Loading...
HomeMy WebLinkAbout20170522 Ver 1_17BP7R95_ATT_Relocation_Plan_20170427:' DETAIL A TOE PftOTECTION ( Noi lo Scale) ,�(�4� G``{TG Q-F� ° oP kOU�� ,t.1 O `\\S\ d; _ p d= 1 F+. - -PSRM Type of Liner= PSRM DETAIL B SPECIAL CLiT DITCH � Not ho 5<ale) - Fronl a� Diich Nolvml p p', �yt Slope ��o��d ?.� p F�o -,- Min. D=1 R. -L- STA 12+50 TD 13+50 LT DET�41L C SPECIAL CUT DITCH ( Not to Scale) Fronf o� D'nch Nauural A'� ty¢t Slopa Gro�and ?'I mp F�o d= - Min. D=1 Ff. Type of ILiner- PSRM Mas d=1 R. DETlall D LATERAL 'V' DITCH j Nof Po Scole) Natuml '} � 6 ' - Fiil Ground 7.� p �,.� 6 1"hL � 51oP� I Min. D=1 Ft. 6=2 Ft. DETAIL E TOE PROTECTION (Notto Scale) ���� �-FILL NATUR4L -, 1'��,�� SLOPE GROUND d+ � F , GEOTEJ(TILE d= lff. DETAlL F LATERAL BASE DITCH (No�ro scale� Na}�ral I � b � \ Gmand � F��� � ?� �D `L�'\ ���' Siope a � -. GEOTEYTILE - � �.,tB�I � Min. D=1 Ft. Max. d=1 Ft. � "When B is � 6.0' B=2 F}. DETAIL G ROADWAY CUT DITCH ( Not to Scole) o� Notoml �', ¢g� - Fmnf Groond a.� F � Dit<h �j Slope d = i Ft. Type of Liner = PSRM -L- STA.17+50 TO 13+20 RT Type ofLiner= CLA55 B Ri�rRop -L- STA. 13+50 TO 14+80 LT -L- STA. 13+20 TO 14+50 RT I Type ot Liner= Class B Rip Rap b=2 F9. -L- STA. �1+50 TO 23+00 RT L STA 20+mQ Td 21+50 RT -L- STA.14�i-50 TO 74+98 RT -L- STA.10+80 TO 11+50 LT ' -L- STA.15+70 TO 20+00 RT -L- STA. 10+90 TO 11+50 RT -L- STA.16+12 TO 18+70 LT -L- STA.19+50 TO 2U+00 L7 �^' -L- STA.22-F30 TO za+zo �r �,o DETAIL H -L- STA. 23+00 TO 24+20 RT Q / /'���'�' I_' RIP RMP AT EMBANKMENT - POT Sta. 10+00.00 0 �- r �Noito S�a�e, � 10'mm � ANN MCLAUGHLIN � �� EX1St1Rb TO R211-<:.:�1 O N S2` 47� 24,I° E � MB 98 PG 1432 �,. ��" � � � o� Grade p�"��t) - 2. 1.0� min �4' � Proposed New Unae�., � ' BEGIN PROJECT 178P.7.R.95 - �� �� GEO1fIXTILE � � � � - � Proposed New OverliE:��� -L- POT Staa 10+50.00 I I P I � i i I" ` Type of Liner = CL II Rip-Rap BEGIN APPROACH SLAB `�, ���� -• r_ END BRIDGE 4 c� �e A6,z��<oo�roe�; o.� _�c�-.- ' _�- s-rn. is+�o Rr sa � "� -L- Sto, 16+00.00 T�� -L- Sto. 14+98.00 S � , , R TOE PROTECTIQN /� i � SEE DETAIL A BEGIN SBG ,%� }{ ��� `�, � i ',, REMOVE FJ(ISYING Q� z,- esr. ?? sv rs�rn +75 �T cor�cR�re s���s -L- PC Sta, 20+35.5:5 � �. � TOE PROTECTION � F�-'� SPECIAL CUT DITCH �, � SEE DETAIL E TOE PROTECTION SPECIAL CUT DITCH BM I �'� �\ �6� �\ EST. ?? TONS RIP RAP SEE DEiAIL A _ i v _ (� "`�,.` SEE DETAIL B SEE DETAIL � �Z �������� �,m re `� � EST. ?? SY GEOTEXTILE z2 \ � �y `��=� ` EST. ?? SY PSRM � � , \ � EST. .. SY PSRM / � � \ �. � I1� _ � I � N � \ ` � O o� \� \�c.� ♦ Bz_29� U��...����. e=����rz=a-. �.���� i J',-i ',;�iN .. F i -- -'.� -- - � o � : - � � , � ��- C � �. am � -'� --� _ r ��_ -_ \ -i -- � � � h a� ..� � -- � ��� ��� �_.�. � �. � �.. .- �, -� -- :--� ,-.-- � - Y `p° � � � - SE�EE4ET�AIL AION � o \� . + i- r � . .. ". . . . o � I, � �� �:� �I , , . . il _ � ��� � � � r*� 4ur t*�ii `-i4�1� �tii;'h�'mra�i'rf�4'�'31��r.��i` :�i�. � � C � � � / / ` ` a - I- ---LL-- + ' -' � � _ - _ �. � `� �w, ; �+�+w �+�- -- -- � _ � � � i ' ��� � ,,, � EST. ?? 5Y PSRM +08,15 � � \ o 0 0 9 i � FP�7�i �i� �� i � � .. i - - �. � � �. _ .._ � TL 2 1 �.' '� ` I '� . , - ` _" . - 670084-2 " " ' F , �� o 0 0 o a F ���F - . i � o -L- o a g a ' 45 � TL-z � � ��. � � � N N 59° 00' 42.6" E ��- y F 4�2 � i.� . i.� � '� o � � o � o � � o � o � C � r r� � -L- PC Sta.l2f08.15 �'�_ � �;�', „�,,�� �� �' I,f,, , H �o ------ ------ F - � - ` �. _,. TL-2 :� C : �� 4.4�u � °r�; �i�� �� m � - - ���. , LATERAL'V'�ITCH �"��' � '' ��`���-. � i �-------------- � � SEE DETAIL D '4 m � 'Q , "� TOE PROTECTION SEE DETAIL A - EST. ?? SY PSRM � PROJECT REFERENCE SHEET NO. 176P.7.R.95 - ORANGE 84 4 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER . itl t_�'�;��i �i�''lE,lfl� ;�� ��0°I \ �'���� IP�G N�p1` ii51C h'i71�: a P' SY ^,C��UL5�'I'1�0*7 HATCH MOTf MACDONALD I& E, LLC IJCENSE NO. F-0669 DOCl91VIEN7' NOT C�NSIDERE� FINAL �NLESS ALL SIC°aNAYlDfB@S COMPLETED Prepnred in the Office ot / I H�tCI., MQ� r I _ p� �y11 I i �-�'.�,__� IYI��L/��C��� i i��oi I �s � 51?114ngdom Wag 5�;fi �00 � Raleiyl�.NC?9607 NGI.�o��auNn: P-02rtl EfB�111�E'Pi11t, VERTICAL SCALE HORIZONTAL SCALE 5' p � io• z�l�ll�li 11111 �!_ 4 ✓ ' trq�. `.� i ,'� f � q �.� l��' U III�. „_. �� I� _� ii �� SPECIAL CUT DITCH 45 ^ /i � � � � '� �- �, � /- . EST. ?? CY DDE +65 4.03 �, �I _ SEE DEfAIL B + R ' - +�0 +00 +50 � \ �'.,.,.- _„" o o . \ \ , ' 45' �° ��. , TOE PROTECTION +75 ', �, +60 45' 3b' �.� � � D A T� M D E S C R I P T I O N SEE DETAIL E 60' ''� � �'� �� LqTERAL BASE DITCH �' `��--- _ � EST. i� TONS RIP RAP m m SEE DETAIL F SPECIAL CUT DITCH ROADWAY �CUT DITCH F� �V ESf. 2z SY GEO�EXTILE �'�� �, END APPROACH SLAB EST. ?� TOPJS RIP RAP SEE DETAIL C SEE DETAIL G TOE PROTECTION � THE LOCALIZE� COORDINATE SYSTEM DEVELOPE� FOR THIS PROJECT �,, Es�.�t sv �eoTexTa� EST.2? sv PSRnn EST.?? sv IPseM see �eTAi� A '� ;` [S BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY -L- StO. l6f12.00 en.?z �Y DDE EST.?? sv rs�1 _Fso � a I i NC�OT FOR MONUMENT "670084-2" _ f �I ;� m E 35' TApFi� +50 � - I�' RIP RAP AT EMBAIJKM NT L PT Sta. 14 75,00 �.,. �;;,:�. r. r � E . n, WITH NA� 83/NA 2011 STATE PLANE GRID CO�R�INATES OF see �Erai� w X�' \ NORTHING: 780954.753(ft) EASTING: 1930425.2451ft) esr.ia roNs RiP enP O '`+ ELEVATION: 466.03(ftl 1 S�T.2 TONS�P ESY.70 SY GEOTEXTILE � THE AVERAGE COMBINED GRI� FACTOR 115ED ON THIS PROJECT O EST.7 SY GEOTEkTILE END PROJECT 178P.7.R.95 PETE V. SEAGROVES & vERr,oN �. cox -L- POC Sta. 24+50.00 �8 4632 PG 376 ( GROUND TO GR ID ) I5: 0.9999181505 ERiK c. � oEeoRaH �. riECTOR BE6/N BRIDGE DB 4171 PG 428 CLASS II RIP RAP ^ � N -L- rHE N.c. �aMeERr �Rlo BEAR�N� AN� UP TO ELEV.465.0 (TYP.) I'' L- Sta. l5+/0,00 Pl Sta 13+43.52 Pl Sta 22+62.99 N 80`39 06.1 E _ , ,� LOCAL[ZED HORIZONTAL GROUND DISTANCE FRDM (STRUGTURE PAY ITEM) °670132-2° TO -L- STATION 10+00.00 IS � 0= 23° 46' 4/.4"lLT) �= 2/° 38' 23,5" lRT) .............................= e� N 88° 06' 09.3�� W 139.89 (ftl \I D= 8` 54' 38.5�� D= 4` 48� 'Jr.3.2�� BM �1 ELEVATION = 469.am POINT DESC. NORTH EAST ELEVATION BL STATION DRQ,IPJAGE N07ES: �' � IVOTE: L= 266.85' L= 449.45' N�s��56 E �9smssa -------- --------- ------ -------- Q�� �INEQfi �IMENSI�NS QRE ���Q�IZE� fi�f21Z�NTA� ��STQN�E$ MINf%dp�iy1 SLOPE ON ALL PIPES IS 0.5% �,,; T= 135.3/' T= 227,43� DL STATION 19�53.1�m 79 LEFT 1 670084-1 78�949.5450 1929277.04m0 50�.73 5�m0.00 VERTICAL �ATUM USED IS NAVD 88 NO PIPE RESTRICTIONS FOR ��=� Tl°PE-III ANCHOR UNITS OPoI 15�� DRAVNAGE PIPE (4A1 TO 402) �� ALL F�l1R �RIDGE CORIiIERS R= 643.00� �j =�,19Q,QQ� BENCHiTIEYSPIKEiIN'24'IxPINESi1 3 67��8gLz3 78�1102.4730 193a74�.138�7 466.63 19-96.m4 r_; � _-� � � ' ' ' � ' - i ' '- � � � � �---� � � ; � �� PI = 23+00.00 � �� �� � I ' - I I- � V-.__.._ i I i I � --- ' - -� - - � - - � __'i i � � ! _ ; EL 495.30' , i I - --- � � � � � � � , I I VC = 200' � y - I � I I � , � � R � � I �� � � I = �� � I� � ! I I i � � � � � II � I II K 75 , � �00 -- i I I � �Q� � � --- - ----� � i � � � - � � � � � � � � � i - � + 2.G2�0%__ _ � ) � � � ' � � ! � � � � � i , � � _ BE IN PROJEC T � G i i li f' i I i � _ I , � I , i , - � - - -- - - � -' -- -- _ - _ 9 - --: _ STA. 10+50.00 � ; - - - � -- ; � ! I I , �� , �, � _r;�--_ - _. --BLEND - i � I i 1 I I i � I i � �' i� J ! I�I � � i � I T{J � II� � � � � i I �I I � � i� i i � � ! � � � � , _ _ � , - --__ _ -- ---- - -_ _ _- ----- EXIST 490 __ ' __ x .� I � .� � o� '�---- -� _ _ - ', � '_-_ :oo --- ; ____ 49� ._�� _ . il Huoio F�on i f-oor� . . I =m^ i I � !i � ' � I � � �i �./. ,. �EGI i �,� � -- .:-- -_ I EL = d70�.22' _ ._ END GRADE _ N GRADE _ _ _ I �' -'�I i , � STA. 24+00.00 Z Q Q � U�n BRI�DGE �STA.15-I-55 L- PI �$�-ZrJ. I S�A. �� -I-��.00 ��� c�v I� =r�v . =Na I � -i-'-- li , - W/ 6EEP CAPS � . � . I� �80o e. _ __.�.-... • - - _ .. O-h.o +.p +�o F'F�o ' ' ' a � p,� � V � � O �`o' SII�GLE $PAt�7 33"I BOX BEAM . i_ "d ii - �a u � �a ii -� � � �a u VC = 390' � I `Z - � EL = 497.94 �� - EL = 467.52 � I -� I 0.'� a~� � �� i I i C 90�; sKew 90� � I � {+)5• _ , kj6.5Q���' I I' I I ,•� . 6LEND T4 _ EX95T 47� _ 4�0 I --- - i - � ' = 450_ I_ n - I _ 449 - - i � � �� � � � �. w.�� --i'w . _aJw I_ I w�w. . . GP ELEV. _, . 469_21 . _.� I I. 9 _I. � . . li . � � . . �+13.Z2�0% `.. � I._:._ _. ' . _ . .. . . EN� PROJECT ��� �� --__ i N�W ..- N.IW i �W. I I'. ___.__- I: . ._ .�._ �, .. � � .',- -, _ m. I w I I a i- ' i_- I I , � -I I . � ° oi. i I sT,�.2a+5o.o0 - , a � � � � , �� � � � , - � � i i , ; i I - --_ - ____ � ��� ___ - `X1���6� � , � --- - - . � -i � I __ _ i_ _ ' ,_ i_� i _i_ ' - _ - - I �� - - - - - � ' ' � � � � - �o � Bf�l DGE HYDf7 AUUC DAT A � - ��� ��, � � � ���f+)0.�724�1- � � � _ _ � � o,� �-Z+��.-6�aaz � o ', � ' � k�� • °° � 4ZQ _ . ._ _ I-. _ _---.- . .. � ' II � l I. . �N� I �00 =O'V I �..�I � i } I �' � , - oo I ; = o � x � � F � � DESIGN DISCHARGE = 2700 CFS - ,-----� __- � (-/O.IOOOI., _____ _�r I I i _II�� , kl�. J. ___- _- U{V UN aN i`' - --' - � -- -- DESIGN FREQUENCY = 25 YRS _ -- �. ____ _ ` � i i - i - -(-)9. _ I ( I 8(-)0.3000% _ i I 3.�' VCEY DIEPTH - JI �,-- �-- il p r n ! p 4 �� o: � -- _ _ _ _ _ 4.39Q �__ ZOQZ909J _ _ � , 0000i ! - -- ---- -1 ___ ___ - r crvr � - _ � II _ - - - - �+�4.-�� i_ ___ - -- o o _ J. o a � w- _ _ `� N; � � ~> . DESIGN HW ELEVAT/ON = 463.9 FT _'-_ _ � ��i ! ooan � 11 � - . I_ I . � _ ipp0� ��o �I �QN ' ��W ��,,� I, _�J �'�--���-- BASE DISCNARGE = 3982 CFS 46Q i I � , i+>o: 000r -c+s2.o2ooi ! - � � °� - � � i ' BASE FREQUENCY - l00 YRS _ -1� _ � --'- - - - . ._ _ _ _�_'_ -' ' ' --I, � I I JF � I o+� o+� �� F� ___ BASE HW ELEVATION = 466.24 F� I =Qi�' zPV O�V III +V I � I . . V! I I N I ❑J� NJ� . __._ _____ I I ---- -- I � � a ii a u a ii i - - u a� � o � o N �, a� w a,. w_ _ n, W_I ' OV ERTOPPING DISCHARGE = 6/00 CFS _-- - oa �� .__ _ ., li � b N � 0 J � � � I � � -I - ' I =o� �I =o_ P I -No � ^ i----- _--� _ � _ � ��� 6 � a I _I __. OVERTOPPlNG FREQUENCY = 500+ YRS 4�O � � � � ��� ❑f'� � � bV' 1�� 1 . _ ..- _ I ±v ��' . -_ i _- � F . _ z � � �- � I � I ' OVERTOPP/NG ELEVATION = 467.8 FT � � � c�� u� � - . � -r}iv I . . --�� �- -- -a�� �� �NORMAL.WS- _ . . vai. �.- -��- -----�^---.. . .��. . . . -- ---- __ _.. . �_ . . . � . . -�._... .__ � , � � _. _ 4 ii �� . . �. o� ii . p4 u �� h� u � �, ELEV.=454.8 zQ� il � o� u �� 0� �� � ' � i . � �i �� �I � . � ! ; � I � . � i I ' �. n. "' j n. "' , p "' j �� l�ATE:: 3-2-2075 - .. j a "' i r� v' . . . � i I . � . i�ii I I va i w fn � a?i I i w , (7 ��..eu w ��u i `n �'�' . . . �I . . I I . . ' i I . i - �J � I � � _JJ I �J� Z�IJ W�JJ �JJ �JJ . �. I _ II I � i DATE OF SURVEY 3-2-20/6 44� 1. w . _ . _._�_.- � 4 .I W � . 4 .L..lu.. I W I us I _ . _ _ I. � ..I W _. _ . A I w . .. 1 I. W __-___ _ � .. � �� I i I � � I I . II I I . .. j i . _ . I i _ _ I . . I I ��, I . I . . . . . _ . - ' I '� � I � - -- - W.S.ELEVATION - �I ' I c�a,ss u�ir �P ' AT DATE OF SURVEY = 454,8 FT - � �� .--.. ._ �. -- -i -. . . i_ �Ii- -�. . . i---- - I , SLOPE 1.5:1 (2 �� FY. THICK .r . _ . . .. .� . - . . .i .. . . . . : . I --- - - I I I � � T AP ,P - - -� - - - � - - -- - I � NORMAL O IC �(tl' .; I , ' � �. '. I .. I 57RUGTURE PiY ITEMp Ii � , � I I I i, I � . � . . , . , : � �. ! � ��o 12 13 1� 15 16 17 �� 19 20 21 22 23 24