ACCESS PO NT �� �__ /� DB 212 PG 680 -L- Sta 62+/9.748 20 5& Lj �__, ��, SHELBY BUCKNER -L- POT Sta. 6/+36.900 +62 -L- ,' �� � � � , �' - - _ DB 125 PG 366 � +4/-L- ON R/W & 30 LT ,' ,' SF° � o° \��� --- ------------- ,--�' CL IRIPRAP -DBA- POT Sta.10+00.000 i8 LT (98.425�� ,� ,� � �,}'� �" � � -�t--�� - _ _ _ _ �R �o Tor,s � +52 -L- � BE,�IN�i �l l = (59.055 ) ` - , � .y� �,�,�,`25.945 -L- � - .�-.� - - - - - - - - �' � 18.4 SM FF �, � e t38J63 20.70�f YT - - - - _ _ _ _ _ , ON R/W �` w � 8. 37 ;L- oo°,c �� .R/W - - +69 -L- -a -a -� S 69� 37� 48.3° E & 28 LT 23 : R/W " , � c� �� e� �,�` �-�,,,,,� r.,.��-,�, - - - - - - -__ _ - - - �� +62.09/ -L- ON R/W � 4 - +84 -L_ -ii -_ , FENCE " - , - � , , ��,: .,...��� � S _ E�X, R/W ' �' 39A R' ON R/W # ��9 +24 L- (9/.864'J '� � ; . �. 6 � �s-° "� � � � �� 22 LT ��� w ' � , :� �� e 7 �`�` . , f - � �., � ,� ,, ,"�,e � , . � � � �'�- 30 TA E w pFL-BOK�S - p � �s� � � � � " a° _ y�... _�__ __ `. - - , � - � a o-i�-&ING . � .m. � � I200 WW FEN�'E �� -R_ �- -- ...- --- — ----- --F _ mo _- ' l2 WW FENCE _ -- - —� S a2, R -- - --� o � 9. - �. ---- __ N F `--` -- - --�,� �B ---- ----- ----- --kW.-46r=L- cRy-------------- �--j�- F 21fio6 _-__� F __ 3j96W e J II .. . 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FS •� 2GI FS � F'"� 30 TAPER m _-`� fSBLKBUS W❑ �� ISBKD � 230 �`�'� 2GI FS � �� FS - -���-° ��- - - � 23 � 6 6 � z �,.� � �ELB � -------- � � ___ ___ � � �` � ' c�.i � U, � + � v�i � /200 WW FE � � � F � BDO�200 Ww co�ic I-- ��— N a� ��'3 v `� � � � 11 e �" V`� � �' w �`'� � � . �-c�`_ZrM_rn-�s'�'- - � m t (� PC Sta. i0+/3.3/9 �� �� o�� ��,���,, �� -��� � � � � IP t36 -L- � F 6� ��n t55 �= s n 4 sz�-L- �'3 Q ENDRWW FENC �C\� � � � 8�� WW FENCE �l0�706') � � � A ESS POIN BE� DITCH FROM �� 6 6 ��'�-� � PT Sta. 10+22.986 � C E ST�61+50 TO STA.61+84 -L- O 237 i BEARING AH = PC Sta. lD 42.488 �� �� c N 73° 26' 36.6° E � � PATRICA ALLEN , �^^ � 48 RT �� DB 189 PG 323 ���/ BDo t49 -L" , � 1157.480'J � / � i 49 RT �.v, f" � � (160.76/') �s � � `---- _-----_ 69 ' PT Sta. 10+4908/9 — � � _ � BEAR/NG AH = POT Sto.10+62.399 ` '�\ � z HER DB E25 B PG 3 6 HEIRS �BERM DITCH FROM S%8� .3.3' 22.J��� E \ \�� N� STAy:�63 + 94 TO STA. 64 + 40 -L- -DBA- POT Sta. 10+50.000 `, � � END CONST. �� � � � •� � � \ \ +22 -L- � \,� \\ , f249�44 J (,� � � �� � / � / -DBA- \ ��\ � Pl Sto l0+/8.327 Pl Sta 10+46.228 �� �� �= 36° 55' 35.1" lLT) �= 28° 00' 00.9" lRT) \ ��\ �� L = 9.667 L = 7.330 � , \ � T= 5.008 T= 3.740 �, � R = 15,000 R = 15.00� � � � � \ / � � . � 57 W \ c ' , L . �.\ i � a � / � � �� � I ° \ � �// 1200 WW FENCE � �, �� N� � �� +45 -L- ' � � \ l31 RT � ° � 1429.790') � �� "� FOR -L- PROFILE SEE SHEET #50 ', N L� FOR -DSA- PROFILE SEE SHEET #80 �. 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I � 3.6 D� � �� I �� o� E�,� , _soi�_ _ - - - - � V � � fi �s 600 (�` � � l30 TURN LANE C� � 7.5 ` �� �� �5 375 � ' � � � mJ i� 1' + v n, � � � 2.12 � �`^-.�-,^^^'��p�'°���'I, ""�,.� � +��� �� �" ��� I �`�� � o —L— POTSta.65+65.050� � ✓ / pS ISBKD 240 "�3��a� I � 0 � —L— POT Sta 65+27.356 gE��T� RoM 24i _ ��Ep �! ,'�z'.q� � �����OT� e 10+00.000 � - � _ -- � � � —Y/3 POT Sta 10+72.200 STA. 65+2 ro�,s n. �ss -��-_ — �\ P 2� S 69° 37' 24.5" E �,, � � �i. � ➢� Z � x �� �� � �-� � � � , � �P � � —D9— POTSta.10+38.000 �� W � C__) � � � � 22 � +56 -" 3 �� -' 1� ` ��EIV� C(1NST. � � � � � � � ''� � r�2i.3 i�� � 3� Rr uo�� ���� - � � � �� � POTSta.10+40.00 � � � �3 / END WW F N�E , 24�A � � +37 -�- Q BDO m r� / ROD & �U CONNECT RS ' " W�'� � �' - - - - - - - - � 35 RT � C� `"k � WiSLEE�E GAS �oo mm � � + �(//4.829') BERM DITCH FROM `� / � I ,, ,� 3 � END WW � STA.63+94 TO STA.64+40 -L- � �'� / � �' g�K °�A���`;1 � �3 , ��o,� 1200 WW ��N� FENCE c m tg9 -L- � �� X l� � BERM DITCH PR �°6�y f�rg _t_ �� REMOVE� 50mm � � I � � STA. 65+71 TO ST�. 66+0 _� L- � RT � PLAS�IC '�PIPE 52 RT +20 -L- 1 �� HERSCHEL BUCKNER HEIRS ��3 / 1154.199') I `, 1170.604) 5/RT 1167,323'l�� � � �� DB 125 PG 366 x � � v �� ���,�� ��� 49.48/ RT l62,340'J � ��� � � � / � x✓ � �`� ���=�� BEG WW FENCE ��, u � ��,� �� � 9 X �� �� � � ACCESS POINT � �, � � � �� � � /200 PROJECT REFERENCE NO. SHEET NO. TRI R-25/8A 20 R /W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 5� CONST. REV. R /W REV. � � PAMELA BUCKNER JARRETT DB 286 PG 123 6� ;t;. ENERGY DISSIPATOR — ��� SEE' DETAIL SHEET Z-K rF �.� v..s.�� __: � �3 -_ �, � � � � � �._— W - �- --_" , � � �- �— � � � -� � - - - - 30 TAPER ' 2 ELBOWS W/O-RI NG --------o -- - _-- - N GASKETS V =---T------ ------ T_ _______________�' _ - - - - - - - - - - __- — — ,�; , `A � us i9 �.o asr � N (ED) 248 -� �� ---.— -- �--" � � � � __ F � � \ n � + � � o � o � �, � � 244 HW —L— POTSta. �f40.000 � N, , e�BOw —D10— POTSto�0+00.000 � o �� _� ZQ� z�i , - - � " � � �A BEARING AH — __ �--------- �r" ELBOW' iNf- _ _ � " GR �3 ��-"� _ \�-----: - -- � 26,,-'�� 3 � t57 -L- I�� _ - - � , -' _ -L3�tfNG GASKETS , - _ ,- _ , , �m 24b 34 RT (f(l5!�9') �SFD � '' . / `-� _ / �v BDO BEG WW F�'E � lt ] � �� � - � � ` � � '� � ° � �I ' `� � � ' % �' , ,� � O � � , , a x- � � � � �� � ,'� /�. � 246 u I � � � �,' � � �� � � �t54 -L- � � � , � � '� ��' � � _ 40 RT ll3/.234`J �20 -��� __ ,%� B � C ��' �GL(,ji � � ----- �� / � s� �� , � , �B F C i \�D10— POTSta.10+40.000 � �, 5� � �, E'�tp CONST. 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HIGGINS � �° \ DB 270 PG 715 � -I- \ � I / � X� � � � 1 4� ' � '� t�� � o �`� �� �IL�IE CLIN� GOSNELL �' ° \� 1 �- �I / �� ? � � coNC � � ` �� DB 182 PG 340 �oN� � ' � �� A �_ / � � � ,- � �3� �. x� \ � � � ,`, , ` � T �x/ � , 7 � � � ��, � x �� �. �'� �, k� �/ \ ji x��� `� �--� ' eR -� �x� ew � � , \ �,� � � i , , -' �x X� \ � ` �� ' -' � � � X (4 � , - �, \ � X � , ,-' � V �J ��J � l / � � l�' 7/-/ � � \ I � wN n � � /" � � � � i N-� \ � x� � \ � � \� � I / f J � ' � � � A �� �� ; ; � � ��� � X� ' � i � A� � i i � � � � , � � � � i � � � �� I i � � L __ ----- � '� � � � � XI � IGR�, +00 -L- ��� ' �� �� ,3 /2/ RT (396.982�� � '� Z o FOR —L— PROFILE SEE SHEET #5/ 3 �'s�-D FOf? —Y/3— �ROFILE SEE SHEET #70 /� � FOR —09—&—D10— PROFILE SEE SHEET #76 � � D-Oce34 ACCESS POINT Pls Sta 68 f18.253 6s = 3° 04` 09.9„ Ls = 75.000 LT = 50.008 ST = 25°Ot�7 TS Sta 67+68e245 �, �� � � 47 RT (154.199'J + BERM DITCH PROM STA. 67+20 TO STA. 67+80 —L— JOHN P. HIGGINS DB 270 PG 715 �� � � � r i � � 4 I N n i Q i � i � i rni+ i Na r i oau o� o� N I I � }o- � �� '� N�i Pl Sta 0 = L = T = R= SE _ ., �� —L— 69 f52.375 l7° 43` 19.8" ILTJ 2/6,5/7 1D9.130 700.000 0.050 . .. Pls Sta 70+84.769 6s = 3° 04` 09.9" Ls = 75a000 LT ST = 25.007 I Pl Sta � _ L= T= R = SE _ RO = � � � - N A O � O �N O o ��m —Y/4— 10+29.466 4/° 40' 59.7" (LT ) 36.3/6 i9.035 50.000 0.080 40 / -�� \ �J_ , \+ � �+ \ � � O � NAp 83 �� � � eS Sta 70+59.763 P : � �� Lateral Base Ditch See Deta'rl °M" I . � �I ' i -L- B%h9 -Y/9- �i �-� S� �9�� Pls Sta 70+84.769 Pls Sta 7/+94.786 Pl Sta 73+26.735 Pls Sta 74+56.22/ 6s = 3° 04' 09.9" Bs = 4° 54' 39e8" �= 2i 59' 0/.7" (RTJ 6s = 4° 54' 39.8" \\����`�� � r1AD 83 5� Ls = 75°000 Ls = 90.000 L= 2C�437 � Ls = 90.000 �, i� �� LT = 50.008 LT = 60.023 T= l0/.973 LT = 60.023 '�� ST = 25.007 ST = 30.02/ R= 525.000 �, ST = 30.02/ �' ��' � CONST.REV. SE = 0,060 � �, � � � I P L d � R/W REV. i� � � C' _ _ � � � m j �=�P>�o_o_m� (Y� � I N �.3c`� -L- � f x � � �ar � cMP z � � 42 -L- / , , , , �� , �, m � � EX. R/ 64 LT �' �' /x -', - - " � l� � +l3 -L- 1209.974'1 N $C Sto 72+24e763 � x�x , � f����� I° � 6/.844 LT 1202.902') ��,��� � �x� - ,- � BEG WW FENCE � �i3 �� x �� X�, ; . - - - � " �� � +88 -L- i� �� � m � R ANNIE LOU ROBINSON �i �3 G�R�, P tfP �tAi�ICOLPH 60 LT x s- ����� w DB 63 PG 550 � � � U96.850') � o BEGIN CGN�'TRUCTIC�N � �;,��-w' rx�,f�l€ E2A�N�OLPH WALDRUP � f75 -L- z°r��'�. 24 ���� - l - 0 S: �' . 00 � �_ � _,' -__ � DF� 147 PG 393 73 44 LT �-/ s. �'���T� -"�� & 7Jr � D� 389 PG I `'�, �-i ���T � -BL-64 r % - `��,�, � ��'-"'z � _ - � ' � � � (144.357') f r � FE C � — � _ �_ � � I� `''`�-r�,- '�"?,,M \ 0 � � i I � �'-� \ � STD. 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JAMES WALDRUP � 12�� EK. R/W j ��, -- � - � r � � �� � � � � � � � Q Lateral Base Ditch ; � ys��j y� % C �� _ _ _ � x ,;:� � � � �� � � B� �� SHIRLEY J. CHADWICK ' ' DB 160 PG 584 � See Detail "M" � o <V � � , � � � � �� � � DB 378 PG 257 -BYI7-62 �i� � a�� �,��+/0 -L- �° � � +09 -�- �� ' � � � �,N�v EX. R/W � � � �0 � s q � i � _ 5/ RT � � , � � c, � �; t79 -L- 1167.323'J �� 7 4 ; � � ' / �i � o� +33 -L- � 7 6 � , �__ �' '�0 55 F�T t62 -L- ��� � 58 RT � � GARY PHILLIP RANDOLPH ,'/ / ��� � 80.44�'Jk ON R/W `� N°=, f190.289'1 � `� �� JANE RANDOLPH WALDRUP % � N� � � n�o BeRM �ITCH FROM � �� �� � � � � �, � \ � �\ STA. 72 + 80 TO $TA. 73 + 33 -L- � ` � � DB 147 PG 393 / �`. / s �, o �, , � � DB 389 PG I // � ° � �5� + �-. `m � � � � � � � ���-; � � � � �. 73 / /�' vaw , � �j� � � �� � ` � '. O m X , � . i i �' ' m �°k � \ ` � � �� � �� 30�� , i � / � � ` �. � i i \ � ' � � 7 � `��O \ � ` . / / � � , � � r �, � � � /y� `, . � � � �-..,_ � , �� o � �� , � � � �� � � � ,°k r � ,� � � � � �� ' I ���30 �°�� �/ �i \ �` � . �� � � i i P � m O �G / �Cl � ` '�- � � � � l CA'STIC ��//o J � � \ � � � i � ,� ,� I , ,' � , �� X�x 2A � �, A �� �,�, � , , �� , �i � � � � � `_ � � ' � i C�� i i X 1� �` `' � �� .T /�� ' � � ��� � MARY JANE YACOPINO �� " -��- � s / • ��� ' � � g � M,� , � � � PS E 4� �-�, s, �� , ,' �, � -' DB 377 PG 251 �'' ��-�� � 'o�, �9_ / ' -- r �j ,' �� , � 1 ( � � �"'it�'�W'<_ ,- \� ��5�9`G �� ', � /� a��� ,�� ,BRIAN E. MACE .`° f� �� �'� _--����� X ��O �'� �-"�--______ �`N'�"��",� ��� �/�E � � �DB 199 PG 138��� soi� __ ;' � � o _ - w �� c�� / � ��4,, � . , �� � ' � . � x �} � `�:'� � � ' , , � � I � �, � 4 ' �, � 4�,� ��,n� , � �� � t;,,t�J� , - i � ;� 300 �rprp �vN� ' i -y ` {� � ``'.. � � -- � `w�,-� � <: �a i `� � � �X� � � �\ �� � _. dC �. / + X �X� � � '?3 �` '� - _ y � �„ � __ � � � � � � �- I�\'' x � �S \�� �-�;,_�,,_�-��-�,_�_�,, � f� � �'� � `"� `�'-�-;;�- \.3 � `�''�i� <U,--s�zr'�r!�,_ � X� 1300 ,,,� _ �� FOR -L- PROFILE SEE SHEET #53 FOR -Y(5- PROFILE SEE SHEET #70 �' �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r.r�n����o ci�i in�no _nn __i_l_ii nr� �__�n PROJECT REFERENCE NO. SHEET NO. T R I R-25/8A 23 R /W SHEET NO. � -L- -YIE- ROADWAY DESIGN HYDRAULICS � ENGINEER ENGINEER � ti Pls Sta 74f56.22/ Pls Sta 76+78.569 Pl Sto 77+37.337 Pls Sta 77+96.093 Pl Sta 10+28.078 � o io �� 6s = 4° 54' 39.8" 6s = 4° 38' 44.2" 0= 5° 56' 19.5" lLT) 6s = 4° 38' 44.2" 0= 9/° /6` 32.7" (LT1 $3 I� ��� 9 °9����. Ls = 90.00Q Ls = 90.000 L= 57.526 Ls = 90.000 L= 23.896 �P,O ��' LT = 60.023 LT = 60.02/ T= 28.789 LT = 60°02/ T= 15.338 � ST = 30.02/ ST = 30.0/9 R= 555.000 ST = 30.019 R= l5°000 CONST.REV. � SE = 0.060 SE = Ov070 � - RO = 42 R /W REV. � � s � ,� � -D//� �/2 �� �5 X�' '� Pl Sta lOfl7.i87 Pl �'ta 10+3/.659 Pl Sta 10+08,3/6 ��� n ��� -� ,' ,�� �= 28° 09' l9.1" (LTJ �� 2/° 52' 08.5° (U) 0= 33° 23` 56.8" IRTJ °n�NO �-� �, `, � , �% L = 5.829 \� - 9,828 /9.084 � �� �� � ,� cAT�� = 5.0/ �� i = 9.660 R = l0 000 ANNIE LOU ROBINSON �` � `� `, ,' � � = 20.�0 � _ ,SO.000 , DB 63 PG 550 � � �� � ,' �� � � DONALD GRAY RICE ��� �� RANDALL De FERGUSORI �� �`'r`��� i�' � �' �� ' � DB 206 PG 602 77 � DB 169 PG 265 t EE3 � � � ' � `� `' 7 5 '� G , ', �', ; � ; x � ��' � �� CS �a 77+66.075 � 8 I /� � �J� i ;� c�\�� `� \', �� ; � k 9Se � +�2 -c- � I� -LT3 POC ta 77+6/.9�9� � � -� `� �"� � � TS Sta 76+/8.549 � ``� s r �i / �� cm� o �, ,% � k\ �: (203.4/2�� �29 _�_ -Y �- PO Sta 10+00.000 / S R 1200 WW FENCE 63 LT BE�4/N ,4/ l= � +6/ -L- �`"� �M/�,^�`°;3 �� �SF � ,' 40 �r , � � ,� � � � � ,� �,�, � �-�-�� w��� ��;,, r2os.s93�� SC Sta 77+08.549 S 7/°� � 26.1" E ��, � M�� I 113L234'J � �� � � ' , t49 -L- � �" R �`'� k t80 -� �i� r �� �' 42 LT x x qsew O�� � d��'�`^, 26 LT � 3 ��°� ACC SS'POINT 113�7.795') �"� � �3 x�X� x�x � �i; �,�,��� `^ ° � � �� (72�t179') � +i5 -�-� � ST �fa, �7�y � -, 4. �- _ , , � / O � '�5+l6eLl7V' X /\\--� � � J�-,�� � - �� y` �X `-w- o a E = 26� C� k � l � 35 LT � ��_ � � �X`1-� 4;,_ L I RIPRAP= �50 MTN � 1200 WW FENCE � � � ll14.830'J ' '+27 -L- � � -�_,� / �V� \ �, �x`�'�� �F= 243 Clv�' f8� -� � c 22 LT � ' ' 7 LTll2/.39 ��� � � � s�- BL-�6�``- ���, �,_ � � '�' O � '� ' C . � (72./79'A i a �����-����`� �" _ � � � N 4° 0 ' 2" � N 26° 32' 41" � -- �• � i ���a�r�`^'' �: i� i %2,9..� :- N I8° I' 10' E 22 209 17.969 � 38° g4' N 39° 48� � -L- 76i'�.9 � _ �%e�r, e ..� �� i-62 -�- �� � � -����-�� "/„ q°��'2s° � - � � ao � n.s� s9�E Sta� �_ �- �% 30 LT 198. 5') °�v , . � +29.//2 , . i6.ae �-� � � -f- h"� M -F��.,38� -L- 98.555 � `u i �... ,�. . 3 � � _ �3 /• X.R/W � 2sa�K&F �--- X G �ni� ienei � I� - °� ° 35288 LT ll15775') �� � E W F NCE � � �\ � isF� � \ _ o �� �� END WW FENCE s° '' � �` 20� °� W�� 5 Bus -- o, � � �- ��� �� � __&IP-R�aY AT E � � ANKAAE � -� -- -- z�`�- -----._ txisriNC Riw . ` ` SEE DETAIL "L" 8 �� JONATHAN P. FOXX � � � {;'� -�- ���_ y' - - - - - - - - � � � �--- ---------- �_+16.901- - q�V K yX Z.q Rq KHWW `, ,-�"� � ANTER �� N°� °N DB 319 PG 391 78 � � °9 � � - - - - - _ _ � E- , I , , .a i � �3 NOLAN N. REVES �� � o SIAI�DARQ Q� m � � - - - � - - - �� - i - � �` -SEE DET�4lL "J" � DITC�_ � �- `' � DB 244 PG 348 0 � g�p `�yc� �� � ----------r----- ---- ------- ��� - ` -'- G,° �S - ----=_� N �, REMOVE CONC. 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HW & +35.�5g �= '- - 5.776 W � ° FILL W/FLOWABLE FILL � �3 -� - +o2.i72 DI � - � _ � DI � EIP Cl mm WW � � � N,n�, OAK 6 0 6' o o � o c� � �r, o spo � t; J p �� � W��t;,,� � � � � �� w � � h � � ' , - - - - � . .p � Li� � �`^� /5 N o 306D <� --��„ � • `"' � I, ' � °3 ' V � 375 � � � � ' � ,��� �� ���� � '''3,. � � g LARRY RUSSELL �OB � I i - eR � � � � + k;.' `-`s' `"'-``� `<_�,� T � � W - - '---_ FS 2GI� YPe �99 600�_ DB 161 PG 464 � 30 TAPER i -. .s R� i GRAU �,� --_ - -- ---- 96 ------- `�"�FS 2GI .A,. � p �s � ---- p Q `�'-�M� - - - - - _ 17 _ `W 0 zG „ , �� � 1 � 0 - - - - - _ _ _ _ � w �-���-�- �� � ' a , o �, P G 3 � --- --- �_�,- - - - - - � � FS �'2G1 � 600 � / TU NE i � xo �, I U 2 � �37 � �„ � - - - - - - - - - - - - - - - - �-r� �-r�, - - - - -_ - �w `� ye�, y FS 306F T�e FS � _ '� - - . \\ �3- _ - � �_ i � HDWL- - 24 (78.7 ') 306E � � � � �,, � �� , � , `�z� F N 33° q , _ H O - 2GI TYpe "'�` - - - -- - _ � GI � � � ` GI ,�, � / s ,� _ _ _ -- --- - ,� �P+ /20�-,,_ R. �,, � '��� �' ,-' �----_zo_so��--'-����,q��- Tr �' 3os �� PC Si� l� l2 4 w FE c' DONAL GRAY RICE C s � +06 -L- Z i� , � ----_ � ---__ E,PDB 206 PG 60 � � �, -_ � ON, �/W �� U -- / - - -- -- --- --- --- . +i -.� t=�- Sta 10+3 .636 � � ; _ � -� - � �� 40. �� � -�- -P-OG- �#ao-7�f93.�J0 �- - - - - , � � � � r, L - ,----- � , - - - - - - - - - - _;�`� ; �02 � R�(o%8 � 5 - rF _ ��,?����� - - - � _ 4yBY2Q-68 � � ` � � � � � � 33 RT s�9�����- �����' - - - EiP � �� � � � � F � ° ('-L- Sto t64.42 6.645 RT +, �' �'- +99 -L� � � Q � � � - � � 1108.268') 72'109 ° '°3'3�° 29 RT , �� I -Y16- Sta 1Ot06.640 252�� i.asa + -L- w ��, ' � BRG BK S 74° 25' 3�"'-� ,,�% oN Riw 3�"�37 •�� � \,� ' S � i`�`� � � �3 � � u��-� � " � t 0/lQ ���00 r ^"'��r, i r � f90.434 -L- +/3.347 - - E�P �,,_ , � � � � i � �` ���� 24.355 RT (79.906') END WW FENCE 23.683 RT �� � � 9 � � . �i��=� \ � ,� �� � � � I a ' � _ � I ,• ��� I � � � � �' ��,��- �� � 1 :��t ����.,,�� �� f► ��il� I ��° •,� _ y������ � f,'/J►►/%��/��'� `'"'Z, ,� � � �3 O W ``� `ti �� �' (77.700'J � �' , � ��s�. � hT , �' 8 3 � �� � � -���, -�,�, � o � PCCStae /0+2/e999 eEC ww ��� � � � �32 0 �` �, � ' E , HARLEY WALDRUP �s � � �� � ° PCSfQe lOf2SeOOO FENCE f�2 -�� � , � � � � ��„� � � � � JAMES WALDRUP �� �� 50 RTl64.042'J ��'�^� ��' N 36 RTUlB:�,J„�� s �� '� � B 15� �& °w°��� � � ��, ; m END CONST. AccESS PoiNr � � � , N o , D B 1 6 0 P G 5 8 4 3 � � ��n �°' ' � � Q�� D B P� 4 5 �, � �, �, v � PTSta.10+4/.084 P�S��f05 /6 9o.os��� � � � BEARING AH = ` - ', �, 7 6 -�---{� � S 2�° 4$' �' W N 55° 32' S2 9" E � � DENISE MALUCK -Q/2- POT SfO.IOf O.00O � 1 / ��s.sza DB 292 PG 626 � ;� � �� E'P DB 4 PG 969 END CONST. J �� {� � � -Dll- POT Sta.10+4/.303 �3 �� �! ��� ��, � � � 8 � POTSta.10+2�31 � � . ° �,�j' � /�-� � /� ��� � . . . -w� t�-�,� �,� �v-��4�-' W'�"`�`�'.�-L;�-�`"`'� ,..I h �, t s � � � - � `� `~�' `�' `"' � ��' � PTSta. l0+ll.145 �� �; � P � � / / � 1,0o W' W� �,s' �� �v� w� �,�� .-w , � j`""' � 'u' �-�. �r' '-v� � w � �' .. . . . � > r�; � w _ - -����'� �i , i � - - >����.������ � � : BEARING AH = � � �; ;.,�., w� ., �,,��;�-,7`�, . . _� �'-�;� �' W� � ��-w� w� w- � w, ' �� S 39° 43' 05.0" E \/ , � � . ?4 y _ �� � � . �� �`\ �L_ _ ��� _ _ � � '', � �,,f` � �„s ��-,, �,,�,,_�"�--�, � �, HAR A�Y61C-K,-J&` _� �__ SHfR�E'F- : DNFICK �'�...- . _"._ _ �„� � i DB 378 PG „ �,, �^=`Y' 3 � w � �-�-�-�"'-`"'-`"'-`� ' FOR -L- PROFILE SEE SHEET #54 s` '_`"��,'�- -L- ��, tl4 -L- N us ��o�"s�� ��� � � r�o Rr r3EO.�93�� � � FOR -Y16- PROFILE SEE SHEET #70 J �� - �'`�� � � ', N �' �� FOR -Dll-&-D12- PROFILE SEE SHEET �76 I N� FOR CULVERT SEE SHEETS C-55 TO C-70 �. I I , �I� � � � � � �i � - �� �I �i �I �I �I ' �I � ' ' � -L- -Y16- Pls Sta 77+96°093 Pl Sta 10+84.490 6s = 4° 38' 44.2" �_ l6° 47' S5.2" lRT) Ls = 90v000 L = 23.455 LT = 60.02/ T = l(.8I2 ST = 30.0/9 R = 80.000 SE = Ov080 -Y17- -Dl2A- -D13- Pl Sta 12f00.604 P Sta l0+//.053 Pl St 10+28.020 Pl Sta l0+/4.7/7 �= 25° l5' S2.4" (LT) = 38° 39' 4i.i" lLT) �= 44° l8' J6.1" IRTJ 0= 70° 32' 22.1" lRT) L= 44a095 L= lOel22 L= 11.599 L= 6.156 T= 22.4/2 T= 5.262 T= 6.107 T= 3.536 R= 100.000 R= 15.000 R 15.000 R= 5.000 SE = 0.080 -D/4- � PROJECT REFERENCE NO. SHEET NO. T R I R-25/8A 24 R /W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER Np`� $3 5 .°�1° . CONST.REV. R /W REV. � RO - 42 RO = 48 � w Pl Sta 10+2/e203 Pl Sta l+43.186 d° `�`" �_(l° 47' S2.2" lRT) �= 2 54' 36.5" lLT) L = l 993 � �\X4'� -D13- POTSta.l0+00.000 �°� L= 1 5. 5 3 2 T= l.132 T = 7.829 R = 0.000 '� g \+ BEGIN CONST. R= 50.000 _D/5_ � T ,;, � � BEARING AH = N 34° 2/' 12.2" E * / -//1 �a � E P�TSta.10+00,000 Pl Sta l0+//.006 Pl Sta 10+34J.65 ' -D14- POT Sta.1Ot04a500 POTStd. lOfO .000 0=/7° 09` 27.1" lLT) 0=/2° 02' 38 0" IRTJ �+ ,,�o���� +� PCSta. /0+11,/Sl % IN CONST. BEAR/NG = BE�IR/NG AH = L = /4.973 L = /.�.765 � , o, RANDALL D. FERGUSON ,� � S 69° l4' l� " E S 7/° 48 05.2' E T= 7e543 T= 7.9/2 ' ti% DB 169 PG 265 '� � " R- �.� �� � /� = 75.��� �� �' �� 0�,;,,� � accESS P -D15- POTSta.l0+02.000 � r. ,'',,��� gl +��� �� +22 -�- __ � BEGIN CONST. � 00 \ Tj� 00 �' O f� 50 LT 3/ -L- � /-L- X � y� , � �' � PTStae l0+/7.336 / +/3.3/4 ris4,o4�'� , - - - � '� 5 : �T \ � x� � x� � �' � �� BEARING AH = �-� PCSta. , , - ��� g�� � � .�s�� , - , � PCSta.10+03.463 � � x � �� ,, / '� � t8/ -L- r � 34. ,�' L � iseKo � ss S 7� 06' 25J" E �� 5z �r r�ro,�4�� `� � ri� � 5��� _ �/�� � � �o -�- � � -L- POS Sta.77+98,000 �m �` PTSta. l t28.90 +o� -�- �' � % , � I I 8 8 + � E � 26,��0o m � -D13- POTSta.10+3/.704 °� 4o..�r� c � �o ; � +50 -c- X � � � r� . �� m � +43 -�- �� ' ri33✓���� �� , ,�� � PTSta. l0+18.436� �\/ �D L � � � 47 LT � � � _ - P-C-S�' . �- � . � �,- � -� +09 -L- � � � � �� �� c�` 580.446') a gw = �L � � LT � � 1154J99'1 � � fZG BK $,S/°'�6�" � 36 LT Q� ; � -- X ��� BE,�IIV�'i Ai'l DALLAS BUCKNER, JR, � � (�179 ) � � t04 -L- � �•��� � � ,' 80 LT x� S 88 J�% 32.3 E DB 86 PG 634 ' n � % �� `�^'� �-�,� � � �� � � � m �I . '� + ��F� r 24 LT � � � � �`"'� PTSta. l�fJr�.�� � � � I ; I,' \ 32.328 LT 0 - � eES.��o�� �� � �' � ` R�CJ AH S 74° 2/' 0.��" E � - _ / � i � ,' ,� rio9.���� \ � � � _ � � � , ; +22 �� PCSta.10+26.853 +56 -�- + N `� WW F CE � ti 25 LT �� � BE6/N CULVERT �� L POT Sta.79fl�e�� f�3 _�_ � ,�„ (82.021'J + �2�� WW FEIVCE ��2O `'�G ��� F�N��/ END CULVERT r� �-D14- POTSfCI.IO-I-.�J4.8.38 z;, 3824672') I� wL ;' 3js� � f55 -L- STA77t99.268 -ki � +l6 -L- I " � 3��8-L�1-lFJ6.8II'J PTSta.l0+426/8 C 1200 WW FENCE � �� ��'� � SHARON POND�R BUCKNER �,476 LT(l165/7' �� a o' ' � BEG WW FENCE B�G- �_� ��=�c4' S4.4° E F F '�� � ST Sta �+56e0 5 8 5 N � o�� - � 3 3 j, � DB 241 PG 376 E FENC 2GI %; 375 W S E VE GASKE�TS N ' C ---- --------- ►Y} , ��� i3o ruRN �ANE 3�9 , -L- POT Sta.79+49.000 � 314 N ___ - � ------ N� �� \ cr�,u s5o � " zG1 09 �"'�,�,�,v,` AP ��� s ;; z�i s�2 -D15- POTSta.l0+56.27/ o° N N � RF� � 2 1 - o X� � .;� 3.6 DR i � `a i 3.6 OR +no ` i r ��r � _ 300 mm �,' �` ",``^'�w �= -_ �`�' `�'-�"� �' �� �� � i �x x x x x xFY MLL WITF��C�WABLE x x x x x x x x-� X X x x � o r m � '' 1.8 m � '� W ° � _ - -r_ �_ _-- - ° `�':s' �;,-� � � FILL CONC. H , � _ ' - - � � -- -i ' 450 m �MP � ° � � W :: _ -_ - _ - � j ��� : � : ___ - --, ,-- ---- __�� --- --T-- - -----------_-----�r- -__- -----__- �.�F --- -_ _ W _ -2. � �a-�c-ss _ us �9 � - - - - - - T �•o BST 900 mm RCP��I i2.192 Q US l9 7.0 BST � � >_� -�;�,m�,,� - - �� -- _ -__ //1 �ao�� �� � � �'� w�,_ - -_- --- ---- -- - -�� �- ° � � lJ� � - �� 6 ORQ � i _ � �� ti�ti � � � � E 1��0 , m ry � � 7 ° � BST 'uR� �i � +28.135 -L- ExisriNC Riw REMOVE GRAU 35 � � � � � � � � � � � � � � � � 0�`'�5 � 'C� 4" �'(y(' �/+� c�i� ' ' C � ° -BL-67 � � PREFORMED SCOUR HOLE � � \ o � 0 .' � \ENI.E �C��('F � \ '�f, _ �m// . . i n n / / / . _ � _ 5 ` \ � , _c _ _ 0 23 8/4 RT !78 /28 C (SEE DETAIL O � 35�omm ' 's- �� 200 -� L- "y�,t0 78-h57356 /2J24 RT �_ BE6 WW FENCE 7 � 0 _ `0 „" � -- �ZS°3o, --- - �°' z -_ _--------------- � 30 TAPER � l30 TURN LANE � R9cK H � is tiq� mm -----�= -ae•� ----- ---- --- f23 -L- � �c FRflM p �� � 27.248 R gEQ�k �C �,� a.z8p � F � _y 6� � � _ � �' � + 189. 9 'J eqpre� -L �M�cA ~ �,��� � 1200 WW FENCE R (85.�02') +4/ -L- � 0 RT Yl7 � �4� L- �sT l9 R e \ +BO -L- + ,�, o � W l7 RT (55.774') 132,808') � `�° ,'' � w ° � � � �' �� ,�,3,g�2g ,q7�RCF, (62.33 'J �� \ 25 RT (82.021'J 25 R % _ `° a �� � � ��� ' +40 -L- PIPE REMOVAL END CONSTRUCTION �` �A. � fll a9 BET �L� BAPTIST C � C82.02/ so, ��N U , �- u� � ' c ��8 -L- l py� � 2SF t �L- � �•°' 25 RT (8202/'J +8/ -t- PDE (6 m) �-._ 't �, uT �ow 5 � � 36.530 � �$5 9or�� m3 �X20-6 I � 3 � �� +ll -L- +26 -L- -Y17- POC $f0 �2�-2�.��� T AP � U C��/ `� u �o ROP. GR � n o� (ll9 49 J�I`�pi��e� 0- S o Qt 5.702 2926.29/RT �-�`• �� I (78.740') 25.429 RT & 2 RT - 24500 RT & 32 RT 2� � � -PZS�$T$i�! � �� eST �� �� E -L-I�00 mm ��TH�L BqPTIST �� � < ' ' �� /� Q �i�� L � � << � ° °'�o �� 48.679 RT CONC cHURCN Q ES� POINT (83.429 J ( 4,987 ) (80.38/ ) (104.987 J t28 -Y17- � � i g � o�, W �� t76 -Y�- i�, R , w a�� 8� ���� 2.476 RT & 7 R � ' o ° Q o/ F % p (159J �G , ��� �8 ,' ���� � �Pqp _ O � �, QT � �//� 37. � z f/0.134 -L- DALLAS BUCKNER, JR, (Se123 ) 122.966') / V f . 5/ I , . G o, o`" .��`' d i v �- Q� `" _ +� rs- � � PT��'St 0+96./ � �i o� � w �a �o Pc 3s3 ,� ,_ - � 24.096 RT 179.056 ) � END `� , 33, 4�, S c s ° �' a END WW FENCE � � WW FENCE -� 35� , � R l 9.2/2'J � I ,' _ - ST � _ - - wF�o • �� � i� � � 8 � �� � � �--� -� �. GR� r" OT S w� �'���1.6� � � �� � � uNKn� w�v � , , f86 /W�& (59.05 � ' � �0° �� \ 8 6 � �� �� � � , � , � � �VST. � ��� -BY21 � � � O �� 1 P�SfO 678 �� �`R`�'�� -L� 9ook\��/ eX, � -BY20-70-PINC 8+71.193= n� �° � P +08 - l7- �V � ����0.3� . ° E + L- � T� �j �l RT l � lv m � s��% R � � � �Fj 2 �0� � E R/W � Q � 55 R ,446') �;, � � �se oo// �jQ' +33 FYl7- � . �'i6- OTSta. � �.000 p - ��.__ p �K�Fa � ii� �k�sr, �S� 2.40o T & �i cr � � +so - s- � � -D12 T ��-� 00.000 �F e `'�'�,a � � ���oti "� R,w , � � n.8�4�� g r3s.o8s� o � 39 RT f127.9 ) � . � ��°�� ��P�� +68 -L- �D k /j �� � - � � i � ii 8 6 es � , � +za - � � P�Sta�lO+ .5/2 �5 Rr r�4s.os3 � � � �i �`' T / �� � � � �' � i � � �: 0 LT & 7 LT � - POT St0 /�f26e�33� BEpX�E �BAP CHURCH ' �� � �� � � " 17,874'J (22.966`1 �'� S 93O9S �9s �9� � ,' +69 - s � // � �_. � / � � s� END PAVING � is5 PG 305 �, qso ��- - -- ; POT Sta 12+52.288 eE� ww FENCE �� 40 s l 1.233'J s� � �d �.� mm // , / ,,�� 3q.4' ti 4q�,, Rc?;! � DALLAS BUCKNER, JR c�Etv RoaERTS �� -YI6- POT Sta 11+20.000 �,� \� �,o° I DB 158 PG 86 �ti ��5� �L� -- --�� •<1 I DB 70 PG 363 %M �_ . /� - � � Pr sto i ��:z �as , . D8 169 PG 45 � � Dl2A- POT Sta.lO-�39,06/ RALPH LEE F�RGUSON \ � � �'� J� �� � � � \, � 88 ^ � ,_ „ � ; - �.% �. � � coNC �� � ,� ,�,- �;�'� i PCStO. �li •� � END CONST. DB 95 PG 186 � / LENA B. RAY ° o mm � �' � `� P%SfO. l0�-1J�.9/2 ; ,. r „-�'- r, � \��� _ �^� DB 154 PG 229 � � �� \ ``�„ /,�- / -. PCSta.1Of05a791 ��� � � � - � � � � � � , �^' -� �� - / eEARING AH - v�� -�- �, ``� �� O� 8 � � `r'z,� ,°` � = - � BEARING BACK = N 68° l3' 20.2" �� `_"' POTSta ��+4/.036 ,,,,`"' � � ��: ��� �M'-`� 96�"` � # � � � � � � ��� ��e �oa �L � S 73°D6' 58J" E �`° 5� ,� FOR -L- PROFILE SEE SHEET 55 � y� M,8/ `� GLEN ROBERTS �`°y BEARING BACK = , �°��,�e % � �9�o3e°F � FOR -Y16- PRO�ILE SEE SHEET #70 ��' \°� ��� ''� � �'� / DB 158 PG 86 g 3 � S 67° 28' 23.7" E C���u ��'° �° -� FOR -Y17- PRC7FlLE SEE SHEET #7/ �, DB 169 PG 45 O ,p�► ��" FOR -Dl2A-,-Dl3-,-D14-&-D15- PROF/LE SEE SHEET #77 � Og\ FnR �(ll VFRT SFF SHFFT S(`-5�i Tn r. -�n -.r.r�r�n�nn rin� innnn ne i� ii r.r� � n e _______________________________________________________________'___________________ i i i i i i i � . i �---------------------------------------------------------------------------------------------------------- �r������jo ci�i i�nno „�c ----------- ,�..L.1 �l l r� r� � � � � n , r,,,.,.,.,.,�„ � ,,. , ,,.,,,,,, ,. , , , ., r r � _ . � . . PROJECT REFERENCE NO. SHEET NO. TRI R-25/8A 26 R /W SHEET NO. `� -L- -D�4A- -DIJ�B- ROADWAY DESIGN HYDRAULICS P� � ENGINEER ENGINEER �, . Sto 84+78.868 Pls Sto 86f54.708 P/ Sta 10+33.789 Pl Sta 1Of72.437 P/ Sta 11+34.762 ti Pl Sta l0+/7.540 � 0= l0 32' 03.9" lRT) 6s = i 00' 40.0" p= 73° 07` 20.2" lRT) p=/3° 27' 52.3" (LT) �_ l8° 38' 02.4" (LT) ti�� 0= 53° 55' 49°0" (LT) 0 a3 5 o io L= 3/2.563 Ls = 60.000 L= 25.524 L= 35.250 L= 8e13/ P°° L= l4.1/9 �P � T= 156vi 23 LT = 40.c�0/ T= 14.832 T= 17.707 T= 4.l02 �= T= 7.63/ � R= i.700.000 ST = 20.00/ R= 20.000 R= 150.000 R= 25.000 � ti�`'a�, R= 15.000 � P SE = 0.0.30 r"'titi �' � CONST.REV. M� � �� J �, �M N 20°36'38" E _�_ �--� � �� �„ tis _.---- ----__ R /W REV. O � ----- 97.957 � s� / � N I6°06"�4„ E � a� �`'� �1 N 24°47'14" E '?� �� � � � �a �� � �� �� -----40_I39 � � ``�'�0°� � ,-' � 27 GR �, � � � � � / ,- __-----_ +l6 -L- F`' �'� g6 , ��� � � 1209974') � ��� � � , / . � ,,��, � ���" � �� HENRY G. CHO�UET � �,^� ,� PRISCILLA BASS � JERRY ROBERTSON - �% � �� � i DB 267 PG 772 ��' a� � DB 423 PG 597 � DB 153 PG 39 � � BK � R � DB 282PGPG�I2 � , g s��o � 93 � � B N �so ��� '; , ,�' 98A �+� � � m��� � � -- ;` +72 -L- , r�, �,,_�,_M,- 2O� ww FE/VC No '`� -_ � coNC � �� +26 -L- 43 LT � �`ti � � �' � E .ST Sf0 86f94e7�8 � � coNC 42 LT ll4/.C76 J � `�� � � _ , -�_ "�'Z„, �� � +69 -L- _ � � � � 5 23° 00' 0' � � � ^?, � -BL-76 � 40 LT -BL-73� `l (/37J95') � ``�' � - �--� 84f8/A63 7 56 LT S � � : � �`'" � - `�'-`"''-���_��� � (l3/.234'J qsew � ��a j � X -F80 -L- �`� ���J � I200 WW FENCE R �,,' � o�n, 5g" zo.��� ��� `��_���,� -t- Sto 87d-08339 l6.378 LT 4`�'3 ,'� �� ��X�x--� +84 -L- ° � _�, ON R/W & 33 LT z� � ° `�' � ` 2r'` U` W � �� � M z� X �I l'� S�� � i� -��-� \���w-��� � „� � � ,�, � 36 LT (//8 J/ 0') + 0 0 L- NATU R AL ROCK E N E Y ,� ` U' �' �'-- ``�'- (108.268') - i � w��w-�;,- - � -°,, 2s E� Ec ON R/W & 33 LT k � `�' �� - �.� .�f�-S�f34.7� �� �`�, ",,� O _ . � : +9°z�XS9� E-�- e v r �.(108.2.68`J ; _ -- �6��Z� :0�1'1 -�- ( S DI DE AI�R . �' N -z °iz� o• �-, 5 - 4�,� ��� 2sFe�s ��a FIARDY HENSLEY S ss oo, o , � ��`���4 � `�''" �Lr',,,,� ' � , O ry oo,- . �B�_ "£�2 �'� - --- �� ���: . - - G oi< . . _ __ _ _ _ za. ° w �`�_-�-' ;",` , BEG. SB I �� O x x � � i .�a � zr.��-----'k��°3i�as° e ..���-� � ,� . � _ __. � _ _ , -��E}g--185=- f� 319 . ��o _... -�_--�==�N � M 7 i � � � � '' �` g +�3g -�- (Ll� _ _ . -1- <9 � �=� Q � � � _ � �� �, � _ r ��.s`�° �a.oso , �y39_23�- W � 3 �I�',GL �,_ APPROX. LOCAT� N n� P � SfQ. 87f9/.J��� r � - 0 500 � / �q�}g� P �` �i OF CONNEC YON �: ��` S 511 �� � � TO 600m CMP BST �� ti c� �3 a PSH �:� 600 CSP � _ � � 9 7 � �`� ,� � � � � � � -.. - - - - - � _ (See Detail .,�„� �, � -_ � � ROD & LUG CONNECTORS P � _ - - - - _ � � _ � M W�-I SLEEVE GASKEfS ---� � 503 _ _ ""� � p - --�------ Q� �'J/Ue �df'�Q.�� W � F _ - _ - - - - - - - (SEE ETAIL „�„ \ \ � � \ FS� " 375 � �7 � 504 � 20 PSH �I 3 _- ) � C -- ` ------ 329A AaA,�D� � �� 500 2GI GRAU 3�'9 n� - O -----------_-__ � -- ��oomm oNC.__ ---------- CAI'-1--' _�--�--�-M �- ��---- � REM�GR, �3 �� _ ourF�ow Nor `� u s ����� 2G� _ I � DIRECTIONA SHOT ry \� -_i� - II N C � \.._` N �'----- -- � \ --- "���--- -_ _ _ _ - -_ _ _- �� - i €W i _ �A --_- O� � --_ _ � -r._. - � �� -r - ,_. _ ��,� _��--- .�a.9si us i9 �.o esTV`�� PLUG & FILL _ - ---- 2GI � �� � - � \\ � 330 �s.�4z -- -��------ o o ---- 2GI OVE HVYlr&-ftLt�C � 329 � CB ------- £$___ � --- N - I. m c` `�` � � -,�M_ �'��,_ ° - N� �7.6T5�3- US l9 7.0 BST � +FF�Y �OWABL _ - - _ CB �r� �r z, � �,, � - - - -_ \�450 mm --_ -.. , ° . C CB �� __� . m . WW,� , ��c��s - --�-_ � - � � � ED �n �„�_r. . _r. . : . . - -r!�-L�h_�",_r^�_�r�rl',_N�,_N�-,_�_ r^'�- - - - - - - � � - - - - ' . .�L _ . , ': • - � - . '-� , ,. +68.896` �� :. � � cr`'i_�`-,. ,-rti,y��_ � . . - � : •� � _ ��- REMOVE HWL AND 30 mm � ��� ' ` �j � �� ��- � r`'- - . �► � "� M � � M p � O � r"�--�;p' m CoNC. Hw o `� FILL PIPE WITIi - �,, crn- 0.6 m CONC. WW `n � CONC H 89° 6� 3M1 ro FLOWABLE FlLL � � ° �� � � TYpe „q^ 2GI E� 600 2GI 2GI ti 375 2GI � 450 2GI �75 FS 2GI � � ` � m FS FS FS TYPe ..q„ 375 2GI ED � 2GI� � � � 2GI 328 FS 331 501 502 FS 50 508 30 TAPER 37 3 2G ��N , S ELBOW ELBOW 5 � � � � -- -L- POT Sta. 87f60.000 509 D3 FS s�o "� ,a%.� `�'� � � -Dl4A POT Sta. 10+00.000 ' PC Sta. 10+09.90 \� y BEARING AH = 35o BEARING BK =__ � ` � S 64° 2/' 30.5" E ��� S 64° 2/' 30.5" E \�` _ = o � JOSEPH CHANDLER,III � PSRM PSRM U (� °� JOSEPH CHANDLER, ill v DB 102 PG 281 5 � PT Sta, 1Of24.027 � DB 102 PG 281 o DB 282 PG 112 FS s BEAI;ING AH = Q Q DB 2s2 Pc u2 9 2 0� 02 N 6/° 42' 40.6" E � O � 9 2 oi S�� PC Std. l0+/8.95 BDO O,�p,' PC Sta. 10+54.730 . � a -_�" , PT Sta. lOf�.48/ °' � JERRY ROBERTSON � i�� � 5os PC Sto. 11+30e660 BEARING AH = "° DB 153 PG 39 � v� BERM DITCH FROM �� �� G R S 8' 4, 5' 4 9e%" V i� N� p g 2 g 2PG P G� I 2 �/ � / STA.84+60 TO STA.85+00 -L- � BERM DITCH FRO Y v t R=28 / �v / � � � � � \ \ �� STA. 86 +20 TO STA. $6 � 45 -L- �yQ PSRM PT Sta. ��f�,9.s8� 9 8 // C J / �- s2� � � � � � � � PT Sto. 11+38.79/\� G� BE�I� � �, E � �� . � � g�o � � • � BEARING AH = � i� �`� ---���-► � \� �� i� S 23° 20` 04.9° E�� i� c � i �� R � +39.593 -L- � � - - - -� /�� � / `' � � / � � � l02.628 RT � ��� �� �200 w �--------------- � END WW FENCE � / �� � w `-ENCE � � / � / � NANCY �l RIDDLE, ET AL s C \ � � � �� \ � � � � � iN0 DEED '6a ���/ R C\ \�� i� � �9�,, +65 -L- � \ i '�'��, W 96 RT l3(4.961') � � � � � �-� g 5 h -Dl4A- POT Sta. �lfJ�8.�3� BEGIN WW FENCE ���\ t56 -L- � i t87 -L- l29 RT � t99 -L- � (423.228') G 1328.084'J �� +oi -�- END CONST. ACCESS POINT //2 RT � \ \ � � � � ll2 RT 1367.454'J � � � � � (367.454'J \ � �-- - - - � � / �� �'� FOR -L- PROFILE SEE SHEET #57 FOR -Dl4A- PROFILE SEE SHEET #80 _ / FOR -DlSB- PROFILE SEE SHEET #80 � � � � ST = 20.00/ R = 1,200.000 � - ��•��� K = .�.vvv R = 130.000 � °°� �E = 0.040 FOR -L- PROFILE SEE SHEET #58 N FOR -DlSB- PROFILE SEE SHEET #80 I °, I �� � CONCRET E BARRIER FOR -DlSA- PROFILE SEE SHEET #8/ �. r r r�.� n r��� n r in � i.� �� n .�� t i ti ri r� � n e _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' _ ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � N F- W W _ (� O � _ U � QI � � tio � oa ' �� i o� 0 I N }O i a� i f, � ' N� � / � �- . � Pl Sta 0 _ R= SE _ —L— 9/+69.774 6° 4/' 48.4" (LT) 140.257 70.208 1,200.000 0.040 DAVID M. THOMAS DB 361 PG 587 Pls Sto 92f59.824 6s = l° 25' S6.6" Ls = 60.000 LT = 40.00/ ST = 20.00/ PD g3 N � � � � � 6� C�l �-- W W _ � O � _ U �-- Q � I I • I � ( E < � � � V. N i Q i � .ti � N� L 1 i °a tiu ' °a � �� 0 �i o N I i I Q� I � � N�� --� =�- Pls Sta 96+55.488 6s = 4° l7' 49.9" Ls = 90.000 LT = 60.0/8 ST = 30.0/6 —L— Pl Sta 97+38.505 �_ l0° 06' 09ei" lLT) L = 105.793 T = 53.�34 R = 600.000 Pls Sta 98+2/.280 6s = 4° l7' 49e9" Ls = 90.000 LT = 6�e�18 ST = 30.016 —D16— Pl Sta 10+32242 �_ l3° 48' 00.2" lLT) L = 14.45/ T = 7.26/ R = 60e000 �Ap a3 I � ' �' � � V / ------�, Lr ��. �.� �. _ ,� _ - - - �� • , rf3/„74/ -L- 113,28/ LT (37/>657') � MATCH LIN =L- / RT (439.633') � —_ --� � � LARRY S. MCCALL DB 136 PG II J � �� +14,106 -L- 98.809 LT (324.(l6'J _ _ - -v�-, N.C. D.O.T. DB 98 PG 578 � � _ � � NAD 83 20° � FFN ��,� CF "l'bCS,.J4U -L- 77e74/ LT (255,055') �� -� �s-,,_��_���-,�,��, _ �. �.� ,,. O �_ ���� c. � � _ ���j o � —� ��,\90o Q `� -f-37.68/ -L- V� � ``�`'Z , ��� � 63.52/ LT � w���� � Z ww � "`�`s8� i9�� e 1208<402') �^ � -'��se�, �o.`�Sa � �� ��� � � w �__. � � -� ��'?�_,,, x � � X �-t; � -, � - �, � � ���_ � �-� w � � CL I RIPRAP c`}> i. � ��, 9.1 TONS � � � \__ � � t42 -L- � �19.2 SM FF �_ l77 RT CL I RIP P �� —�� '������-` \ � �_r�-, �"'�� �' (580.709') 3.6 TO 5 363A � ��� ` CL B RIPRAP �\ �� 102 �� ��� 10 SM F /�':' p � \\ --'--_ _ � � � \ �-� o .- __ ``�� ��/ `r`�' �B \�� 367 '�� 304 CSP �� � � bi '�,� % � �� , 90 �� �i � � � � � � � � ROD & LU �CONNECTORS 363 C � � � \ � �' 67 �� , � � � F WITH SLE�E GASKETS �SS /V � .� � SPRING BOX � N i \ AND ELBOWS — \ � � � BL-81 � 3 9�0 " � \ � � � � � \ `� F � � L- Sta 99t87.606 5J(7 LT 367 � ��� ST .SfO 98f8/.264 �� ,,� N 6o IRIS YEVONNE WILSON BEG. RET. WALL O � w ,, - � DB 235 PG 445 BEG. TYPE T CONC. BARRIER JB ED W � \ � � � _ _ _ _ _ _ _ � , - � n O�iJ'A BEG CHAIN UNK FENCE W � END SBG � 358 ZiJ� ^> ° a n I ' I = 355 � /5 359 2GI _ _ -- ,-�� �,- _ \\ � �, F/p � 361 6 O TYPE �776 /OOt80 364 2G1 w + „ , 450 45 � `^s' `,'� `'''' `"' ``,� `. \\ „ „ PROP. RET. WALL v l -- � 2G1 _ - ,-t�� `�-�- �- - -,- - - - - - - � - - ' � � �w� \ T e •,A„ 2GI 1200 CHAIN LINK FENC PRQP. CONC. - �; � � � � `�`'��'-`'� A�� N N �II� E GR - � -_____ _`U'�4 \\ aso mm cMP �r N � o BARRlER 7YPE T O ° o o ^ � - - _ MTL T_�y �� _ � ------- --- _r�'r� - -_ � � S p ----- -- - .Ti r �, _�� O �__ _ _ _ , -- _ ,_�__T � _ v� � � ---- ----- -- — '� ��� _i - - ri < i u TB 2GI \ REMOVE HWL i�t6 � �" � � "� - �^' � a = M 35 us i9 N ia.2 esN � �� ------ -- ----- � FLOWABLE FILL ° �� �L \� `W- 365 � O � � o � <v lo �5.944 us \�;1--- 366 �y R o �sO o r� o � o ---o � o ��— �+33:b6��0� QST ��\ �'t ` �t,,-��^'� 2GI 2GI � � _ U-- -- — �L .- - _.. -. , ..-__� -_ _ � _.._. _ - - - ,_� -, -� - �- � � �� � " � , TB JB ED / � - �, -- �r,�rh�_c�- �°�,--2 � - �'-�- �M GR ,,_.�,-�^n_�"�_��'- REMOVE DI AND 360 ` 3 \ �r �.J ,�� �� FILL PIPE WITH �\ BEGIN�SBG; -\ ,`�T� �'�-�wN 368 II ) �. Q — � N � �''n �"�-` � � � � FLOWABLE FILL m m � � STA. 100+98 - - � � i � � -� - � SO � �� FV� FS 2GI FS 2Gl FS - �� C� ���R� -���� `= 4�Z� 369 Q �� �� � �� � � � ,', II�'� - ��_ F � F � � � � / `Y'� � \ �� � �� TYPe 2GI E - � / � � , � � � L i � ? � i � � � � � \ ���_r +40 -L- o � � � 23 RT 175.459') �� `.� � +72 -L- � � /2OO � c � BEGIN WW FENCE T �� � i EX. R/W `Z � l�i�y� ����� � r � � � � � � � � � +OO -L- �'- ', °_'�, CMP _ _ ACCESS POINT �� � �� EX. R/W �2• m�'-" -_ / �N�• HW - - �\ � - �\ ��\ � � � 48 RTL �� \\� // \\��� J� ��3 +40 -L- / � �,� �� EXe R/W 1157.480'J � � \ / N`'- - - - , � � � / � � , `�-�� EARL J. GRINDSTAFF �� / �'� ' �� '�`"'� DB 341 PG 321 � � � 'L� � � , `i �,� � � �/ �"?��-,, _ � � �`� , 4,�� �\ � �� M , \ ` � �`` \ � I �M � - � - `w�,_ . \\ / C�� �: \ `��, --=`�''-ct",_�i__ � / � _ `�^''- \ � � �''r��'—�'_r� h_�?l_r'��—r�-Lr.� � �''� �w, \ � k�—k� � `�� 'Y`'�^'��„� � ``"'_ . . �, _�_��= \ _ � / �0 _ ---- _L_ \ „�' � - - - \ zM; �,, � // \� � ��i��r'�,-� Pls Sta 98+2/e280 � � — , � , �� , 6s= 4°l7'49.9,� ,, � --_--___, Ls = 90.000 LARRY S. MCCALL \� � LT = 60.0/8 DB 136 PG II \�� �i� �! 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WALL N w ACCESS lNT - 2.n8') � l l 2t 7 0 ��/ I �� ° �;W `" 1104e987') � � � BEG. R�. WALL END CHAIN � t�� Nw zsBxgus � !, `� �C i 3 �`' �� � � CS Sta 114+/6.547 3+64.454� � : ; � +99 -L- �`L� i -�' `"' 35 LT ��, U14.829') � ` � �' w i _--'-��l/ � ��V� � _-- � �� � �oi PROJECT REFERENCE NO. SHEET NO. TRI R-25/8A 34 R /W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 5� CONST.REV. R /W REV. f6/ -L- l02 LT 1334.645') Z , .. �� � Z � ,' /\ � �O �� �W � 6 � �o � � � ��a � � � � � �SFo o�o� � � � �� ��. � 0 � W � �� � � �_/ �� � � 3 68 LT L `\ /� / l �-O� � � � -� � � �� 1223.097'J Ij� �i'� � ��' . G \ \ \ � �'?��� � ,' • �I t . / � a �� ��� � / �, � m � �, `�`), "� �. m`w �\ / / / �� �� � �j�� � : �� � \ � � 0/ ACCESS P0l T� � �so �`. +96.2/7 -L- 4/.95! LT l(37.5 `) � 0�58 ��� 5��f �, � 2 � D WW FENC��\ �� 279 ��T.;J' u__ , ° � BE�.W�1L .FENCE (9/,E�b� � RANDY D. MCCURRY �� � - - ' 'i'i �\ f ; DB 232 PG I ��� " ST Sf0 //5'dr �.F ' R/W FOR PARCEL l2/ lS BE/NG QUIR� -, --__,+06.547 -L- II 3' JNDER PROJEGT R-25/88 � ,� � LT `l �' � r/�:77�.��_ II� � � / �. 444 \� �"-'���I�-,,-,� � \ o Kii�G ^ c� -�N _ � � - ' \ �,' N 75O N M o XI �I /W \ . � �' t22 -L- � �, R � 443 / 2GI \ � II �I 112t30 I +70 -L- UNK FENCE � I I °N 4�2 -_ -� ' � r �sT � � BEG CH FV 22 LT � ' � � 25 LT _ _ � `O � � , +80 - o+��� � 182.021'J - � o B P5 � � � � LINK F CE � I 3G► � � _ 750� + „ , � rj,p • � �P n2.r�s -� {I y,pe Fs � r ,� O \ � - - w NI' / � . �� 429 "'� i 22<4/5 bo� T�g == 182.02/') �� - � __ 2 I �SI isFr�75 + , a, �� � 9 ?� , a° �� 3 OR � I � f �_` 9 �,�7 R � esT 436 ''� �P � _ � 4 � u _ „ ., _ � 9 c,x � . . _ -w� � � � � L/NK F t/5.2/2 Z - R � �ia-�, - . _ .�' o � ENCE - - -TYPE A_ � � I r I I " , ' � . �X. . M, � cu �! o /' o �o 0 �% ``s' "'' �i" � 450 3GI C° �� 25.280 LT 182.94 `) � � � ' o so� _ �' <w-�,�� - � _ . _ � o � � � � oRICK AND N � �� �i3 YV io / �n W � CB ._ m�M�? �- woo� sicN � BE6 WW FENCE � _ ' � 438 �,-� E isri'c�r�, ' � , � � � � � � � 431 2GI FS �1 ' o ° °� ''' r � �� --- - - - - r � u �u , _ '�u � miu� n' � � � �__ 1UT ?UTL � o �� us i9 7.2_ Bs� M 442 .i -�r-- � �� -� ( /1 � �� US /9 7.0 BST N - - V/ � ,� 1� n W M O -' - �I I � � � � �T �- � � G/ II _ _ O _g ' in O 2UTL o YUTL \ �'� -D2U L V � P O O _ . _ - _ _ _ _ _ � _ _ - - - - UTL O � � , � � ?UTL �� � � -� N ° o ,-F `,\3 428 CB 435 � � N 2G 441 � � G�U � � �� � N �� 434 GB o � N �_ , . -' � � NATURAL ROCK ENERGY 350� � � � \ ^ 430 CB ti m' II g �n o 2G1 - - - - - - _ _ _ - � DISSIPATOR � �w ��a 432 CB ED � N g ° 437 F � � � (SEE DETAIL "V") � � � �' ,� v� o o � 1581� - - - - - - -, - Z' � � 445 � � -x _ � \\ - _ �, �I � _ - - _ _ _ - _ Zoomm���� -x mm i��� -_x �.. t06.547 -L- � - _ � _ _ _ _ - �x-��- � �2��0 � � 2� RT ��.6��J � -L- Sta l +$ 554 /2.793 RT \� REMOVE EXIST. � - - - - _ _ _ _ _ � o -' � F Cr� �i%��� MoN gA��R� \... ° N WW N _ PIPES & DI � - - - - - - - - - L - o F � � x / /�- � �� END SBG �._ \ � _ � � IVEY GAP BAPTIST CHURCH �' - - - - - - � � izoo m isaw x- k � ' 1 REMC?VE EXIST. II - - - - - - - - - - X-�E�"ySB�- X� ��/ � � � -_� " � t65.2/0 -L- STA. 114+69 -L- \ , 690 �� \ipo �� �� DB 261 PG 717 PIPES & DI �' I� C x� STA. 113+65 -L- ��` � �� BE� WW FENC -L- P��''��, t�f69.454 E �__ \ ^ ��se \\ �X x � �� 432A x/ � � �- � ° � / lE TO EXIST. �, � �,� � �E� +\ � ° - - � ', \ I I 7 x/x�x o�x PS X x-x' �,� / �,_�� ���,,_�r-�,�_��-,-�-r^-L =�� B O ING� BA K.��3,t1,84 ., ,, _ �� � r� � / � ��� �,s�''� �` `�"�'_r^z � � ,n, �' , �.� _ o � x x � � � -�: (see oeta�.,o„� � � : � �- -"-'�-�„�,��- fas.�io -c- -- - -- - � -- _ � � ,� �, � � � S l � 58.8" E � �i � t;1 � � lg _ . Q� � .� � C< �� ', �' � � -� N3i'si zs°� � �/ _/ � t67.369 -L- 54,51/RT (178.84/) \ 9`�S9%. � � '� ' � 4.235 +-�' �} � � �!tir!�rM-c ��r'�`� � � BE� V/�✓ FEAI�E \ , , �,• �" �� s3s°3a�3s; w , - �- � 55548 RT (182.246 ) R f30 -L- t 0 -L \ ,, .asi __ t� 2.o6i �'� � END WW FENCE J.C. INGLE AND WIFE ,, C �,� � E � s�oi�a9^w �r"� i � �j W KATHY INGLE ' S0 RT(164.042') 42.944 RT ', �, � - - POCSta. U2+08.000 6.562 „ � �(/ �' � -� r�4o.as2�� �/ � N�E DB 409 PG 234 END WW FENCE ��\ ' � +92.968 -L- -DITA- POTSfO.10+43.1 ! 2535°48'15 W l , �r WW F E , ' �; BEG WW ENCEI) BE6 49 48.4 E 4-56y �' __ /%\�:� 12d� ACCESS POINT i , � n 535°47'12"W I 2 O � ', � +35 -L- �N36°ob�ra°E a.iza _-/ � �i ° � 60 RT(196.850`) R �-_ -- N3s°z3�a6°E � -L- -�%/q- ,� � �,`„'-c�`t-r�'-r�`-�-�rv,, - i / r� , \� �`�`"� Pl Sta 112+45.145 Pl Sta 113+90.5/7 Pls Sta 114f46.563 Pl Sta 10+05.244 � ��� €i �� �`"'� 0= 35° 20` 4/.�" (LTJ �= 4° 5�' 28.2" IRTJ 6s = 4° l7' 4909" 0= 32° 23' 03e1" �� � �-� L= 246.753 L= 52.093 Ls = 90.000 L= 8.478 � � � �, T = 127.444 T = 26.063 LT = 60.0/8 � _ 5 � ^6 �R� � � � � � 3 R= 400.000 R= 600.000 ST = 30.0/6 r ; � _ ; � , t80 -L- SE = 0.060 SE = 0.060 FOR -L- PROFILE SEE SHEET #65 � � _ , �, � � � 70 RT (229.659�� FOR =Dl7A- PROFILE SEE SHEET #77 �- -__ �R �-��' � s �' �aY cHaN��ER� HEiRS � FOR -D20- PROF/LE SEE SHEET #79 ' ��I I VI 1 II /-lLL JLL J/ /LL I J 11 V / V II IV I I� � N LA I� • I il i � �� � ; � � � I L � � a � �i n � m li N L� � N �-�31 01 i o� m � ; o� N I r Q� I f� I � N�i V� �� �\ �� I Sta. �_ D �. -�- -Dl6B- ' � � �,]� ROADWAY ENGII ``� Pl Sta 107f3/.772 Pls Sta 109+67.732 Pls Sta 110+87.74/ Pl Sta 112+45.145 Pl Sta 10+77.783 �� �= 60° 36' S3e6" (RTJ 6s = 5° 55' 37.7" 6s = 6° 26' 44.8" �= 35° 20' 4/,0" (LT) 0= 69° 2/' 08.6" lRT) 5� �\' � L= 460.199 Ls = 90.000 Ls = 90.000 L= 246.753 L= l8.156 � . � � \ �� ��, � T = 254.269 LT = 60.034 LT = 60.040 T = 127.444 T = ��•� � �� �, �, � R = 435e000 ST = 30.03/ ST = 30.036 R= 400.000 R= 15.000 Q CONST.REV. � � � � � ��' ' � � SE = 0.060 SE = 0.060 Q' � �6 '� � � �, \\�� \ `� �� �I � R /W REV. � -Y20- -Y2/- -D17- � `�� � �� � � Pl Sto 10+40.188 Pl Sta 9+75.888 Pl Sta l0+/5.l1/ Pl Sta 10+45.126 Pl Sta l0+/I,558 Pl Sta 10+70.503 �� `��� `�� � 0= 55° l8' 30.4" (LT) 0=%�5' 15.2" ILTJ p-/i° 30' 20.0" lLT) 0= 4/° 07' 27.4° lRT) �= 77' 04' 38.68° lLT) �- 28° 03' S3.5' (RT) �� � � � � �' � L = 28.959 t - �8�9� L = 30 /2/ L = 28.7/0 L = l6.143 L = 48.982 � � 3 � T= 9.508 ° T= 9.558 T= 24e993 r � s� ��� T 15,720 R= l50°000 T= 15.i12 T= 15.005 R= 12.000 R= 1D0.000 ' �� 2� � �\ � R = 30.000 R = l50°000 R = 40.000 , � �� P� �� � SE = 0.080 SE = 0.080 SE = Ov080 Z +ao -�- Sta.9+�;6.380 ���� �, BE�� RO = 40 RO = 40 RO = 40 � �os �r ' ;' o (357e6/2') } '3 �\ �u � �'�� SR /42/,SR ll3/ & US l9 ,�o � �� � � � �YZi- , a. v+5o PTSta.9+85.37/ _ � \ �` BEARING AH = sR i42� 420 DHV= l!% -L- � ,C ta 1�±7/e9/0 � � � BEGIN CONSTRUCTION o- sox � , � � S 65° l5' 28.0" E s3o PM DUAL= 3% ' � -Y20- P��T ��:�o 10-�0�?.Q00 � � � � �ti -Y2/- PC Stq l0+/0.000 �� rrsr= ix � , B /NG A7�' �� �� �� � � fi8 -r2i- � us is zio �� 42o a ao � � c �, „ � \ � � �T PRC Sta 10+30J2/ i2,�io rz�o � � ,,�- 3� 24e� �� ��so� �� �� PCSto.10+00.000 _ �i�•480'� I I 4 PM Not G�ve �� Nat �iven � � � � � � � � �� t10 Y2/ DNV= l0% � /� -�- �� � � � 6' 23 LT G. 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