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HomeMy WebLinkAbout20161087 Ver 2_permit drawings_20170203• � See Sheet �-A For I ndex of Sheets VICINITY MAP (NOT TO SCALE) DETOUR ROUTE (APPROXIMATE LENGTH = 4 MILES) TO SR 1300 � � RFf,IN CTATF PRn IFC'T 17RP d R�7 —L— 5 I A. I U�- US.UU �� �� � ��� II�� I�'►' I� I(�)� \' �,�)� I����� I=I I;1� I=I `�`'►• .\ �'- � i i LOCA TI011 t: REPLA CEMEI�T OF BRIDGE 198 O T�ER BEAR S WAMP 41� SR 1306 (WARREI� P01�D RD.) TYPE OF WORI�: GRADI11tG, DRAII�AGE, PA VI11tG A1�D STR UCTURE -L- SR 1306 (W -L- STA. 13 + 97.36 �� �P ...� � ..-� ..�. _-- TIP PR[� IFC'T 17RP d R f,7 0 �►7 I�A I�Z:1�1�1�J Prepared for: Prepared by: HyDRAULICS E11tGI1�lEER GRAPHIC SCALES DESIG11l DATA PROJECT LE11tGTH HIGHWAY � CALYXPM ADT 2000 — 50 DIVISI01� T � ENGINEERS+CONSULTANTS 5� 25 � 5� � �� ��9 Ward BZ4JCl. 6750 TRYON ROAD �j Q� � Wilson, NC 27895 CARY, NC 27518 00� �` � FUNC CLASS = LENGTH ROADWAY STATE PROJECT 17BP.4.R.67 = 0.130 MILES phone:919.851.1912 ��� q�oQ 2012 STANDARD SPECIFICATIONS CALYXengineers.com �? PLANS LOCAL LENGTH STRUCTURES STATE PROJECT 176P.4.R.67 = 0.017 MILES NCLicense#F-1333 � � P.E. SIGNATURE: � � 50 25 0 50 100 SUB—REGIONAL TIER TOTAL LENGTH STATE PROJECT 17BP.4.R.67 = 0.147 MILES RIGHT OF WAY DATE: L. KEVIN AUSTIN PE a � SEPTEMBER, 2016 PROJECT MANAGER � ROADWAY DESIG11t �,� � PROFILE (HORIZONTAL) STEPHEN C. BROWDE, PE E11tGI1�EER ��� ooQ� � O J� O � O Z O LETTIIIIG DATE: ROADWAY PROJECT DESIGN ENGINEER �� `� � p��Q JAN UARY 24, 2 017 PROFILE (VERTICAL) NCDOT CONTACT P.E. SIGNATURE: �������� ������ N.�ME� .�NI� .�sI)�RESSES R�FERENCE N�. N.�MES 2 ROBERT E CRAWLEY,JR EARLEAN FOREMAN .�DI)RESSES 1116 WARREN POND ROAD LITTLETON, NC 27850 1117 WARREN POND ROAD LITTLETON, NC 27850 PERMIT DRAWINGS SHEET 2 OF 6 2///20/7 I I I ; � PROJECT REFERENCE NO. SHEET NO. � � � � � '. A LYX l7BPo4aRe67 4 � � BEGIN BRIDGE W� END BRIDGE �ERMIT DRAW lIU�S � ENGINEERS+CONSULTANTS i °� -L- STA.12+94.93 aU -L- STA.13+85.15 u % C ROADWAY �IGN EET NO. HYDRAULICS BEGIN APPROACH SLAB = END APPROACH SLAB 6750 TRYON ROAD � _ N z __ �� 7 � // / O� CARY, NC 27518 ENGINEER ENGINEER � -L STA.l2f82.93 L STA. 3 9.36 8. hone:919.851.1912 � S T R E A M A N D W E T L A N D I M P A C T S s:► � � 3 2/// 2 0/� CALYXengineers.com , NC License # F-1333 N 40° 06' S2.1" E � N � ; DENOTES IMPACTS IN b ; PERMANENT EXISTING MECHANIZED TEMPORARY EXISTING � SURFACE WATER -L S'I ' � SURFACE CHANNEL CLEARING SURFACE CHANNEL � WATER IMPACTS IN WATER IMPACTS TANGENTIAL BRIDGE � ; IMPACTS PERMANENT WETLANDS IMPACTS TEMPORARY '"„ �`, ", "` DENOTES MECHANIZED � .... C LEARI N G BRIDGE / ROADW AY RELAT IONSHIP � SITE 1 <0.01 AC 38 LF 0.01 AC <0.01 AC 45 LF I DENOTES TEMPORARY � TOTAL <0.01 AC 38 LF 0.01 AC <0.01 AC 45 LF IMPACTS IN SURFACE WATER SEE SHEET S—1 THRU S—l8 _(�,��� � FOR ST RUCl URE PLANS q;�' " � i �Pp � � I I I ; � ;�,�"'� ` � PROJECT REFERENCE NO. SHEET NO. , � � � ; � �Z __ _ _ �� ,�r2 '. C/� LYX l7BPo4aRe67 4 ; -- -- % bzZ ~ � �ERMIT DRAWIIU�S , � 9ZZ BEGIN BRIDGE W� END BRIDGE � ■ ENGINEERS+CONSULTANTS � � - / RrW SHEET NO. � � ZZ ,� �Z � -L - STA. /2+94.93 a � -L - ST A. l3 +85.15 � � -�� ��2 � �U SH�� l � O� 6 ROADWAY DESIGN HYDRAULICS 6750 TRYON ROAD - � BE�IN APPROACH SLAB = z END APPROACH SLAB CARY, NC 27518 ENGINEER ENGINEER ; -� afz ; _�� >� -_-_ � -L- STA.12+82.93 �, `� _ -L- STA.13+97.36 S:I / phone:919.851.1912 � � STREAM AND WETLAND IMPACTS �2� � 8:► ' �3 2///20/� CALYXengineers.com � , �`_ NC License # F-1333 ; � � N 40° d6' S2.1" E � N � ; DENOTE$ IMPACTS IN -L- b � � y°� ' %� �� �� ; �-- PERMANENT EXISTING MECHANIZED TEMPORARY EXISTING � S:I % / / "� �""/ �" � SURFACE CHANNEL CLEARING SURFACE CHANNEL SURFACE WATER � `_ / ' � WATER IMPACTS IN WATER IMPACTS � TANGENTt�1L BRIDGE ! °� " � ; IMPACTS PERMANENT WETLANDS IMPACTS TEMPORARY '"„ �`, ", "` DENOTES MECHANIZED � _ � � •.• • c �EARi N � BRIDGE / ROADW AY RELAT IONSHIP __' e � - SITE 1 <0.01 AC 38 LF 0.01 AC <0.01 AC 45 LF ; -�--� ' , � DENOTES TEMPORARY ' ��� �� > ,� _� N ' �2 � ,�J � , IMPACTS IN SURFACE WATER �z� � ' ti 1 �' ; TOTAL < 0.01 AC 38 LF 0.01 AC < 0.01 AC 45 LF � ; `'�� SEE SHEET S-1 T HRU S-l8 , _� `" O ' � FOR ST RUCl URE PL,�1�VS f/ � q,`� �.ti � , � , ; . � ,� � �� !�� , O � a � i / ��°' ° P' � / \� U i < \ ti � 24Z � � ���� � � �� � �N �, `�. i . � 22 I _. , �/ �n \2'B 23`1 \ � , �9e2 ._ � � OfZ��\ - \ �. \ \ \ �\. � `\ \ \ \ �/ ��// /� V \ NN\ 1 �� 1 �\ \ N\ /ry�r� _ "' 10Z N O N > w � TO «- � T \ � v ) ?� M � � , N � � N c � � n � d � � �n ��- v � \ a � \ 9 � �� ��m � �?-� �� : � � c z,�, � �� � �. � c �'" � _ `9ERT E RAWL Y, J �B 2128 PG 2 7 �� W ODS � `� % � . 0404 /,5' 18" RCP-IV � _ � OR. , F � %7.0' - F J� - - - -- - l0' - l0, � a � ,,, i _, _ 8:1 K AN I T0N Wx� �-213 / RE N 'z6� �N , oC� , "�`�' -L- +72. OE PROTECTIO q0. O` L SEE DETAIL A 30. O LT (E . R/W) F . _ _ _ _ PE III �r �ti � / \ / ��Zi,.- \ .. � ' /1 /� `206 \ �._ \�216 / �r� \ V C I �\� m \ :p / ry . . _ 2'S / / -L- + 80.00 ' m� >� ' 35.00 LT ," ', /� 0 ti �� 30.00 LT �--� -r B M #; / � -BL- TA I.S-�56� /�� 0/ 31a4 ' LEF1 '" '��/ ' �� EVe=210o54' " / m /� ;� c,[��� � i i �, n �. � � ti = � ;� � 2e� � O -L- + 81.19 � J/,P�Q �, ';. __ � ° , � / CS� 35.00 LT .% \ �,� -BL O / � r ^ / } 2�0 ��.� f�, � � � �FRT F C'Ravu,_.F`; �� � � � '` 0�`' ;j ' �ti - � � r ,.,, � � ��� � � -L- +51.23 � � � _ N � N , �f 35.00` LT _L- +75.00 �� n s j 2'� j-� 30.71 LT 2 �- �G�' w N '�' 92 (EX. R/W) o �' ��'� ����� y i ��� �5„ RCP-I iV � � � � � � \ � ' � C � � ,� �/ R � � � . � � � CHORD � � _� `� o ' � � �titi � � - - --C /� _ o � *** ,,�� 040, oao GRAU-350 S:i � ,,�-' !` END CONSTRUCTION � _.- t � , �' -L - ST Ae l7 +80,00 ' � PE III ��� C _. N ` . ,�, 2G1 � T G `� � _����� �� � � I � .. ��� / / ,<� � � 1' �� � � NN i � �� � �%i N N , � ' �_i � �� WOODS I / z� N � �' - B � � W 23.9 E 40 06' S2.1" s -- I � �� ' � � 4/' 43' „ � � 8:� a5�� ac�iy,- � ' _ N � , � �� � . _ ' � C~------__ /0' REMOVE GRAU-350 TYPE III �i"5 °� �� Y III _ _ _ -- - - 65.00 2 t ti GRAU 35 C r - --- -F L + � ti titi ' o / ���' G. ------- ------- � � �,ti � � � titi � E _- _--- F� -- ---- � F `�,��?,% F 30.51 RT ` `tlZ� � 3 Z,,, � -�- +22.89 E R + 0403 (EX. R�W) OBERT E AWLEY, S ET ALL H �' DB PG 170 e �'v `� I , -L- +50.00 35.00 RT ; PDE _L- �7.13 20'� " � � zz° 30.00 RT o � CLASS B RIP RAP � 27 CLASS B RIP ,RAP -� 35. 0 RT� '�,� EST 1 TON � � � BE�IN CONSTRUCTION 35.00 RT EST 2 /fiON � 1, EST 5 SY GEOTEXTILE �m" ' � ti -L - ST Ae �O f�J�o�� ES� 7 S,Y GEO,T�EXTI LE L- + 65.00 -L- + 95.00 � •� �Q ,, .,♦ -� - + 72 q -L- + 50.00 , �' = 9�ti titi ``�" ,<z � � ' 30.02 RT i y��' 0.0 RT 52.00 RT ti � �s � � I = 30.20 RT �, ' � 2 35.00 RT 45.00 RT % Q� � SPECIAL CUT GRASSED - � � � � � 45.00 RT _ _ + ! ��' �� � �30 51 R �� SWALE - SEE DET / m � g �' " r2 � � i' E C EY. SR T � ��' L 55.00 / � :,; (EX. R/W) piT � - � �' DB 2149 PG I70 Q�' 3�0..00 RT � '` �-��� �N � � �� ' � 40.00 RT - �-� n� w '` !6 � � �: : m (EX. I�/�W} � ,. N � 2 3 19 P � \ � , � � 2 U,` ti/��/ "�� 35.00 R T ftT-� '' I - � i - � _ N w N � i ; = ZZ o� , 4 0.00 R T I ��� END BRIOGE • f ; � , �' � ' � ^ EGIN BRIDGE APPROACH SLAB ' � � -L STA.13+85.15 �� � � " - - L - ST A.12+82.93 � � ti Pl Sto ll +65.02 Pl Sto l5 +29.79 Pl Sta l7 +49.49 ' � � _ /� .36� .3/.5�� �LT � � BE�IN BRIDGE �� � % END BRIDGE APPROACH SLAB m o . ' „ ° , „ � � � � ; � o � �� -L- STA.l2-�-94.93 � ,� -L- STA.l3f97.3s ) p = 27 39 3/.�7 (LT) = 4 20� 1�.4 �� �� � N� N � � D= l 54 35.5 � D= 8` 57 08.9 60Z- D= 5 55 02.9 ILTI 9 �y I N ; � � � a L = 84.24' m � � ` � L . _ � 308.95' -� ���L = 136.47'' � \ N M e� ♦ � m s ; � zz 6,2 N N T= 42.12' /� T= 157.55' T= 68.29' i ��3 N � _-. \ 2 ' � � ' R = 3,000.00' �� NB � R = 640.00' R = 1,32/.33' ��9 ��9 ; ry ` ^ / � N \ \ / I � � ti SE = RC �' �mti� SE = 0.06 -z,z E,z-� SE = EXIST. ; " � � �, � � "�s � � , � � DS = 35 MPH �Zm' Z°Z OS = 45 MPH DS = EXIST. ; DETAIL B ,� , , . DETAIL A �' � � �. / �, �ti ,�___ , / S`� � � TOE PROTECTION � STANDARD BASE GRASSED SWALE � � / ( ( Not to Scale) �� ( Not to $Cqle� %"" / " C � a� ti �� � ,�,�e ,' Natural Natural Z � ' I � . / \o � ; o � ,�, RIGHT OF WAY AREA DATA �81z Natural �.� o`\S�ape Groun oR F�� D ����� Groun � L � Ground b F �%'FR �� ; > ti� TOTAL AREA AREA AREA PERM. TEMP. I��I d I �g� I Min. D=1.0 Ft. _ � m PARCEL PROPERTY OWNERS NAMES CONST. � , � �'" 6=1.5 Ft. ; w �, N N0. AREA TAKEN REMAINING REMAINING EASE. DRAIN. DRAIN. d=i Ft. #NOTES: � � RT. LT. EASE. EASE. b=3 Ft. Geotextile � 1) LONGITUDINAL SLOPES BETWEEN 0.3% AND 4.0%. � � �,�� 2) MODIFICATIONS MAY BE NEEDED, AS APPROVED BY � � ry m� Type of Liner= CL B Rip-Rap / ENGINEER. � � 0 � 1 ROBERT E CRAWLEY, JR 2,023 SF 965 SF Z2 �zZ tititi� FROM -L- STA. 14+35 TO STA. 14+50 RT � � FROM -L- STA. 11 + 50 TO STA. 12 + 92 LT ; w m� � � 45 TONS CL. B RIPRAP W/22 SY GF �� � � i � i � � � 2 ROBERT E CRAWLEY, SR ET ALL 1,764 SF 873 SF 1,075 SF �� °�z�� ' ti� ; � � E�� � �<�� � � � � � � �; zz � � m '� �0 mm+v Y' ry / � i� .. / . __ . _� I �N� �� e ti /Z`4 � � �� � �/� V // � / /.� //�� // � J / / / / I ( ! � / \ZZ/ � . . , . . ; / . / � � . ; . . : / . . : / : : . : � . / . . . 'D , � `_ � `� NOTE: fOR -L- PROFILE SEE SHEET 5 \�� N� LL _ I I I ; � PROJECT REFERENCE NO. SHEET NO. � � � � � '. A LYX l7BPo4aRe67 4 � � BEGIN BRIDGE W� END BRIDGE �ERMIT DRAW lIU�S � ENGINEERS+CONSULTANTS i °� -L- STA.12+94.93 aU -L- STA.13+85.15 u % C ROADWAY �IGN EET NO. HYDRAULICS BEGIN APPROACH SLAB = END APPROACH SLAB 6750 TRYON ROAD � _ N z __ �� 7 � // / O� CARY, NC 27518 ENGINEER ENGINEER � -L STA.l2f82.93 L STA. 3 9.36 8. hone:919.851.1912 � � ~ 2 / / / 2 0 / � CALYXengineers.com ; B U F F E R I M P A C T S ��� � , 3 NC License # F-1333 N 40° 06' S2.1" E � N � ; x kk��� ALLOWABLE IMPACTS ZONE 1 -L b 8;� � BUFFER BUFFER b ' � ZONE #1 ZONE #2 TANGENTIAL BRIDGE ! � IMPACTS IMPACTS \�� ����� ALLOWABLE IMPACTS ZONE 2 BRIDGE / ROADWAY RELATIONSHIP �.... � SITE 1 3263 SF 790 SF � ' TOTAL 3263 SF 790 SF ���� ; SEE SHEET S—1 T HRU S—l8 � FOR ST RUCl URE PLANS q, � i �Pp � � I I I ; � ;�,�"'� \ � PROJECT REFERENCE NO. SHEET NO. �' , � � � CA LYX� : ' '. l7BPo4aRe67 4 � _ _ _ � ,�r2 �ERMIT DRAWIIU�S ; _ ��Z �- / bzZ cn , � 9ZZ BEGIN BRIDGE W� END BRIDGE � ■ ENGINEERS+CONSULTANTS � � - / RrW SHEET NO. � � ZZ �Z -L - STA. /2+94.93 a � -L - ST A.13+85.15 � � � � � � O � � � � -�� � 'Ez ��2 j U 6750 TRYON ROAD ROADWAY DESIGN HYDRAULICS � _� -" �� �,r BEGIN APPROACH SLAB N z END APPROACH SLAB ENGINEER ENGINEER � � � _ _ - phone: 919.851.1912 _� L- STA.12+82.93 �, _ -L- STA.13+97.36 g:l j cARY Ncz�S�s I � B U F F E R I M P A C T S rer� �2 $:� I � 3 2/// 2 0/� CALYXengineers.com � � , ��_ NC License # F-1333 ; � 9 N 40° 06' S2.1" E � N � ; x �`�`�`�`�` ALLOWABLE IMPACTS ZONE 1 � � -L � � �� � � �� � �� ' � �' _ i �� kki��i� t2z b 8�� ' y� // ti� �titi� �� ' ' �/� � BUFFER BUFFER � , v � � � zoNE #i ZONE #2 TANGENTIAL BRIDGE ! �' ' � IMPACTS IMPACTS �� � � � � � `"� � , ; �' � � � � � � � ALLOWABLE �nnPacrs zoNE 2 _ BRIDGE / ROADWAY RELATIONSHIP __ e ; �� � .... � SITE 1 3263 SF 790 SF ' � ' , � � � __ �i--� , �z � �� �� �, � a �� ,� , �, �'� �" � ' TOTAL 3263 SF 790 SF � � ���� SEE SHEET S-� T HRU S-�S __� ` �O I � � FOR ST RUCl URE PLANS ; f/ q, �.ti ! z� 2� I N / _,- ' � \ .��m^ ��,q N ' a � _ � � �� �� �� �� l � � � �� � � � : �!, a ,. I � � � ��,� �� �% � �� , � N � W � � �r�, �� �226 / \?�9 � ✓ � � 22g 223� \ , � � �_- � � d� ,�� . IY' � \ � , N � �� � � n � � \ � � � . / 2 � � i ��� � . V t � � a i9 \. �% , c , \ , \ � `� � , � � ����� O" ' ``� ��"� , � `9ERT E RAWL Y, J �B 2128 PG 2 7 �� W ODS � `� ZCZ �� ' \// //�i � � �_ �� //�// NN � \\� ` \ \ 1 _`h // N 10Z \ K AN I T0N WC �-213 / RE N 'z6� m , oC� , ����� ry � ti ti 205 N 1 � � \ / 0� N N \ N�J \ B� \ m N � � I Z02 N . . N�, N N rv �' � 204 ��e w � e � � . � ....� N N 20i �. �/ s � �\ \ Q N J`l(� \ 229 m. `�e �+ `�y � B � e� \ / � ' `� �\� 226 2e2 I / \ � ?23j\ .. � • ' �� " .�� �� Q \. 22 V ' E� "is 2/q I ?22 22 � v �� � � j . � ` �� , .m tim � z zzi_� e i ti .. 7 0ti U`im \�c�9 SITE 1 \\ � 21 Sm2'� � � � \ � 206 plb / � \ ��.. " �� \ 2j i i s . ,� -�- +80.00 / \�� . 30.00 LT �,-�, g M #: -BL- TA I.S-�56� `� ry f 0/ 31a4 ' LEF1 ' ' � EVe=210o54' " � � �� � � � ;, � c,p�� � i i R n� � ti ' � � 210� � ' � � � q� � -L- + 81.19 / � � 35.00 LT .//�/� \ � � R / } 20� ��i �.� � �.:; � � F R T F f A' F`; �o i �``�-f . FZ 4u,_. .. � ti -- - o - • r tl,Z -L- +51.23 �� � ,• 35.00 LT _L- +75.00 �� � �` / - j� 30.71 LT } Op- �'� w N ��' (EX. R/W) o_ 2 �' �� �, /� 1 " RCP-I N �� � � �� `" / i C � � � � ti , ,�,\ -L- 7 .24 � � � � � D CHORD ��� �/ o /�� ' � - �/ N � ^ I � % � �`� 4 0 0` L T ti _ , ^ � ' � OE PROTECTIO � ,� ' n _ __C __--�- o � /��' ��2 ti N � �' , w w �, ��� , j �9 ti 0404 /,5' 18" RCP-IV SEE DETAIL A E' R W) � �' x �� y � i ZZ° � OR. , .--�� '�a X> GRAU-350 S:i � �- !` END CONSTRUCTION LZ J ___________ ___ F � / ( ; � , o i�.o� �o - - c F F - _ �1� ^� � �n x f � 1 � � , � -' -L - ST Ae l7 +80,00 ti �' �N f�� � fzz ti" cu /0' U- PE III �e� �-, i "7� '� PE III �� Z �� � � Y : � � � - . C N � 0Z2 \�,2 Z� �Z \• i � I � %Q . � � •I . i , . ,' \ � L(1 O / � . o � . ' r -" ." r�l' . i titi �� o v � 8 �i�; i"' 2G1 T G �� f N <" g -L - , � i � � ,� � r �� w000s - z ; �' - B L 0 W N " 40° 06' S2.1" � , ��� � , - ;�� . ,. ,:: � � 8:� a5" aC�-iy,- � � � � ' � < 4/' 43' 23.9" E . � N . � z � srr "�� N C~------ /0' REMOVE � GRAU-350 TYPE II ``� .�`,_ ,�� x u"� �rl,. Y III GRAU-35 C- � "' � _- „ ; o ; G; E --------------- ----------- ����S��i �`x'��C\C�C�x x _ ;-� - `F - -L- +65.00 2 1 ^ , F - i x �%� .� �� � x �e �C x x � , 30.51 RT "'~ `� tlZ ` \ , 3 Z,,, � - �- + 2 2. 8 9 E k <"`� `� R ��` X'� � � � + 0403 (EX. R�W) OBERT E AWLEY, S ET ALL e �ti �ti � � , -L- +50.00 35.00 RT ; PDE �' 20.0' � DB PG 170 ; , -L- �7.13 o D CLASS B RIP RAP � zz 30.00 RT CLASS B RIP ,RAP -� 35. 0 RT� '�,� EST 1 TON � 27 � � m BE�IN CONSTRUCTION 35.00 RT EST 2 /fiON � 1, EST 5 SY GEOTEXTILE �m" � , ES� 7 S,Y GEO,T�EXTILE -L- +95.00 � .•" Q , .; -L- +72 4 -L- +50.00 / = ti titi ``�" ,<z � � � ti -L - ST �e �0 f�J�o�� � ti�' L- + 65.00 30.02 RT i � ��� ���'� .�� � 0.0 RT 52.00 RT "� � ti °'� ti �,s"' ' � 2 3 5�.00 RT 45.00 RT /� Q��„l SPECIAL CUT GRASSED/ / - 35.00 RT " m � � 45.00 RT ��F, �% L- +30.00 SWALE - SEE DET i ''i%^�� � / •Z i r� .i� i ; � 6 �,� -L- +55.00 � � ., 30.51 RT i � i' E C EY. SR T r�, a� 30.00 RT ��� (EX. R/W) piT m / � DB 2149 PG I70 .�?• : m ; ; . ,,;' (EX. R%W) j� %�� 40.00 . R�::=� ' cN � " ` � v lbzJ 3 19 P \ _. ; � �22 ��' i �/��"0 35.00 RT / �%` • ���- I' � , - : N w u� � = ZZ o , 4 0.00 R T i END BRIOGE m � m �' � � � EGIN BRIDGE APPROACH SLAB ' ��'' f � , �. _L- STA.13+85.15 �' , ' � ti Pl Sto ll +65.02 �- L- S T A. 1 2+ 8 2. 9 3 Pl Sto l5 +29.79 Pl Sto l7 +49.49 �`'� � ti ' � � _ /� .36� .3/.5�� �LT � � BE�IN BRIDGE � � % END BRIDGE APPROACH SLAB m o . ' „ ° , „ � � � � ; � o � �� -L- STA.l2-�-94.93 � ,� -L- STA.l3f97.3s ) p = 27 39 3/.�7 (LT) = 4 20� 1�.4 �� �� � N� N � � D= l 54 35.5 � D= 8` 57 08.9 60Z- D= 5 55 02.9 ILTI 9 �y N ' L.= 308.95' -� � L= 136.47'' 6 � � 9 a L = 84.24' � I \ N M 0 ' e� ♦ � r ; � zz 6,2 N N T= 42.12' /� ; T= 157.55' T= 68.29' i ��3 � \ ^ - ' � � ' R = 3,000.00' �� - - NB � R = 640.00' R = 1,32/.33' ��9 ��9 ; ry ` / � N \ \ / I , � ry SE = RC �' �mti� SE = 0.06 -z,z E�=-� SE = EXIST. / " � � � "s� � ` , . ti ' � DS = 35 MPH �Zm' Z°Z OS = 45 MPH DS = EXIST. � DETAIL B � � 1` I � , �• . / `,.. . , ��4 /�_.__. :� , . . . � S!r . . � ... .. / , DETAIL A i � 06 TOE PROTECTION STANDARD BASE GRASSED SWALE � Z � � ( ( Not to Scale) ( Not to $Cqle� -"" / " � a� ti e� Natural Natural ; o � RIGHT OF WAY AREA DATA a\F���`e Groun o 3 D ��� Groun � � � m ,t�,'> ��eiz Grou d b �•1�`�S�oQ R Fi i� �'• '�( I� � � � titi "I FR O� Min. D=1.0 Ft. _ � m PARCEL TOTAL AREA AREA AREA CONST. PERM. TEMP. , ��d � ; w / �, N PROPERTY OWNERS NAMES AREA TAKEN REMAINING REMAINING DRAIN. DRAIN. ' d=iFt. � 6=1.5 Ft. ; / b=3 Ft. Geotextile NOTES: o 0 i NO. RT. LT. EASE. EASE. EASE. 1) LONGITUDINAL SLOPES BETWEEN 0.3/o AND 4.0%. � � � 2) MODIFICATIONS MAY BE NEEDED, AS APPROVED BY � � ry �m� � Type of Liner= CL B Rip-Rap ENGINEER. � � 0 1 ROBERT E CRAWLEY, JR 2,023 SF 965 SF Z2 �zZ tititi ; FROM -L- STA. 14+35 TO STA. 14+50 RT � � FROM -L- STA. 11 + 50 TO STA. 12 + 92 LT � ; � m� � � �ti/ 45 TON$ CL. B RIPRAP W/22 SY GF ��� I , � � � � 2 ROBERT E CRAWLEY, SR ET ALL 1,764 SF 873 SF 1,075 SF ��z� -' ti� i � EtZ � � 2e�.�. i � � � i �-+ �; 22 � � m � �0 �� . mm+v � , ry / i� .. / . __ . --- I O� �� e ti ./Z`4 � � , r-r �� �../� / V // �" .. . � :/ // //��� // � J� / / / / � I ( ! � / �� ,\ZZ/� . . . . � . . � ti . , � . i ^ . ' .' / / �\ .... ; . / . .. : / . � . � . / .. ! m. i \_� '`� NOTE: fOR -L- PROFILE SEE SHEET 5 N� LL _