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HomeMy WebLinkAboutTED4001397.51 V) N � �9 .a W d E r ') wr JJ cV - � V � /A R. 4' ✓AR 25'- 6.5' 0021ft SPEC. GRAVEL BACKFILL FOR DRAINS p O � 3" DRAIN 010 .g ="r0._0 02 ; ft BACK7I-I_ FOR W�AL' S ALTERNATE SHOULDER SEA ; T I` �N ICI STA.153 9 + 73 '3 Lf1 STA 1 543 + 9 g_O' L_t NOTE: FOR VARIABLE DISTANCES SEE CH ANNEL! Z AT ION P- ANS Sheets No LEGEND �1) ASPII,/\LT �NCRETE PAVEMENT CLASS B 2i ASPHALT C DN(,RF;TE P/LAVEMEN` A -ASS P__ 3 A1-1 ;LT T � _e ,TEC E3ASE `;4i C_"kI ,, H F P SURFA IN G .,- r COURSE ,5 GRAVEL BASE 'LASS B CONCR1M_TE SIDEWALK \7 CEM'T COS I C R, ETE f 'JRB & GUTTER 0.02'1 f t. j O.0 2'/ft ALTERNATE SHOULDER SECTION a STA. 1511+50 R' TO STA. 1512+00 RT. R/W 2 6' z i 0.02'/ft. - �7 .—�--- �� 0.02'/ft. co ® 0.10' ROCK BUTTRESS WALL __ GROUND LINE ALTERNATE SHOULDER SECTION STA. 1524-80 TO STA. 1528- 00 i lip lil IW VAR. /q 4 2 61 * 111 0_02'/ft . 2' IVIIN. 0.15' 1 0 0.5' MIN. \Z ALTERNATE SHOULDER SECTIO', �LI STA. 1518.85 TO STA. 1534-15 RT. * NOTE: FOR WIDTH 8, GRADE OF DITCH SEE DRAINAGE PROFILE 4' Ili=nl= Ill= ,{ �l{t=tn=, 1• .�` 0.15' 10 O ALTERNATE SHOULDER SECTION STA . 1517 -35 TO STA. 1518. 85 RT. STA. 1534. 15 TO STA. 1540.20 RT, STA. 1543.30 TO STA. 1547.00 RT. 01 ASPHALT CONCRETE GUTTER REGION NO STATE FED AID PROJECT NO SHEETNO s WASH. i t� l�'.' O Oab III ( 0 (rr �.• 0 b 0 � o�alil GRAVEL BACKFILL FOR WALLS C OO I o O III V U O b � O Q � O b III 4' ` o lit 0 � IOo Ill o �o ®ate cm �lll t� , '� oQ!I - SPFC GRAVEL BACKFILL FOR DRAINS _I , e I e Ititl o� _1 -�litI UNDERDRAIN PIPE 6" DIAM. 3' 1' I 1 ALTERNATE SHOULDER SECTION '``\ STA 1540+23 TO STA 1` �+ �� o•a�'% RO\.K FASCIA WA`_L oaoil- RI O _ SPEC. GRAVEL > lei BACKFILL 0.02'/ft. I �U a r/i FOR DRAINS Gv o 00 � �DI ` -• -- aa _ -.2(f J- 0.15' L1) UNDERDRAIN PIPE 6" DIAM. ALTERNATE SHOULDER SECTION STA. 1512+00 TO STA. 1513+25 RT. *NOTE' FOR BOTTOM OF ROCK SEE DRAINAGE PROFILE SHE-_' ! VAR. 4' - 8' 4' / -.-11 5' 1 P� ' 0.02'1ft. ano Ilrytit �ller 0 0- q vrJ ur SPE. GRAVEL BACKFI! b 0 02'/f t'� —(` ol� —�``'= cr:�=rcl g Q III FOR DRAINS. :O. _ 0.15 ,IDERDRAIN PIPE 6" DIAM. ALTERNATE SHOULDER SECTION X �13-25 TO S7 - - - "T 7 c ty . w., . AF