Loading...
HomeMy WebLinkAboutR-378901BUILT AS A 9714 SR 167 84TH AVE. SO. TO SO. GRAY WAY 110V AND SUDI- Washington State Dqvrtmwnt of Transportation (Aynrpik WaslAngtoan 99M Scale- i-lorii. l inch = feet Vert.1 inch a feet Mp sZ1. `� b trip I&,;;,3 Constucted Length •/. F`) ndk4 s9 Contract No. q,Zq a F.A. No..5-rPtL" Contractor 0A V, 0 Work Begun 5C M 13 19 f Work Completed to Q � ! 9 Pm}ect Engineer r NCO Got t- z District Transportation Admlu.:atrator o lv Approved 19_ Secretary of Transportation 0 0 N z PLOT4 NDEX VOLUME I SHEET PLAN N0. REFERENCE TITLE NO. I I INDEX 2 V1 VICINITY MAP OTWI QUANTITY TABULATION WALLS 3-10 S01-S08t. SUMMARY OF OUANTITIES 8P.. SHT. 1 WALL 6 11-17 RSI- RST,:� ROADWAY SECTIONS SR. SHT. 2 CONSTRUCTION SEOUENCE 18 -25 OTS1 -OT58 QUANTITY TABULATION SR. SHT. } TYPICAL X- SECTION AND NAIL DETAILS 26 -46 SPl-SP21 SITE PREPARATION PLAN 8R. SHT. 4 SOIL NAIL WALL REINFORCEMENT 47 -54 RFI-nF6 RO LIWAY PROF11_p --- BR. SHT. 5 SOIL NAIL WALL DETAILS 55 -65 SNI -SNll iTRUCTV NUTGi�•,a�a� k2 r3 LAYOUT - WALL 7 66 -86 D1 -021 DRAINAGE PLAN W4-W6 LAYOUT - WALL A 390 87 -90 DPI-DP4 DRAINAGE PRUFILE W7 WALL DETAILS - BARRIER WALLS T 5 8 299 91 F, DP4A DRAINAGE PROFILE we WALL 9 300 92-93 DP5-DP5A DRAINAGE PROFILE WIC 41:: MEDIAN WALL 301 94 -99 DP6 -DPII DRAINAGE PROFILE WIT MEDIAN WALL DETAILS 302 100 -104 DP12 -DP16 DRAINAGE DETAILS EI-E2: - ILLUMINATION AND SC &DI PLAN 303 105 OPl7 WATER POLLUTION CONTROL DETAIL ENI LEGEND & CONSTRUCTION NOTES 304 106 -126 EUI-EU21 EXISTING UTILITIES EN2 -EN2A CONSTRUCTION NOTES 305 ,. 127 -132 OTPI-OTP6 OUAN71TY TABULATION PAVING EN3 -EN4 SC &OI WIRE NOTES 133 -153 P1 -P21 k PAYING PLAN EDi-ED12 I SC &DI DETAILS 306314 154 Pot PAVING DETAILS E013-EDI5 ELECTRICAL DETAILS 315 -317 155 -16 0TCI -UTC8 OUANTITYY TABULATION TRAFFIC ITEMS CAMERA POLE DETAILS 163-183 I CHI <CH21 1 LKANNELinATIGH PLAN IINuLA VOLUME II SHEET PLAN REFERENCE TITLE NO. 1 __ TITLE 251-253 SGI-SG3 184 OTWI QUANTITY TABULATION WALLS 254 SG4 165 8P.. SHT. 1 WALL 6 255 CC1 186 SR. SHT. 2 CONSTRUCTION SEOUENCE 256 -272 SSI -SS17 C 187 SR. SHT. } TYPICAL X- SECTION AND NAIL DETAILS 273 -293 SIN1 -SIN21 l88 8R. SHT. 4 SOIL NAIL WALL REINFORCEMENT P94 SIN22 189 BR. SHT. 5 SOIL NAIL WALL DETAILS 295 SIN23 190 -191 k2 r3 LAYOUT - WALL 7 296 -29T SBI -SB2 192-194 W4-W6 LAYOUT - WALL A 390 BR.SHT 1 BRIDGE LAYOUT 195 W7 WALL DETAILS - BARRIER WALLS T 5 8 299 BR. SHT 2 PILE LAYOUT !96 we WALL 9 300 BR. SHT 3 PIERS 1,2.3, AND 4 197 -203 WIC 41:: MEDIAN WALL 301 SHY 4 SLAB REINFORCEMENT 204 WIT MEDIAN WALL DETAILS 302 BR. SHT 5 TRAFFIC BARRIER 2GC• -2 `� EI-E2: - ILLUMINATION AND SC &DI PLAN 303 — BARLIST 226 ENI LEGEND & CONSTRUCTION NOTES 304 SR. SHT I BRIDGE MOUNTED SIGN BRACKET NO. I 227 -228 EN2 -EN2A CONSTRUCTION NOTES 305 ,. _ SIGN BRACKET DETAILS 229 -230 EN3 -EN4 SC &OI WIRE NOTES '''OYS[ .`_ _ DJAN711Y TAtsutATION '_ _; .j 231 -242 EDi-ED12 I SC &DI DETAILS 306314 CSl -CS9 CONSTRUCTION STAGING 243 -245 E013-EDI5 ELECTRICAL DETAILS 315 -317 TC1-TC3 246 BR. SHT t CAMERA POLE DETAILS 247 BR. SHT 2 S. 212TH CAMERA BASE 248 BR. SHT 3 S. 180TH CAMERA BASE 249-250 SI-S2 !C:IATIC DIAGRAM SHEET NO. PLAN REFERENCE NO. TITLE 251-253 SGI-SG3 S. 212TH SIGNAL 254 SG4 S. ISOTH SIGNAL 255 CC1 CONTROLLER CABINET DETAILS 256 -272 SSI -SS17 C SIGN SPECIFICATIONS 273 -293 SIN1 -SIN21 SIGNING PLAN P94 SIN22 SIGNING DETAILS 295 SIN23 SIGN SUPPORTING /MOUNTING DETAILS 296 -29T SBI -SB2 MEDIAN BARRIER FOUNDATION 390 BR.SHT 1 BRIDGE LAYOUT 299 BR. SHT 2 PILE LAYOUT 300 BR. SHT 3 PIERS 1,2.3, AND 4 �60'. 301 SHY 4 SLAB REINFORCEMENT 302 BR. SHT 5 TRAFFIC BARRIER 303 RR. SHT 6 BARLIST 304 SR. SHT I BRIDGE MOUNTED SIGN BRACKET NO. I 305 ,. SR. SHT 2 SIGN BRACKET DETAILS '''OYS[ .`_ _ DJAN711Y TAtsutATION '_ _; .j 306314 CSl -CS9 CONSTRUCTION STAGING 315 -317 TC1-TC3 TP.ACFIC CONTROL _ X. PLAN REFERENCE NOTE: ALL SHEET REFERENCES, FIRST NOS. OF STRUCTURE CODE DESIGNATIONS ���ry- f M0. AND MATCH LINE SHEET REFERENCES, ETC. THROUGHUUT THE PLANS. I t �� "AS C114Y11 RUCTE© ' WIT REFER TO THE ENTRY IN THE PLAN REFERENCE NUMBER BOX. liR\ f�gYV v.. —_ L PLAt's guys 'REM^-0TvujSTT0 FED.AID PROJ.NO. c �f PROGRAM DEVELOPMENT AWA SR 167 j DESIGNED 8T 10 WASH + � DIVISION Mashington Stote 84TH AVE. SO. TO SO. SADY WAY ENTERED BY — s:r: ar r�s� ar+a - Department Ot Tron4portat i on CHECKED BY o� .uscA . EE .FUM A lf'l ED T HOV AND SCS101 fN:CT PROJ. ENGR. °kT '! A*117Eif=IEN EHEET05A UC 93W047 �s�i� %iric+«.�` W. 1AE MD STUD OQNI T::S 1 DIST. ADM. 6/15/93 ADDED NEW SHEETS cTZA b 31TA JC t0 T"'tt YO May 14, 1993 317 DATE DATE REVISION BY ^G STATF1:2�mTMDCiI INDEX��� PLOTI NN 14 nom. C ,T- By -- f PROGRAM DEVELOPMENT Amk 10 IWASH DIVISION ft = Washington Stot* wrioDepertment of Transportation L,,,JNWKULItU -S" ONLY SR 161 V-1 84TH AVE. $0. TO SO. GRADY WAY ,.moo ECf,7 BY ww nvv AND 0.vA !T Sl ICH PROJ. ENGP. ---HJOB 93WO4 iByl UOTRACT W. /ftANS2/KK/wq3o4TmmrN VICINITY MAP w 317 I DATE LATE REVISION L4 a 11 SMELTS 0 { .1.>� -..— _,,�: .Y __,..+.et...;�..1Y' .. ... - �i. 3i�rt� '-•w:,,:x::.�;u�u�.+�'aah,,.. - �.,w. . a. s�FYSia ;�Ja"k.4d�c��t:.t�'°s,.v. ' v. i» ��nh__, ri.• i�sa .-'+n.�e"'Xie' +aeaa?�n7�ak§i; , , tcaa �a# sm€€ rct, r�r�e..,: w.. a�±srr�... m.- keaia. �". �s�: rtm' se.. evsa, �r_-- h�, �ca� .::- re,+s'sn+w:aze- to-.�.c..uciri� a» as.:�:v.,.:^na,�..a:,.,,G:.t. •a,."sa . T4J NOTES I I ► j ! I ! i l 1 ! 1 ! 1 ! I 1 ;� I" A§ ONSTIRUCT�D NOTE• THE SHEET kUNBER OF THE 'CODE' REFERSI l iq Afl!t► (��� j TO THE PL SHEEt NUMBER QF THE ! ! l I { ! ! ! ! 1 t i 3 1 I i I 1 1 ? i LJ�il�i V I CONTRACT PLANS. THE SECOND NUMBER I �' t 1 ! ° ! 1 1 m REFERS TO THE CONSTRUCTION FEATURE I ' i 1 g' 1 ( a_ i m ! ! m 1 ,. ! e i s i FOUND ON THE PARTICULAR SHEET. ;! 1 6. t �' o 1! FILE NAMES:STRNOTI.UKI I t t �, met • ` © . ' a ca-- .- + m � ` 5 11,16:44 RN ! 1 1 :I 23-Apr-93 I m I 1 9.. �. ! es. !°saj a t eri �.as I �`:� 0 1 tam•, v� i o'`v 1 1 " ! a' ! I i va _ , 1 1 I ! I I t i ! I I ! 1 i I ,- -I I CODE _j LOCATION I EACH 1 EACH i CY I CY I CY I i EACH ! Lr i Tom I TOM S LF 1 1 LF I LF I LF 1 LF I LF ! EACH I EACH 1 I I I f i-- ^---!_ - ° --- ---- --- ----- - ---° -°_•!_°._... 1....--- 1'----=. i.... = =- I .... ...I ....... 1- -' = °° t.- -°...1- .- ----1---- --I -_•• -- - -- ---I• °__ -. , -- __ -.I °.. __ °, _ - -f --- ._ -- l - { - ---- - l - - -- - _- 1 -- -- -- --- -------------- 1D1 -1 IDL1 895 +0Q LT TO L 909 +10 LT I I I I 2 1 696 1 ! I ! i 15 i f =1 -20 1 ! I ! I I A B F U :D1 -2 iDRi 893 + 53 (33' RT) t ! I 81 I ! i f ! f I -I- 1 d i -IK I ID CG- ----- i------------------------------ i ------- 1------- l------- i ------- 1--°-=-- 1-------- 5-=-= --- :------- 1 - - ---- -___'- ';-- _---- i- - -- - -- ..,..--- i- - - - --- - __- -- - --- - -- - - -...- - - - - -- - - - - °- - - --- - -__. -- - - - - -- - - - -- -_ -- - _ L DD i ! I 1 F L w -1 1= - - -l- ! i° i- =I f- 1 � - :D1-3 LORI 895 + 60 C18' Ri) 1 1 i 6 I S i I i t- i 1 27 S I I I i S C L F _!_, _- =_ °i-`- °- °_l = =- ..._;---_ --•I= ....- i - - - - -- - -•_- 1- - I--'.. - -;_ __ °- -1 -- -- ..__ - --1 ----- -1 =- - -_-i-- 1 --___ °!_•_ 1 -=..- -i------ `1` =`-- --f-------I- - °-- t . ... ___ :01-4° 1DR1 895 °+ 60 (44' RT)-- - - - - °- I i 1 I I -IY ! _ _ - ° -- I 1 i 1- S i i i i D FaL UtCC ® ;--- ---- i- __..._ - -----I - -. = -- - -- --= I - - - - -- i- .•_.=- 1------- 1 - -- - °• -- --- I -- -- ' ^--- -I-- - --- i ------1---- ° °- i-- ----- l=- -' - -`i ----- -1=---- --I---- -- - -` -- -- ---- 1--- --- -I- . ° --- --- --- : D1 -5 1 DRI 897+ 73 (62' RT) d i 1 l3t5 S t t : I i ! i S I -I . 1 10�F L U CC. :--- --- 1----------------°-------------1 ------- f------- t....-°- I ------- i =------ 1 ------- 1------- I...- -- ------ l•• - °`- - --- ---1 - - =- -- --- --- '.------ I------- - - --- ------- `-_.. -- - ---- -- ----1 ---- -- i - - --- ------- '---- __° -------------- 02-1 1 L 900 +10 RT i i 2 i ID7 I i t t S i t i S I i 1 H I - I-- -----t =- - ..,1-- - --- -I - °__ - - - -° °- I--- --= -I' °'- ---!`-- -- i- ..._- -I-°-----1 -. -..- ^-i --- ` -I--- - - -; l---- - -` - - - - - -5 - - °---1 .. 192 -2 ! L 902+00 <88'RT) I 1 i ! ii 1 I d I I : I ! -I l 1 -iU !� !i i Isl i 1 1 G F L -i--- -- - -5 - -- -- -i - --- --I -- - - - -" -- _- ---1- `i ---^ -i- - - ----' -! ------- l--- -- -= i------ -i----- -- i--- - --_!_ .._. i ---- t_..._• '- ----- t------- i------- :--• °_ -I- I 102 -3 -- L 902 +00 (94'RT ) - ---- ---- -- == i - -_-° ! ! -51 I 3 i- I ! - - - -- I == t -- 11 1= - 1 3 . i !- _ - °.. I too I - -_ -- -- I . °--- -t -._.. ---° r -_ --- _ -`- A�6 F L N °N JDD ' 1 -i - ---- -! °-- - '- ;------ -I--- -- -`I---- --° ----- -- ._ - ^i--- I -=- --- i -- --i- ----- : -! -!- I- - - =I----- - :02 -4 ------ L 907 +50 ^<3'Rr i 80'RTT - - -1 _ -!- -- - - - - -2 ! 2 I { 1 1 1 =1i 5 { I I 3U ,� 1 -I- -1- -- --- -- ---- --- ---- -- ------ -- ° - { -°° ---1• _..;.- - - - - -1 =_ i - -- °-1----- °i- ---- -- i ==-- - -_i_- -- 1--- _--- t- °- ---- I -..._- 1 -- -i- - I------------------------------ i----_-- i....... i------- i = =. : ------- I....... I ------- i ------- ' ....... ------- I- °-- --- I ------- 1....... 1------- I ^ - 1 -- -- - -I- _ -- ---- ------- - -----l....... ;__-----f- -I- - _ - - - -- :02 -5 1 L 909 +60 (65'RT) I 1 1 35 1 it i I I 11' i -iA , t I 2 I : t I ! I IO K L -k :------ i------°--------------°--°-°--- f-==--=- I------- 1..-...-l------- 1--==--- I----- -- I-== ---- t--- --- °1- - - -`. ' - -- _ - - ° ° - °- - ---- -' °- '- ------i =- - -- i ---- - -1= ---- -' - - - - -- - - -_-- ' --- --- -°-- --' ---- - -1-`° --- - -,- - -- - -• ---- :D2 -6 I L 910 +50 (3'Rt E 80' RT) i 1 ! 1 t I S 1 1 : ! I I I toai i I i I 1 t i I 1C 0 L 0 U X S-_- `_- :-- --- --- - °---- ----------- -4 " I---- ''- 1 °- '_- --I -_ -. ° -1 - ° -" '-1------ _;- .- '---{ - °_. - -- -- -- -__. - °--- - : - ---' ° ---- -- — ' -- ----- - - -- ----- '--_ -_a ._-- -- _ - -.° '- °- •i° .-- °-I^-- _--- --.. °._ 102 -7 !L 901 +00 (92' Ri) I I { 43 ! i 1 i i f t 1 I ! ! i I IC F L 1------ 1-- ---------- - ------------- =°-- I------- i------- i------- I------- i------- t=------ i------- i - = -- °-! _-- °- - ------- - -- -- ----- - - I` -- -- -' -- ° °-- -1 --- =- _.--- - -- °° ------ I - - -.. !_.. =`- °i ---- --I-- =_.a__.._.. -^ 02-8 !L 903x00 (79' RT) I i t 46 S i 1 ! S ! : I ! t 1- 1 1 i IC F L - - - -- ------------------------------ °-- ---1 - -- -` ---- --I - - - --° ------ I - = =... ------ i ^...°..._I ------- 1- -- °..- - ---- ^t_. " '- - ------I - - - - -- ---- --1- -... -- -- ---- -i- - -= °i--- ---- ------- -- -- °-j-- - - -- --------- - -_ :D2 -9 IL 904 +00 (75' RT) I -i- 1 =19 f °1 i �t t i I 1 ! ; i 1( -F�L- - I.. =- ° °-! - ° -- ° -I -= -- R-i °-°-- - =i...= I ==- '--- ------- °----- 1. - =..° ___•-- ...... --- ---- ------- . °__- _- °--- i- -- - -- _ -----1 - ----i- -- `- ---1-- °- 1 - --- ---•-- -° S D2 -10 ! DRI 899 • 86 (40' RT) 1 I I 172 : ° 1 A 1 1 t t -1 :03-1 ! L 913 +SO (3'RT) I i 1 8 i ! 1 1 t i ! i i 1 1 { ! 35 ! i 1 I I { I I C G L G U -1- ...- `I------- 1 ------- ' ------ i== =- =- °i------- 1. ------ t`- ...... =...... '- -- ---- 1- - - - -- --- -- -l----- - - - --- -- -- --- '- - - - -- '--- --- -`-- °-- °-: ------ i------- i------- ' - - --- -' ..- b 1D3 -2 i L 916x00 <3'RT) t 1! 1 12 I° ! i i I i 1 I I �j- I I i : [O 1 °I I ;- i I I- I IC _6 L P U X i°---- i------ - ----------------------- i ------- 1 ------- {------- 1 ------- i ------- 1 ------- 1 ------- i------- t-` ----- 1 ------- :_ ------ 1- i'- - -- -- I --- - -- ---' _ ` - ---- -1 - - - - =- ------ 1_-==--- 1 ------- I------- I ------- I-- ----- 1 ------ - -'_­- 103 -3 1 L 916 +00 LT TO 926 +SO LT { ! i 1 1719 , ! I I i 2 1 1 ! 1 10 20- I i I ! S SA 8 F L N U DD ;------ 1 ------ - ----- ------°-------=--- 1 ------- :-----=` I------- I ------- i ------- 1----°° .i ------- ! °-- -- •'i------- 1--.... - ----- l - - - - -^ '- °-----I ^ ^ - ='• -- --- - l -- -- I-._. ..l- ------ i-- -- --- I - ---- l---- - -- t-° -_- - ---- -I - °= _.___- -. -- i -! . : C 0 -L O U X ID3 4: L 919 +00 -- --- I ! ! 4 1 t t I 1! t ! =1 1 -1 -i- 10 1 I i -;_ i 1 I i 1 t I 1 t $i= I i -I I t ------------------------------ ------ °--- '_{- •- = ^--i- -= ---•: °---- °-I---- ------ ° °--- °1-= =•- °- 1 ------- ------- i------.j------- I------ -' _--- -- ------ 1 °------ i-----_ .- _- -- ------- ------ i•_ =..._ ----- 104 -1 1 L 926 +50 (3' RT) i S 2 1 2 i 1 i 1 1 S 2 i i 1 ! 20 1= 1 ! -i- =i� 1 i IC =0 L�t U X :D4 -2 1 L 929.50 (3 RT) : I i : 4' : i -1 : ii i I I 1 15- ! i -! ' I 'C 3 L G U X :D4 -3 1L 930 +00 LT TO L 938 +00 Li 1 I 1 1 60 I 425 1 I I 1 i -5 ! 1 1 30- 20 : 1 ! 1 .1 I .IA B F L N U DO 1 -- -- -l---- --- ------- ----------- =- ° °i------- 5---- ._ ^t ° ^ ° -- " 1-°---_- i------- t---- °--1-- --- -- i- ------ 1 - - - - -° --- °-1- ''--- -1- °-'-- !- °=_._ °i------= j- - - - - -- --- -- i ----- -- ° °- -l- - °____!_ ... ------- 1- °•- '- °I ------- l .._... I-------------- 104 -4 i t 932 +50 C3' RT> t i 1 4 1 i I i I I i -I I 1 ! t 10 i '� i ! a1 i if G L 4 U X ------:------------------------------ t---=-=- 1------- I------- 1------- I-_..=°= i------- i ------- i-.=..__;------- I--°°--` i------- l------- i------- 1 =... =- -- -- -- -I- - -- ` ----- -- --- -l------- I - - -- -- - -- -- ----° 1- - -- -^ 1D4 -5 1 L 935+30 W RT) ! 1 I ! 5 I 'i -1- 1° -i- -1° ___= __j.__._ _ _ °.-- - I 1 1 I i 14 I i i i :C O L P U - 1 =• - = -` '- -- ---- 1 ° - - = °_ ---- =-- i....... 1-- --- °- 1-- . =- - =1 - -° -- -- - - --i • - °_._ ---- --I - =- ^-- -- •• =- =1 ° ° °- °-1 ------ 1= ._ -- - °I - -----i------- j-----^^ I------- 1- ° °- =_= 1------- t ------- i --- = =° i° -- ---- -_ 104-6 1 L 938050 RT I i I i i ! : 1 ! : : 1 I ! : { : 1 1 ! 1 : I °1H -I i-- -- -- ------ -- --- --- -- ..- -^-- .....i......_ --- --- ;- _- . ° °_ { °- .---- 1 °-- - =' -1- - -- ° I--- -'• -t = =° ._ ' - -- --1 - -- .- __- _I - --.- -- `-__ +_ ----_ -°-^-- 1°- `•'- -1-- ^-- --l--- ^.._1- -- ----i- I ---- - - -i° - -- - - - - -' -° :D4 °7 ;L 939 +50 Li TO 942 +SD Lt i i 1 i 77 i i i I ! 1 30 t i I i I ! I i : 1 I 1 1 t iJ F -- --- ------------------------- -== '= t------- 1------- i....... 1 ------- I - -- -I----= ..1. -..... - - -- ..-°-- i- = °__._f....... 1 ------- I...... .-- --- I- - - - - - -! _- _- --;-- ---- -1- ------ 1- - -- - -- ------- '- _- °_._I------- i °------ '-- -- °..1 ------- _ -.._ 104-8 !L 938 +00 LT ! { i 30 I 1 1 °i 1 i I I ! i 1 t i i 1 J I I 1 it -- °-' ------------------------------ i------- ;.....=- I------- 1 ------- ------- 1 ------- 1 ------- I------- 1 ------- --- ---5-- - - -° -- °---- I- - - - - -° 1 --- ----:-- ----° - - - -I °- '-- - -- -- 6 '_- ....= 1-- ----- ------- a I - ----•i ------- I--- -- .......... _ {! 1------ 1-- -- ---- -------------- ----- - --i-- ------ - ---1------- t--°----:-_----^ i-----°- i= _--= `- 1------ -l-- °- °- -i -- =. -° - 5 - - - --- '- - - - - - -' -- --- -1 -- .-- i------- t------- i-------- - -_.._ } - -- ----1--- =._ -- -----l- ------ 1------- -- ---- °1- -- ------------ - 105-1 !EU -S 41 +60 (32' LT) I ! 1 1 2 1 1 1 1 1 -1 5 1 I 1 t 10 1 t 1 i I i 1 i i 1 SC L U FIR =1- I ------- 1 ------- I ....... I ------- 1--- •__- 1 ------- ' ------- 1 ------- - --- - -1 - -- " -- i------- t....... I ------- I - - - -`° -•----- I--- --- -1- -- - - =1 = - -- - 3------- ' °...... 1 - --_ -- _° - - -- -_• !DS -2 tEU -S 42 +50 (32' LT) I I I 1 1 2 1 1 ! t 1 I 5 1 i S : : 12 I 1 i i 1 I I I 1 i 1C J L B8 -I----- --------- ---- --- ---- ^--- -1 = - -- -- I------- 1=•----- I------- 1-=•_-.. I------- 1---- °- -I-- ---- -i-- ---- -1 =_` - -' i------- l------- 1------ = 5.. =.-- _!------- I ------- i - - - - - -' - -----! __- I - -- --'-- ---- =i = ° -- °-5 - - -... i------ "--------- _. :DS-3 I EU -S 40 +00 LT I I i I I I. i 1 : 1 : 2 1 1 i i : i 20 S i I= I i I i 1 1 i i C L J 1) PEI -i -------------------------­--- 1--- °-- .1- ....._t...... -I-` ---- I-...... 1=.-=--° 1--- °- --f-- =...•i--- --- -i-- - --_ ---- --t -- -__- ' - ° °-- -- i °..- .. =I---- --- i-- -= -- -- -- --t = =• --- I------- �-- • =-- `1------- '------- ------- � ------- 1 --- -=° -..-- 'D5 -4 IL 944 +00 LT 70 L 948+00 Lt i 1 1 -698 f I i I ! 1 20 1- 1 I i I t t I N F j -- - -- - -- --- --- ---- -- --- -- - --- ------ 1 ------- I- _°°°- -i - -- ° i------- 1...-=-- 1--- .._-I- ------ i' - - = -_ ---- --1= ...... I ------- l------- i- --- 1 - - - --• --- - - -- -- ---- '---- --- 1- ----- -i - ° -- -- ---- -1 -- - - -- '----- °- ---- -- ! ------- _.....° 105 -5 1EN- S -41 +00 LT I- I I S =50 i i I i 1 1 i i I- ! I 1 -I ! t !Z -1 -- -_ - I----- --l-- ..=--1- =-- -- - ---- - I -- - - -- " --`--- 1- -- --- !..._.. 1 -- - - -I- °-- i- --- -- -1- =-- ° --i- -° -- -1 -_° °- 1 -----= i =--- -- -I------ -i-- --- --1- - = - - -- ------I --- `i-- -----1 - - - - -- ! ° _ _.. -- ID5-6 1L 949 +00 LT TO L 954+50 LT i I 1 1 379 1- 1 -1- 1 1 ^iy -20 i -_ I t : i -i® ( ! _1 - -_ - =- _------ t- _ = - - -_ - - -- I___ - -_ -lJ N F ------------------------------ i--- ----f =_ ---- 1- - - - - - -: ------- l---- --- 5= _----- 5------- 1 - - - -° -- -t...- .-- -.1--- .._.1 ....... ' --- ---I-- --- --l- -- - - -- - -- -- i •__ _. 1--- °- i- ---------- - -- °------ °--- • - - -l- ° __- -i....... 1------- t- _ - .- .t------- l------- { - --- - -1--- --= -I - --- - 1--- --- -I -- -° -- 1------ -5 - - -- --! --- - -1 -- - - --1 - -- -- =I-- - -- -I -- -- °. -- l == = = -. I------- i--- ---- i---- --- i------ -i---- - -_- -- .. 1 : SHEET TOTAL i 5 1 2 1 683 1 3058 1 1321 1 i °9 1 0 1 -6 139 i0 1 i -0 i =0 1289 ' °7tl .t00 ' -4 1 4 I I t i-- °-- ,------------------------------ 1- ...--•'I ------- I ------- 1 -- -__ 1...=--- 1-------,-----_. t.....-- I------- j---=-- -l----- - °I = - - - -- ---_`- t =...... j ------- 1--- ---- -- ---•l-- -----!---- - °-,--- - - - -1 - -_ -- , -- ---- I - --- -- -- -- •---- °- --•• -- DOT FORM 227-0eo Ri12e87 is K UO-Vq 0 TAT FED. AID PROD. NO. HIGHWAY DIVIGION vEe AOM ' Washington State f Deportment of Transportation SR 167 84TH AVE. a0. TO 50. GRADY WAY IibV AND SCSDI SN2 ortAww I CI WASH - CHECKED _ . 93W047 + 56 00 317_ w0.;. tmrp ( STRUCTURE NOTES DIST ADM. STA. 1'1NG�UANfiTiEB c Coti20. DAT DOT FORM 227-0eo Ri12e87 is K UO-Vq 0 �C*..7.Mr���.�w;3.am..+ 'iH�,:".C118 - iYSVi. Aa< e. aia�aL:... �,tCS?.iii.°°v:SxzitMdE'.Ln.1lt T•'�S d0. 'arscazaS Sm.sx:LSrs.•'...ld ®.. ""��.1v_��:3^.s° -.A•v �._ .. �< •.. •.,. a - n- a.s.'..u. ay. N. � k 9C .elska�N 4 ' aw�ers_.R <ai�, ' nsm- aais- w�.zr..m,..�,'s•.a'.�. -y Z..e.�J'^..'�ik.�.'�.�".l'l�•° : l" �.. 'fh ".�MLS3l. °..e�4' >Lr`n.'03iJ' .- ,rniaw.vuv.rira�.n•.».:�w^i •. 'i• ...s ., a..um- v✓,r�.[w wwx . :4..� ":S`SYLi .�. s...�.v S,.Y.R 'uvae �iii.3ss�.�w- Im' -69ax - '[. ..` •.. -'. .. . STRUCTURE !VOTES t ! t i 1 I I _ � � I I t ! t I 1 S 1 I { ! ! 1 NOTE • I I 1 m axo ! ia�a m 1 i ! I E THE SHEET NUMBER OF THE 'CODE" REFER51 1 1 i i I ° 1 �' ° z : 1 a TO THE PLAN SHEET NUMBER OF TYE I I I z i °i I °' x ; , s ac , � x aa... ; d � m m m ae ! CONTRACT PLflNS. THE SECOND NUMBER 1 .�+ 1 �+ 1 « 1 m� S c� e I vs cis cis coc , ! .+o 1 0 t 0 o ® ! I REFERS TO THE CONSTRUCTIOH FEATURE m 1 m m 1 m o I 1 o c i oc� o o I o c� •+� s m s m ° m i ° 1" o' ® I I m FGJND ON THE PARTICULA' SHEET. ! pa i as 3 va 1 m 1 t m c� ! u i '� o� 1 % �0 1 F .JJ. . ' 1°. I z o t t- t �- t r I vae 1 z I I •avi •ae ' •:a 1 •o x vx t a.o � J I S ! H �% I 1 z 1 w ,.., , m 1 0., _.. , m._, 1 cr. � , n.a an � v 1 r. �... m c� u.. v o:. ca a.. , O v �c a ee 1 x s sa •c o m z, 1 m e oe i se z ue .� ! as 1 I J I -e v ,.. 1 r- ae I 1 m 1 co 1 m m c� o ea �e v z e� t v +� F v, o v� ua .. as �. cn po r. 1 m w m o. m o. z m ' m J o ff < o r, s i t� a 1 0., , W z 1 c- m 1 :o I �0 1 acl c� 1 1 I ae.. m..� 1 or.-, , oe... ± rt , ! aac� 1 1 m._, ! mo 1 m Fj � ! m z ! i� coo., I ,o. y z m m m m v a , ..+a. 1 c. a, a m v, , o x 1 v �-. ! r• , m t� , E- , , FILE NAMES:STRNOT2.WK1 i i t N I x S -+ �+ a- z� �-a -gym a }- m on ! se-1 ac. i m w m x CC a h~. r-, m r+ab , .--� of = c0 = m J , V Y Po D :ii 1 {� m , Cd ! t ! J d �.. f �� 1 e.�.•,1 .•+m I a-m t 1 m. �a i m � m � mm. 1 om me 1 Yz i �m I '�°.., �a I z . 1 ne�l mam m m 12'13.16 PM 6 s- 1 �- oa viz 5. i z mm ! 1 m 1 av I <� ! do s e ' �j 1 • • ie0 ' !N !.o' OY ' mm ' ' Jin , Jm , JCG , JM , OF , FJ 1 bM oSd , OS...+ mW O ; [-• jJ 1 FJ J m 23-Apr -93 1 e�.. ! ea.- 1 cae.l x�- 1 E-m t 7 c�ua , caw c� n c�crs s m , wee vim i cats va caa V IL v w m ! mon o m i-- ----t --- ------- - - - - -- - --- --- ---- -- i--- ---- -------t LF - ---- ---- - - -- 1 ! I 1 i CODE - _LOCATION - - -- I EACH I EACH I EACH I EACH I LF i -I °_LF I LF LF LF CY 1 SF CY C'Y ! CY SY 1 CY I L6 I SY ! I I i-- ----1-- - ---`-- - ----- - -- '-- - --- 1 ----- -i------- - ----- ----- -- - -- --- ---- -- --- -- ----- 101-2 IOL1 895 +00 LT TO L 909 +10 LT 1 1 __ - - °_1 t 1 i °___ -. - ___ - °_1_ 14 ' BS t 3 ! ! ! 10 1 % % ! I I------l--------- ---- -- - ------ ------ --1--- - - --i- l---- --- 1--- -- --1- - -- ---I- - - ---- -`--- -- ----- -- - -- ---- °- ----- --- -- -- -` - -^ •--- - -- - --- °-- --- °- - --- - ------ - - - -- -- -- - ---- ------ -- -- --- - - --- -- ----- !D1-2 1DR1 893 + 53 (33' RT) 1 I 1 i t t 1 I i i ?07 1 3804! 1980 i 3 1 107 1 240 1 1 1------ 1------------------------------ I------- I------- i------- 3------- t--- ----i- ---- --i- °-- ---' - - - --- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- -------- - - - --- !fii-3 IDRI 895 + 60 (18' RT) 1 i i 1 i I ! t------'------------------------------ i------- 1------- 1------- 1------- 1-------{ -------l-------i---- -- -i- -- - - -- - - - - - -- --- ----'- -- ---- - --6- -- - - --i- -----3- ------- ---- - -- ----- -- - ------ ---- - -- - ------1- ------ ------- I 1 !D1 -4 IDR1 895 + 60 (44' P.T) I i I 1 1 i { ! ! 1 213 360 1 4 122 250 1 t-- ----1 ------ ---- -- ---; -- ---------- i-------'------- i -------I- °--- -- 1-- -- ---i- - - - --- ------- ----- - - -- -- - -- - --- - - ----- -- -- --- ^-- - - -- - - -- --- ------- - -- - - -- - --- --- ---' - - -- - --- - -- - - --- -- -- - - --- ------- ---- -- -- _- ----- ---- - -._.. 1 D 1 -5 1 DRI 897 + 73 (62 RT) I 1 1 I 1 1 I 213 i 403 825 t 4 1 122 250 1 1 , , i ! l------------------------------!------- I------- i--•----'------- t ------ -t- -- --- - {- ---•-- l------- - ------ -`- -- -- --- - -- - - -- --- ----- -- ------- -------I- - ----- ------- ---- - -- ----- --{- --•- -- - ------ ----- --I- -- - --- --- ---- ----------.,.._.- ! tD'2 -1 1 L 900 +10 RT ! i ! i I t ! 1 ! 1------ i-----------------------"°----!------- i------- I------- l- -- --- -t------- '- ---- ---1- ------ --- - --- - ------ - -- ---- - ------ ----- -- -- --- -- ------- - ----- ---- --- ------ - ---- -- -- - - --- - - -- --- --- ---- - ---- -- -- -- --- - -- --- -- ---- -- ! i ! ! ! 1 ! 4 i ' 1 1 2 1 { L 902+00 (88'RT) ! 1D2-2 ! ' 1---- --t-------------`-- °------------ I------- t-----^- I------- 1------- I^-----` I -------1-- --- --t---- ---i---- - -- - - ---- - --- - -- -- ----- ---110- --1090- - --° -- - --- --- - ------ --- -' -- - -- °- -- ------- --- ---- - ------ ---- --- ----- -----.._..._---- 0 40 102 ^3 L 302§00 (94'RT) 1 1 3 1 1 3 20 0 1 1 , 1 102 -4 1 L 907 +50 (3'RT i 80'RT) 1 I 1 1 1 ! ! ! ! ! i I 18 ! I i 3 1 !- ! i ri i 33.SS i 31.94 1- -- --- ----- ------- ------ ----- -'---- -- -' - - -- --- -- -' --- -- i----- --! -------'-- -----i - - ---- -- ---- --- - ------ --- - --- -- - -- -- -- ---- ----- , I ! 1 I 1 1 tD2 -5 1 L 909 +60 (65'RT) 1 ! I I i I I ! i 20 1 i I 24 155 1^ 6 1.64 3il '---- -- i--- -- -------- ------ -- ---1 -- i-------1-------i-- - ---- - -- -i- -- ---- - -- - - -- - --- - -- - -- - - -- - -- - --- -- - - --- - - - -- -- --- ---- ----- 102-6 1 L 910 +50 (3'RT & 80§ RT) ! 1 1 5 t 1 33.0 .93 - i -i ! 1 -1 1 901 +00 (92 RT) I ! ! ! i 100 t i 100 i i i 1 i 1 36 i 1 1 10 ! 102 -7 i 1 ! ! i 1 ^31 ! tD2 -8 tl 903 +00 (79' RT) t i i 1 100 t 100 i 1 46 1 1 10 1 - __ i------ t------------------------------ i---- ---t- ----- -1-- ---- -i-------i - -- ---- -1- - - - - -- - ------ - - - - - -- ------- - ----- --- - - -- - ---- -- -- ---- - - ----- - - - -- -- - --- --- --- - --- - -- ---- -- ----- --- -- ------ -- - - --- --- --- -- - , 1 , 102 -9 IL 904 +00 (7S° Ri) t 1 i i I too i 1 100 1 i ! t ! 32 1 1U 1------'-----^------------------------ I------- 1------- I------- t------- i --- ---- 1-- ---- -t- ---- --l- --- --- -- -- -- - -- - - -- ----- -- - -- - - -- - - -- --- - --- --- - - - ---- - ------ -- ----- ------- - - - - -- ------- --- --- ------- - - ----- - ---- -- --- --- -- - - - -,. i 1 10240 1DRI 899 . 86 (40' RT) i 1 1 I I - -I- I I 214 1 450 1 9501 4 1 123 250 % - -- - -- - --- l------ t----------------------------- -1----- -- i-------I-------i-- --- ------ I -------I---- ---I- ------ t----- -- - - ----- --- -- -- - - --- -- --- - -- - -- - -- ------- - - - - - -- - ------ -- -- --- -- -- --- - - -- - ID3 -1 1 L 913 +50 (3'RT) 1 i I I i i { to 1 4 1 _- _I -_- __^ - - -_ -- 32.05 31.19 i------ '----- ----- -- -- -- --------- - ---- -------'-------I-------'-___--- i ------- '------- I-------t- -- - --- - ------ ----- -- - - -- --- ------- - - - -- -- - -- ---- --- --- - - - - -- --- -- -- -- -- --- ----- '- ------'- -- ---- --- --- - - -- --- -- -- -- -- --- -- --'- -,.._,_ !D3 -2 1 L 916 +00 (3'RT) 1 1 i i 1 i i I 1 •1 i 33.80 2S.44 , , , , i ! !D3 -3 1 L 916 +00 LT TO 926 +SO LT i ! 1 1 1 i i t i i 1 ! 17 250 3- 10 1 1 1 % 1D3 -4 1 L 919 §00 (3' RT) i i 1 ! 1 t t t ! i i ---- -- ----- -- - -- ---- -- - -- -- - - -- - -- - ------ - ---- -- - ---- -- ---- -- ------- ------- - ----- -- - , 1 5 1 I 1 ! 31 35 'U 45 1 !D4 -1 1 L 926 +SO (3' RT) I i I I ! 1 1 1- •7fi l------ t------------------------------- !--- --- -I-------t-------t -- - -- -- ----i-- -----i----- --'---- -- - ------ - - - -- -- - --- --- - -- - - -- - -- ---- -- ---- - - - - -- - -- - --- --- - - -- ------- - -- ---- - - ----- ---- --- --- - -- - 32 -81- - 28 - --- -- ------ -- ---- , i I 104-2 1 L 929 +50 (3' RT) 1 i i i t i 1 1 29.17 2S.S0 t--- --- t--- -- ------- -° ^ -----° ---- ---i-- --- --i- ---- ° 1--- -- -- 1--- ----1 - -° ° --I------- i- --°--- I• -- -- -- - ----^- °-- -- -- - ------ -- - - -- - ---12- ----75- - - ---1- - - - -- ^- - ----- - --- --- -- -- -- - - --^-- -- - -- -- ---•._ -- - - - - --- ------- - -- --- --- -- --- 1 ID4 -3 11 930 +00 LT TO L 936 +00 LT I ! I i 1! 1 1 1 1 1 1 ! ! 30 i 240 3 10 1------ i------------------------------ I-------'-------'-------'------- t------- '--- ----1-------1------ -- ---- --- - - -- - ------ - --- --- - -- - - -- - -- -- -- --- - -- - - ----- - - - - --- - --- - -- - ------ --- -- -- ------- ' - ----- - -- ---- --- - --- --- --- --- - - --- § i i i ! 1 1 29.91 27.50 t-- -4 L 932+50 (3 RT) 1 1 6 1 1 104-5 L 935 +30 (3'RT) 1 1 t 10 85 1 1 1 1 ? 30.16 25.06 t t ! tD4 -6 L 938 +50 RT I 1 1 0.08 { ! i SD4 -7 tL 939 +SO LT TO 942 +50 Li i 1 I i------ t------------------------------ 1------- 1------- i------- i ---- --- 1------- i------- 1- - - - - -- - -- ---- - -- - - -- - - - - -- - --- -- ---- --- - -- --- -----` - -- -- °- - - ---- - - ----- - - ----- -- ^- --- - - --- - --^- -- --- - -- -- -- - -- - ----- - -- 1D4 -8 !L 938+00 LT I I ' t i ! , 1 t _1 1 � t/? !DS -1 tEW -S 41 +60 (32§ LT) 1 I I i 1 I ! i 30 {------'--------------------^--------- 1------- l------- 1--- ----1---- --- t-- ---- -t- ---- -- -------'- - - - --- ---- - -- ------- --- ---- - ------ ------ - -- -- -- ----- - ------ ------- ------ -- ----- ----- ------ ------ - -6 -00- --^- 105 -2 !EW S 42 +50 (32' LT) i 1 1 ! 1 1 5 2 3z 28.00 1 1 -i i 1 1 .0 1 -r'� !OS -3 SEW -S 40 +00 LT I i % _ _ '- 1 , 1 i I 3 2 105 -4 IL 944 +00 Li TO L 948 +00 LT I i I I ! 1 , 1 , ! , , i ! C (` SDS -5 t -W -S 41+00 1T ! _ , t , 1 1 i !DS -6 IL 949 +00 LT TO L 954+50 LT 1 i { 1 1 I 1 1 _ _ , 1 , , ' i -t- 1 !+ I -t"Ft - 1 1 1 t ! i t I 1 �..J I ! SHEET TOTAL 1 0 1 0 1 5 1 3 i 300 1 1 300 1 0 1 20 847 U 2034 1 5995 42 555 0 1030 1 °0 I i ' 1 i ! i' i ! . 2,14 311 � ' `V' "ISTAT FED. AID PR(�a N0. HIGHWAY DIVISION — Washington State Department of Tronsporia4ion �R 167 84TH AVE. SO. TO SO. GRADY WAY HOV AND SCS01 SN3 10 WASH „u 93W047 )NTRACThio., SHEET 57 3 7 CTRI IrTl IRF NOTFS DOT FORM 221-NO R/12/87 iti x :'� amiva...:..: s. raaonm<,..+- wt.: �......... e,.....,......._,....-..-...- �::: �-:. ���...:.+ raee�r+ ��e+' r,�.�a...,4.- xv..»....•.,.�.�za �':.'`:1�: �., s:- =�"�:� :n'�*:a'�.aa. : ::%r- .�*:sYc�` � *�:'�. ..... :a�swsws�eu STRUCTURE MOTES m V z Z m TAT FED. AID ?ROJ. NO. HIGHWAY DIVISION APPROVED Washington State w 'M Department of Transportation SR S 847N AVE. S0. 70 S0. GRADY WAY HOV AND SCBDI SN4 10 WASH DRAWN FOR! "AS NNSTRUCT�D NOiE: { { I 1 : CMECKED Hu 93W047 sou. 58 3f7 PRa. ENGR. STRUCTURE NCiT�S DIST, ADM. 1i PLANS" ONLY THE SHEET NUMBER OF THE "CODE" REFERS! x i ry 1 AT i I o rs a I TO THE PLAN SHEET NUMBER OF THE CONTRACT PLANS TkE SECOND NUMBER ! t I : 0 1 REFERS TO THE CQNSTRUCTIQN FEATURE i Cb , FOUND ON THE PARTICULAR SHEET. tB V I mm, wx_ x_ i �O to ca i . i � � aos i tcs aaan t , s rn z ! S ! ° ' ° FILE NAMES:STRNOT3.IIK1 o �a i ..a, S ",.�- i v.... c O x.-� PO P. , F C m r-+ m° m mca bZ.l rso oa w v c> 11.52'49 AM I l ' o,xi , ,�,x.,I cm.>.x -. C-1 6- i s: ,� m -=e`v: i Kati v (�iaN..,: vUa:° yN v C-1 23-Apr-93 1 1 1 1 i : i ! i 1 : -'------------------------------ I------- CODE 1 LOCATION I I------- EACH EACH I-------{------- CY I------° CY i-------:--°---- CY I i -- ERCH --- --i-- LF -----i------ TON i -1- iON ---- -- - - --- -- ---- LF 1 -- -- LF- - - - -- LF - - ----- - LF - - ---- -- LF ----- -- - LF -- -- -------I-------1-------•-------i-------:-------i-------------- EACN EACH :DS -7 11. 9S1+OO (3' LT) I --- --- :----------- S i 2 1 i i I i -- - --- ------- i ------- i S -- -- -- ------- i i - - ----- --- i - --- -- 3 ---- -'- i i --- -- - 10 - -- --- -- -- -- i - - -- -- - - - -- -- --- -- -- - - - ---- - -- ---- i --- - - -- -- -- - -- i -- ---- ---- ---- :D6 -1 11- 941 +7S (31 RT) i 1 I 4 1 1 i 10 1C 6L 0 U 106 -2 :L 945 +00 <3+ Rr) i i------- I i i ------- 4 i ------- i ! ------- I i------- i i ---- i --- I - -- - -- i --- i ---- i ------ i -- - ---- - i - ----- i --- i -- -- - 10 I - --- -- i -- ---- -- ----- -- - ---- - - -- --- i -- ----- i 1C 6 L 0 U - - -- --- -- - -- -- ------- i - - -- --- i -- ------ - ° ---- i----°- 1------------------------------ I ! 1 1 ------- I 4 i i i------- I :06 -3 11. 950 +00 RT TO L 960+29 RT i I I 1 239 : 723 i { 11 i i i i i 1 i :H B F J 1. M U DD :D6-4 :L 953 +7S (3' Ri) I 1 ^i 1 I------- - ------ - - - -- -- - --- - -- ----- -- ------- - 10 - - - --- ----- i -- - i ------ -- ----- ------ - -- - --- i i :C 6 L u U - -- - --- --- i - - - -- -- - -- - - -- - --- -- -- ------ i------ : ------------------------------ i W -5 1L 948 +44 1 i------ 1 ------------------------------ i------- ------- I i I------- ------- I --- i {------- ---- i-- I :------- ----- l - I i------- ------ - ------ i 1------- i i i ------- I------- i -------- ------- i i------- i i------- 1 i - . ---- -- - -� --- --- - 10 i -- -- -- --- - --- - - --- -- --- - -- --- -- -- ------ - ---- -- ------- ------- ------ -- - ---- -- ------ - ------ 1 i i------ 1 ------------------------------- 1------- !D7 -1 11. 9S7+00 ET AL I 1------- i I i------- 2 1 i i------- i 1 i------- i I :------- i 1 i I -- -- ---i-- I - - --- - i - ----- ------- ------- - - --- -- - -- - - -- - --- --- - -- - --- --- ---- - - ----- - -- ---- - ---- ------- - - -- - -- - ------ ---- --- ----- -- --- ---- -- - - --- :H I 1DT -2 :L 960 +00 (53' LT) I i I i i i i I i i S j i i 30 :C i------ i ------------------------------ I ------- i ------- i------- i------- i ---- --- i --- -- -- i - ----- - i - - - - --- i - --- --- ------ - -- ---- --- - - -- i - - - ---- i - --- --- --- --- - - - -- -- -- --- -- - -- ---- - - ---- ----- -- - --- --- - - - ---- - --- - -- --- --- - --- -- - - - - - -- 107-3 11. 962 +SO (3' LT) i I: 8 1 2: i 1 1 i i i i 20 i i i i :L 0 P I1 i------ 1 ------------------------------ I :07 -4 :L 962 +60 Li iO L 964+00 LT I ------- I 1 ------- i------- :------- i ------- 53 1 i----- -..i------- ---- --- -- -- - -- - - - ---- ------- - ---- -- - ------ -- -•- -- ----- -- - ---- -- ---- - -- - ------ -- - - --- ----- -- - - - ---- -- -- -- -- - -- -- - - --- -- -- - --.. - -- :F M i^----- I------------------------------ i------- !D7 -S !L 964 +00 LT iO L 968 +90 Li i i-----° 1------------------------------ i I------- i ------- I------- i------- i : 1----•--- --- --- :--- i------- 144 1 --- - :-- i ---- -- - - -i --- I----- -- i------ 1 --- ---- - -i------- --- - -- - --- 7 1 ---- -- - --- - - - -- -- - - -- -- - --- --- - - - -- - -- ----- - - - --- - I - - ---- --- -- - - -- --- - -- - - - -- -- S ----- - - ---- ---- - - - - -- - - -- -- -- ---- -- - - - -- - --- - -- ---- ------- --- - - --- --- -- - - - -- -- ---- -- - --- --- i -- - -- -- i -- ------ - ----- i 18 B F J L M U DO - - - ---- -- - - - -- - -- - --- -- -- --- i -------------- 107 -6 1L 969+00 <3' Li) i i 1 i 1 i ! i 1 1 10 I 10 i :L OP U ! ------ I ------------------------------ I :07 -7 :L 969+00 LT TO L 974 +SO LT ------- : ------- i ------- : ------- ' ------- 417 i------- - - --- -- -- -- --- I-- ---- -i------- 7 1 - ---- -- - -- - -- - - --- -- - i -- - --- ------- i - 40 - - - - -- --- - --- --- --- - -- -- -- - --- - -- - ---- -- ------- ---- --- -- - - --- -- °-- - ...---- i A B f J L M U DD i- ----- i--•----------------------------- i 107-8 11. 960+40 Li ------- i ------- i ------- : ------- 1 i ------- 90 i i - --- --- i - -- ---- I --- i '------- ---- I- -- ---- ------- - ---- -- - - ---- - - - - - -- - - - - --- ---- ----- - --- - -- - - -- - - -- - -- - --- --- - -- -- -- ---- -- - --- ---- --- --- ---- i i --- - --- --- 1 - ------ - -- -- ---- --- --- --- -'- -- - --- - -- ---- ---- ---- ---- -- i { iZ -- - --- - -- 1 - ------ - - - -- ------'---------•---- i------ i------------------------------ i------- 1Q7 -9 iL 960+86 1 i------- 1 I- I ------!-------1----- --1- - - : -- -- ---- -- I - --- - -- --- -- -- - - - ---- -- - - -- - ---- -- -- 10 ! : - ---- - ---- --- -- - ---- ----- 1 ------- i -- -- --- --- --- - - ----- ---- ---- ---- -- 1----°- i------------------------------ 1------- '------- i------- I------- 1 ------- :------- :------- '------- ------- - --- --- - ------ - -- ---- ---- - -- -- - -- -- - - - - - -- - -- -- -- -- --- -- --- - --- --- - -- ------ -- ---- ------ - --- --- - - ----- --- -- -- -- ----- i08 -1 it 972 +00 (3+ LT) i 1 i 7 i i i 1 I ' 1 20 i i - -- :L O S U -- ---- ------- - -- -- -- - - ----- -- -- -- - - --- -- i------ i------------------------------ i 108-2 11. 974 +70 LT TO 980+00 Li i ------- :------- i : ------- ! i ------- i :------- 1 i------- 918 : i - ------ ---- ! --- i ------- I - S i -- - --- - - --- -- -- ----- - --- --- -- i --- -- 1 - i - - ---- 20 - - ---- - i -- -- -- - - -- i - -- - --- -- i -- -- i i IA B F J l n U DD i- ----- i------------------------------ I 108 -3 IL 974 +60 <3> LT) ------- I 1 i --- ---- I------ -I-- S i ---- - :- 6 1 - ----- i - ---- -- i ----- -- ' --- 1 1 -- -- i ---- -- - - 14 : - ---- - ---- -- -----° - --- --- -- - - - -- - - -- --- -- - --- 10 : - -- -- - - ----- --- ---- ------- ---- --- - - ----- ---- -- -- - -- -- -------------- i :L ) 0 P U i 1L U 5 U 108 -4 11. 978 +00 (3+ LT) : i-°---- I------------------------------ i------- 1: i------- i 1------- 8: I-- 1 -----i--- : i --- -i--- 1 i ----i I I - - -- -- i : i - I i - - -- -- - - -- - -- 20 - -- - -- - --- - -- - 1 - ---- i -- -- -- - i -- - - -- - ---- -- --- ---- - - -- --- --- ---- ---- - -- - - -- --- i -- -- --- I ---- ---- ------ 108-5 11. 980 +00 Li TO L 994 +00 Li 1 t t t 1 3755 i I I i S : i I i 30 i 10 : i A 8 FL M U DD 1D3-6 1L 981 +00 (31 LT) I 1 : 1 8 , 1 i 20 4' 1L 0 S U 1J L 0 P U 1 03-1 :L 984+50 <3' Li) i I 5 3 : 1 : I° 7 10 1 , 10.3 -2 11- 987 +00 (3' LT) I 1 ! 1 11 1 1 1 i 1 30 1 i I i ! IL 0 S : - - - ---i --- ---- ------------- -------- --: - - --- -- i -- -- - --i - - -----I -- -- ---I ---- --- 1-- ---- -i --- ----1--- ---- i - ---- -- --- -- -- --- - - -- ---- - -- - -- --- ----- -- ------- - --- --- i - -- - --- --- -- -- -- ----- --- ---- - - -- --- - -- - -- - - -- --- --- -- -- --------------- D9-3 1L 989 +50 (31 LT) { 1 I 1 8 2 f 1 1 1: i 5 i 20 1 i i 1J L 0 P ti :------ i ------------------------------ I ------- I ------- : ------- i------- I ------- I ------- ! ------- '------- ------- ! - ---- -- i - --- - -- - --- --- - ---- -- ------ ---- --- i -- -- -- -- ----- --- -- -- --- -- -- -- ---- -- - -- -- - -- ---- -- - - --- - ----- i ---- ------- - -- 1D9 -4 11. 394+05 (3+ LT) i 1 1 9 t I I i 1 1 20 :C L P% 109-5 :L 994 +00 LT TO L 996 +75 LT 1 1 i i I 77: 1 i 1 5 : If M i D13 -6 : L 996 +90 (3' Li) I 1 I S i 3 1 1 1 7 i I i i 10 : i i i 1C 6 L P U Y. :09 -7 11- 997 +00 LT TO L 1000 +00 Li 1 1 1 1 1 171 i I I S I i i I i 20 i I i i i i i 'A B F L M U DO I------ i------------------------------- 1------- -_- -SHEET TOTAL- _- __ ^- - - -1 i------- -- 9 i i------- 3 1 i ------- 92 i 1- 961 1 - ----- ----- 6339 1 1-- 1 -----' 15 1 ------'---- 0 1 --- :----- 671 °-1- 21 1 -- ---- ------- 0 i , --- --- ------- 90 1 ----- 20 i -- -- 17S i -- --- 100 : ---- -- - - ----- 30 : -- - - -- U 1 - ------ ----- -- - ------ - ------ - - --- -- --- ----- -- ---- 0 i m V z Z m DOT FORM 221.080 g P, 1(0 O R/12/87 TAT FED. AID ?ROJ. NO. HIGHWAY DIVISION APPROVED Washington State w 'M Department of Transportation SR S 847N AVE. S0. 70 S0. GRADY WAY HOV AND SCBDI SN4 10 WASH DRAWN CMECKED Hu 93W047 sou. 58 3f7 PRa. ENGR. STRUCTURE NCiT�S DIST, ADM. CO A Tl10. AT DATE R DOT FORM 221.080 g P, 1(0 O R/12/87 ... ..:.:.,. .. ..,.�. ... .....ea: .. a. .._ ..., . -- - -. .. ..... -. y..... .._ w�. .. � .- . . � - 'S.a.�,�wcvav'�.5s ra:.a�siSfszti�h.. .....� xx�.e....:.;�..s,.....:. •�4.u2;ti'a:: -� ,. i>:+`::.:.. �.•., �%:" i+ Y�.,. �;.. �m:,:. ��r �.:. vxa�: kti r.., Kr.. �:: �. aa. s.,. v. w, m..... „ea.A,�;:..a.��,..u._.«w.. -... _a.._. .. .e- .- 2�e�:.:Y:�• :^me *::'zwJ,:_ , l: i+;:'v�..,:5.�6- .�z..cmmx_.�c �m-. rEv.. av- a+- �. s... k:. aY•-. �s. w.. w. s...,. S. �r..., a.. L: �uG:.: xa.-.” �a,., ..�5,_y],s�3��=,,.. +knr�hrwsr,. +.�ax��rw: .�dEt»�5an -. ,.' -.,:.. �. -� ". STRUCTURE NOTE ! ! ;_ ! ! t s w j + s e i s ! ! I NOTE• I : s i I i i I OW s i THE SHEET NUMBER OF THE *CODE" REFERS! ' I 1 I I e°. ° a TO THE PLAN °uEEr rtvwoca OF THE i y� i � m CONTRACi Pi ANS THE SECOND NIIfIf1ER 1 p , s v s .-+ , m .•-, r-. z �--, s i !- e i d. rs. o.. I o: m , m REFERS i0 THE CONSTRUCTION FEATURE I m 1 p t m FOUND ON THE PARTICULAR SHEET. t sc� ; • ' . Z .°. ' m° ; O Z S t z s- i ..., i F -•— ss .m -..� •a z vx I ...� -; j h - ■= r-+ e.. -. o,..•. e..+e cn ; 1 ►. m a , o. c� u.. O O W I z w 1 1 C7 0 S CD rte. I m� i soi o� S a�om, S S m� mw mnm, aow �cn S m.� o� Wiz, S c�� c, rH c� o S aCD i s y � se ; •.ee S t 1 m..; wa,.. i c+o. -., mom., s ; i a+ca � aa,._. ; mo i m � m ; .z-. f•- 1 0 , o t m m m m • ; OO « , O. + 1 FILE NANES:STRNOT4.9K1 mz S mz i mm ^+ „" ; W o. m ,-.•oa m «.m r+PQ a 1 v 1 s' oao , m ma m 1 m m i ! ear cs-a S c-, ..w S i m S I ml m m m xm+ om ui.e �z ym y . S 2�Q ; c� S i ZG ma+ ms m 12'19:15 PM 1 moo I �-ena ! s.eS °obi mm S ! SmS im S .gym S Sm �ua4 S S e- S S °ece�e do 1 m°: S mm S OOF ! 1 23- Apr -93 J ea.. j Car ! cae.j cs. j i w i cam j ca n j cam cam 1 ---- j --- o--- c--- r�o __ - -_--1 __-- -- _- mm- -- °--- -- ----- - - - --° - -__' - -_° U t� U --'- ------ i-- --° --5--- °--I•° - ---- 1- °_- __°1-- --'-- :- -f° '- S_°_-'-- 5-°----- i _- L�--- t- ------ I ^- -- ---5_-_____ _ °- -°-- -- ----- - ------ ------- -- -- -I- -- - ° -- - -•----I S : CODE 1 LOCATION -- _-- -_ - - -I EACH 1 EACH t EACH 1 EACH S LF 1 I LF t LF I LF LF I 1 CV : SF CV CY CY 5Y CY LB SY S 1 t--- °-'-- -- --- --- -°- - - --- ---'-- -----'- ------1- ------ ----- - --- -- --- - -- - - --- -- - - --- --- - --- ----- -- - ---- -- --- - - -- - ---- -- ------1-------{-------5-------1-------------- 105-7 IL 951+00 <- -- --i-------I--- S --- 1 9 I 1- ---- - - --- - - -- --- -------i-- --- 9-i-- -- 51-'- ---- 1- i- --- -�- -------;------- i -- ----- '---- ---i---- ---i-- -- --- -- ----- ------- -- ---- • ----- i--- 7 lL - °- ----(31 LT-- ^ - ---- - °- -- --i-- °----I- ---1-------t-------1-------:------- 1 I- , :D6 -1 IL 941 +7S (3' RT) i 1 i 1 1 1 _- 0 I 27 30 --------- I06 -2 11. 945 -00 C3 1 i 1 t : 1 1 : 8 i 1 1 1 I 29.44 1 26.91 1 ^i 1 --- ! _ 1 '- 1 1 - - ------ --- --- -- -° - -- -- --- --- - -° S ID6 -3 :L 950 +00 RT TO L 960+16 RT : 1 1 1 I -I _ _ _ _- ____.____._ i O1 3 t------ I------------------------------ I---- ---5- ------t- ------1-- -----i ----- -------{- - ----- - - -- - -- - -- - --- - - - - - -- - - ----- --- - - -- ------- --- -- -- ------- - --- - -- --- ---- --- ---- - ------ - - - ---- -- ----- --•- - -- ------ - : -1 : t : 1 + 1 : i I : : : 250 S 1 1 1 1 27.36 1 23.89 -1 : 146 -4 L 953+75 (3 RT, 1 : 15 � 10 :D6 -5 .L 948 +44 10 I 1 i _1_ _ - - __.____- , I 1 i j 1 , 1 : : : : °- - --- - -- -- -- -- ---- 107 -1 1L 957 +00 ET AL •31 -------------- . * : : 1 : 1 : 1 355- 2 5 19.7 ' 1 °: t i , + i° 107 -2 ,L 960 +00 t-- LT) i I 1 ' ' ------ 1------- 1----- °-I- -- -- -- 1----- -- :-- °--- -'°--- 26.7 - - -- ---- -- - - - --- :07 -3 :L 962+50 (3' LT) : : 1 S 1 : : i i : 31 1 232 1 1 i 3 i - - - - - - -° --- -- - -x__26.5_: --- --- --22.0-;-------__.___ - i------ I------------------------------ i------- I-------:-------:------- t-------: ---- --- :-- -- --- 1-- ----- :-- --- -- --- -- -- -- - --- - - - - --- ------- -- -- - -- - - -- -- - --- - -- --- -- -- - - - - - -- -- ----- - - ---- --- -- -- - ---- - -- - -- -- iD7 -4 IL 962 +60 LT TO L 964+00 LT i : __ ------------- , , 1 i : i S 107 -5 IL 964 +00 Li TO L 958+90 LT 1 : i i 1 : 201 : 3 10 : IS , i 107 -6 tL 969 +00 (3' Li) i i i : i : : : i : 9 1 1 : 2 : 1 27.7CI 24.00 1 :------ i------------------------------ i ------- 1------- t------- :--- --- i------ -i---- --- - ------ - -- - - -- --- -- -- - - -- - -- - -- -- -- - - - -- -- ------- - ------ - - ----- - --- --- - - -- --- ------- - -- - --- -- ----- --- - - -- - -- ---- - - - - - -- -------------- :D7 -7 IL 969 +00 LT TO L 974 +SO LT i 1 t i 2 I I 30 1 432 1 5 i 20 : - _° -- - -- ^ - ° - - °- -------------- I 1 , , t :D7 -8 tL 960 +40 Li i I 1- _^ _ t 1 : : 1 S 1 1 :D7-9 IL 960 +86 - ------ ------- ------- -------------- 1 ; i -- --° ---------------------:------- 1---- ---5--- --- -1------- 1- -- ---- -1 --- ---- ------- ------ --- ---- -- - -- -- --- - - -- - -- --- - ------ - - -- --- - ------ ---- - -- - ------ - --- - -- - --- -- - --- - -- - ------ ---- --- : : : : :08-1 1L 972+00 <3' LT) S : 1 : : 1 i : 1 i 7 40 : 1 : 1 : 28.55 _ -- - 24.87 1 i- -- -- °: - -- t------- t- ----- -t------ -i------- :----- -- ------- --- ---•- - --- 1- ------ - - - ---- - -- -- -- --- ---- --- --- ------ - -- - -- - --- - -- ------- -- - -- -- - -- - - -- -- -- --- - - -- ---- - -- ---- -------------- :D8 -2 tt 9i4 +70 LT TO 980 +00 LT i i i : 1 : _ S t 1 6 1 201 i 3 i 10 :------:------------------------------:-------: ------- :--- ---- 1- --- --- 1--- ---- ----- -- - ------ ------- ------- 1- - - ---- --- - - -- ° ----- --- --- - -- ---- - - -- °- - ----- -- --- -- - - -- -- -- -- - - -- - -- - ---- - --- - °--- ----- - --------------- L 974+60 (3 LT) i :08-3 ' : I 1 1 t 1 i 1 : 1 : 1 i 17 i 114 t 1 1 i 1 29.57: 23.83 1 108 -4 it 978 +00 (3+ LT) I : t S : 1 i 1 i : : : :- 12 : 47 i 1 1 1 1 30.761~ 25.77 1 I------ t------------------------------ :------- 1------- i------- :------- I------- : -- -1-- ----- : --- -° ------ - -- -- -- -- - - - -- --- - --- - -- -- -- -- - ---- - -- -- -- -- ---- - - - -- -- -- - ---- - - -- --- , 1 i : , 108-5 !L 980 +00 Li TO L 994 +00 LT I : 1 1 i ____ °__ __ - -- - - -- - ' � i 3 IQ ' 15 ! : :D8 -6 IL 981+00 (3' LT) 1 1 _ _ :------ I ------------------------------ I ------- j ------- :------- :-------- 1-------- :------- --- ---- - --- --- ------ ---- ---'- ---- -- - -- -- -- --- ---- -- - - --- - -- - -1- ---- --- - - - ---- - -- - -- - - -- --- ---- --- - -- -- -- - - --- -- ---- --- - - ---- -- - -� -- na -t !1 984+50 (3' LT) I i i i 17 i 50 1, i i l i 1--'---:-------°----°--------°--- --- --t- -----°.°------1----- - -1- -- --- --- --- - -- -- -- --- -- -- - ----- i--- - --- -°- - --- ------- -- °--- °-- - --° ------- °- °---- -- ---- - -- ----- -- - -- -- -- -- ---- - - ----- - ----- - ---- 'i : r S I I 1 i i ^S : , 1 D9 -2 1 L 987 +00 <3' Li) 1 i 1 t I : : i - S 1 i 187 11. t i 27,D9 : 24.36 i I fJ3 a� i------:------------------------------:------- I-------l------- i------- t------- 5 --- ----t- ----- -1------- :- -- ---- ---- --- - ---- -- ------- --- - -- ----- -- ------- -- - - - -- ------ - ------ -- ----- -- -- ° - ------ -- - --- - ------ -- --- --- - 2 I 109 -3 :L 989 +50 <3' LT) I I i i t t 27,89 : 21.70 :°----^'------------------------------ I-------:-------:-------: -------1--- ---- I-- -- ---i--- ---- - --- - - ---- ------ - ------ - ---- -- ---- - -- - - - - -- - - ---1- --- - - -- - - ----- - ---- --- - -- -- -- - - - - - -- - - - - - -- ---- -- ------ - --- --- - - - -� 1 :09-4 ,L 994 +05 (3 LT) $ � 49 1 I S i i i� i 21.93 f1?� ID9-5 tL 994 +00 LT TO L 996 +75 LT I i i I . 1 , i i 26.Qe ; s _-----`------------------------------ 1------- 1------- '------- :------- 1 ------- t------- 1------- '------- :------- - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- --- - - - -i- — - — - - - - - -- - - - -- :09 -6 SL 996 +90 (3+ Li) 1 : i i I i _0 i 58 i 1 : : 24.9'5: 1 19.31 : : : i------ I------------------------------ I------- i -------t ------- 1 ------- i------- ---- -- -1--- - --- - --- ---- --- °--- -°-- - -- ------- - - -- --- - -° ---- ------- - -- - --- -- -- - -- - ------ - - --- -- - --- - -- - -- --- ° ----- ---- --- °- -- -- -- --- --- :09 -7 IL 997+00 LT TO L 1000 +00 LT 1 i i i 1 i i ______ , S°----- 1------------------------------1-------:------- 1------- I- ----- -I-- -- ---1-- -----t- -- - --- ------- - ------ ------- - ---- -- - -- - --- - - - -- - - -- ---- - - - ---- --- ---- --------------- °--°-° - - ---- ------ ----°-- - S , I 1 --- -- : , 1 i 17 239 3 : t11 i i --�} SHEET TOTAL 1 0 S 11 0 7 t 0 i 0 S 0 S 0 0: 0 S i 323 i 2766 37 20° 0 70: 0.31 0 0 - - -- -- -- -- -- ---- -- -- -- TAT FED. AID PROJ, NQ. HIGHWAY DIVISION SR 167 84TH AVE. SO. TO SO. GRADY WAY SN5 DRAWN i0 wASM Washington State HOV AND SCBDI = CMECKEO rou Department of Tronsporfatioh "tT z Q+tw. EAGa. REV. QUANTITY N =AL%1' G NA i 93W047 2 01ST ADM. 6/15/93 REVISED QUANTIT:ES JC CONTRA AT LATE v ' A PROV£o STRUCTURiE NOTES COT FORM 22 4*0 R /12/87 _.. ... .. <. ,. . -,-.,. .......� v,- ,- .�...._ -,.� ..�, -�.. .<... s,- k..,+> -., .,. ... .. -... ..: ......- -.: -.. ....- .a �' -k..- - -� .ems- :,:nt....s ,. ... ,. ."`s"yz.°_,:•. rr�+ -_.%x ..... ��,. .„ .:.,.. .. r - a -a._.. _��..E,..... r. ,... t ,, .. :... .:. .v�_.. _- ... ., .assa:a��.�. ���ms�.:�:i �,,:_;;.�,:�... -,n.. x..;awiw.:e..���..r�Si. -t-.a ...::ar:+�., met,: i..' ...we±Y,�..,z3:�v�.at.�.�;�_,.. zap,. �_..,..,._ �, �,. .�..�- .,_:•, ?,�...t....._.•. -., U.<,. �. _.. ..,.� ., <. _..,..yv N+'k..s....s ���.«.�.Y.v..,.ae� � �rcexm: saute+ eo�n�d�o�sios ..rl_.t.�z.rx�:Ren ' ^'� .,. ... .. � �: -. •�, .. STRUCTURE NOTES TAT FED. AID PROD. NU. HIGHWAY DIVISION SR 167 _ DRAWN �10 I ASH - Aft Washington State SN6 84TH AVE. SO, TO SO. GRADY WAY - = Department of Transportation HOV AND SCBDI �« NnTE: THE SHEET ', -MBER OF THE 'CODE" REFERS1 t i i ! i S S i Di5 conrR Mo. PROVED TO THE PLA.< SHEET NUMBER OF THE 1 .'� g 4 CONTRACT F RMS. THE SECOND NUMBER i a i -a ! REFERS TO -yE CONSTRUC *EON FEATURE t m t w t S ac + i t t °t . v0 �° ; = a+ ". R° i i° m m C° ; FOUND ON 4E PARTICULAR SHEET, S54 s.o i ss l 1 t m l(011,10 <. Pat= i s m I si m i I PO F{ , FIIE NRNE5:ST ^nors.uKi S °' i o I �1 ° i °OQ i �. w mn :e :� ; oa ^'t ia. I F•• v. ' o f f 1 ad va , z� i F.oa1 1 m ! cn .. • m� z ee i ac, rcq i m ae eo m m m mt. v v F F i i ca Cm Zi lIJ i t� i-. u.. ac :$ ca. I 1 11.46'32 AM go t ! wa: cn , i m 1 i Gd o'"'i °�'•' `"-" i oF•'t a I •:� m z. ! z. oa e��' i i oi° i ='w v i a, -• i e�eo c� ! ! v,.-. m 23-Apr-93 I 1 1 i 1 S--°-- °i- 1-------°------- -- °--- ----i ------- ! ------- i------- I---Y--- 1------- i------- I------• 1 --- ---- :-- -- ---I--- -- --i------° CY 1 I EACH 1 LF 1 TOM 1 TOM ----- ------ - -- ---- - ------ !- `!^ 1 LF i ! LF ! LF ---- -- ------- ------- -- -- - -- ---- -- EA(H•_ ERCH --- --- ------- ------- ------- --- ---- --- --- 1 CODE 1 ..t. LOCATION ! EACH i EACH 1 CY ! -------------- 1------- l------- i------- i ------- ;------- 1------- I- i _LF -- - - ---- ----- -- - - - : 10 "LF -^ -LF -- - - ^ ° -- - ° - ^ - - - - ------- - : 1 1 ° - - - ° -^ " °_ - ^ ^^ _ ^_° • - - ° -^ -------------- iC i k U N . T 1010-1 tL 1004 00 (3, L ) I 1 1 4 1 2 i - -- -i--- - --- - -----i----- --1- ------1------- 1 1 -- --- --i--- - - -- -- -- - , ! 1 20 :- - - -- -- - -- ---- -- ----- ---- -•- - ------ - ; 1 i - ----- --- ---- - - - ^-- - -- - --- •---- t Ifl 8 --- - F J -- -`- M DD :010 -2 :L 1000 +40 TO L 1014 +25 LT 1 1 1 i I 3320 ! : ' ' i------- - -- - --- - ---- -- --- -- -- - - - ---- -- ----- --- - -- - - - - -- --- -- - - -L -U - - --- ------:------------------------------ i------•- 1-------'-------'-------:---•`--!^° ---- °{--- ----i•---- °-i------- :- -- . 7 i i--- -- -- - - -- °- ---- --- ----- -- --- - - -- i ; --- --- � :010 -3 it 1002+90 LT 3 ' I 5 - - - i i ---- -- - --- --- - ------ - - -- -- ,------- .------- 2U ,---- -- ----- -,-- - ---- ---- -- -- - -- -- :010 -4 IL 1003#10-(3P-LT) ! 1 1 : 9 i 2 i : !-- ----- i--- --- - --------------------- l------^ 1------- I ---- --- :------ - :-------i------- ---°-1- -- ^ ---- - ----°- - ------ ' ! S S ------- - --- °- ° -°--- ° ---- -- --- -- - ----- i i ' ! 20 -- ---- --- - - - ---- - - - - --- - -- -- -- - - - -- -- - -- ---- - ------ -------- __---- 'J L ----- 0 U -- :010-5 1L 1006x00 (3' LT) 1 1 i 1 7 : 2 1 i 1 1 ------ 1--------- ---- ----------------- i------- i------- ;------- 1------- i------- 1------- ! -° ----l---- ---i ^--- ---i--- - - -- 1^ '- i ------ - ------ --^ ^° ------- --- ---- - - ---- --- - --- - - ----- - ---- -- - - - ---- - -- ---- - ------ --- - --- ----- -- ---------- I - --- 3 t ! : ! 7 1 1��-• �-�-�- �-�-�--_ :010-6 1L 1007 +35 (3' LT) 1 : i 5 1 ^ ^ -_1 : ------ i------------------------------ i------- 1------- 1------- '------- '------- :------- i- -i- ---- -- -'- -- ---- - -- - --- 1 i I 7 i ------- - ------- ------ -- ---- -- -- _ i ------- - --- -- --- - --- - ------ ---- -- ----- -- -- ---_- - - ---- 0 P U 1010-7 IL 1009 +10 (3' LT) i -- -1 1- - ---i 5 3 i i : - ---- ' -- ----- -- - °- ------ -- ---- --- - - -' — -- -- -'---- -- -;------- - --- --- - - -- --- -- ---- - - ----- -- -- -° i 1 i i i - --- - -- ----- -- - - - ---- - - - -- -- -- -- - - ----to- i 1 1 i - -°--- - -- -- °- -- °---- --°---- - 30 - °--- ------ ---- -- - ------ -------------- :010 -8 it 1010+85 (3' LT) i i 5 I 3 1 : ---- - --- --- -- ----- - - - -- -- ------ ------- - ------ -- ---- --- -- -- - --- -- :010-9 !L 1013 +80 (3' : i 1 3 1 1 ----7- --- -- - - ------ - ---- 10- i- - -- - -- - -- - --- -- ----- - ------ --- -- -- i ---- --- ------ - - ---- ---- -- -- - - ---- -- - -{^ ----1-;- 1011 -1 IL 1015 +SO (701-80' LT) : : ! ! 8 i i : -' 9 : :------_------------------------------ I ------- 1------- I ------- :-° -__ - I ------- i -------i------ - :----- -! --- ---- - -- - - -- -- --- -- - ----- - ------ ----- -- - -- - - - -- - ---- --- - ° -- ------- --- -` -- °--- --_ --_- - -- -- -- - --- --- --- ---- -- ----- ---- --^ t- -----l------------------------------ i------- I --- --- - I -------t---- ---i--- - --- - -- -- -- -- -- ---'--- ----I------ - :---- --- : S ; - ------ ----- -- ------- - --- -- - - - --- - ; : ! 20 ; --- - -- ---- - -- - -- - --- -- -- -- -- -- -- - ------ --- - -- ------ --- -`-- -- --- R B --- - F l N ----- U DD :011-2 !L 1015 +80 TO L 1017 +85 LT i i i i ; 5U i i 1 -1 -i- ! ------ i------------------------------ :------- I ------- i------- i------- 1 ------- :------- 1------- '------- :- ----- --- --- ' ; I 1 i 7 _ ------ - - - l--- ° - -1 - -- i ! i I ; - - - - - --- - - ---- -- --- ----- --- - -- - - - -i 10 :- ; `- - -- - ° - - - °- _-- - --- _- -_ -- --_ -_ '6_'_L_ - -- ,--_-_ °_P.�___ :Dil -3 !L 1018 +00 (3' LT) 1 1 i i 3 ------------------------------ i------- :------- :------- ;------- : ------- i------- i------- i------- ;------- i ------- '------- '------- l------- -- -- --- ------- -- i I - --- --` --- - -- --- - "- ---- - --- --- - -- -- -- -- - -- - - " ---- --- -_ !R B 1 U 1011 -4 IL 1018 +15 LT TO L 1024+35 LT t I I 1 807 : ! ; 2 1 : ° -_ -- - -" - _ - - - - _ - - - -_ _ ___ _ - -F -M -DD : ------ i------------°---------- ------- -1 ------- :------- i------- ------- :---- -- -1---- -- -i----- -- ---- ---'--- ---- - --- - -- 1 5 ! 1 1 ! 1 ; - -- ----- ----- -- - ----- - -- ---- -- --20--- : : ` i : - - ^__ -° - - 1- : : :H I ID11 -5 IL 1021 +25 LT, L 1027 +30 LT 1 : 1------ 1------------------------------ i------- `------- I------- ;------- ;------- t------- : ------- :------- :------- ;------- 9 t -- - ---- --- ---- ------- '------- l------- :------- : ! :------- ;------- i------- :------- 1------- ;-------1-------;-------:-------------- I/ :011-6 !L 1024+50 (3' LT) __I_° 1 i S : 4 : ------I^ I 1 : ---! l---- -- i---- -- ------- -----`--------- ----- -------1-- ---- -I- - - ---- - ------1- - ^----1^--- ------t--- -- -- j _j_ ------- - ------ ------ --- ---- - --- -- 1� -- --- - - -IU- -- ----- - ------ -- ----- ------- - ------ - -- - - ---- -------------- : ---- -- :----`-- - -- --- - t------:-------------------------^---- 1------- 1--°° --l-- -----i---- -- - :--- - --- -°-^-- -1 ^-°---- :- : 120 : : : 5 :- ---- - - :` - ^_ -- --- -- - ---- - °- --- - ---ZO - ; i i � 1 - ^-- - - -- - -- - -- - -- ---- --- --- --- -- - - ---- -- --°-" --- - --- ---- - -- ------ IR B -------- f J M U DD :011 -7 ;L 1024+65 LT TO L 1029 +85 LT 1 : ; i -'_ i i- 20 : -- --- -- --- - -- ---- ---- -- - -- --- --- -- ----- -- -- --- -- -- --- --- R B -- ---- F J l ---- N U DD !D12-1 !L 1030 +20 LT TO L 1041+SS LT 1 ; • ^- - ^_i -_ I 1 2705 i 1 --- -- -� ---- : 2 i------ ! ------^-- ---- ----- ------- --- -- i - -- - ----l- ----- :-- ----- -1-- -----;- --- --- - --- -- ---- ------ ; ----- - ^- ---- ------- - ------ - - --- -- --- --- -- ---° - -- --- ---- - --- - ----- -- --- -- - --- --- -- ---- --- °--- - ------.- iH I - -- -- - SD12 -2 :L LT, L 1040+75 ! ! --- - t - - - - -- -- --- -- - ---- -- - -- ---- ------ ------- - - ---- -----__ ___..__ ---------- i : --- - ---- -5 -- 2 i 1980 i i i 5 : 4U ; i I : Ifl 1012-3 :L 1041 +70 LT TO L 1049 +75 LT 1 : ! 1 - -- -----------'-------'-------'-------'-------'-------'-------'-------'-------`- ----- -'---- -- -'------- '-- -- ---1 - i-- -----! --- ---- :- -- - -- ---- -- - - -- - - -- --- ------- - -- - -- ------- °-- -- - -- ---_ _- ------ -1 _ -- --- :D13 -1 IL 1047+65 LT, L 1054 +00 LT i - ^2 ^i ------ _ i---°--;--- ----- -- ---- --- -- --- ---- -- °-1`-` I -------i--- -- I------- ;--- ----i- ------'- ------ ---- - -- -- ---- - - -- --- - -- -- -- ----- -- I-- ----- - --- - i I - -- --- - --- -- --^ •--`-- ------- --- ---- _ °-- -- ------- ---- --- -- -- --- _ ------ ! 1 S i 5 ' 1 ! lU : i 1L P � U :013-2 iL 1050 +OS (3' LT) S ! 1 --- -- -- - -- -- -- ------ 20 i , -- -- ---- --- --- --- -- -- - -- -- i SD F ------- 6 L N _ U DD 1013 -3 IL 1050 +10 (72' LT) ! : i 12 :------:------------------------------ I------- t------- 1 ------- i------- l------- i------- :------- t------- 1 ------- i------- 10 t - i------- 1------- --- ---- - - --- -- - -- -- - 2 t i i ---- -- - ------ --- ---- - ------ -- - -- -- I � ;- - --- - --° --- ----- -- °---- -- ---- I IC F `-- - --- L --- :D13 -4 IL I052 +12 (7 ?' LT) 1 : i 1 i 95 1 i - ---- - -' --- --- -1° - ---- :- , -- °- ----- -- --- --- -- i 1: --- -- ^-- --° --- - --- - -- ---- -------------- i 'C f L :D13 -S IL 1053 +68.1 (80' LT) t , : ! 12 i ! i ! , , 33 - --- - --- -- -- - -- ---- - -- - ---- -- - I I t t _ --- °- °`-- --- -- ---- ------ - ------ I- I C f -- l - - -- 1013 -6 ;L 1053 +68.1 (54' LT) t 1 1 i 1 -- -- ^ -- --- -- 1 i ----- - -- --- - ° ----- ------- ------- 1 -_ -_ -- : ; ! 65 ' i ; , , ----- 1 , i i 1 -- - - --- -- -- --- -- - - - - --- - -- - --- ------ 1 : -- -- --- -- -- --- -- -- -- -- --- _S ;C F -- `- L - ---- I013 -7 :AL2' S5 +9Q C15 Lt) , 1 i i 15 : i i t -------: -------i--- ---- :-------1------- -- 1 i ! 1 35 ' - -- ----- -- --- --- -- ----- - - - ---- - - : 1 - -- --- --- ---- -- - - --- - ---- - ----- i � iC F --- ---- l -- :D13-8 IL 1056+07 (30' LT) LT) i i i 58 i , . - --- ---- ^ ------ -- ---- ------- I__ 1 ^--- ` --`- -- --- °--- ------- -- --------- :C F L --- !D13-9 ^ :RL2 57 +50 (20' 1-- -_- t------------------------------ I------- t------- I------- i------- 1------- ;------- i------- :------- i---- ,- _- i- - - -.._ 1 ! 1 13 -i _ - - - - -- _ -- - -- - - - - - -- - - - - - -- - - - - -_ t- t 1 55 1 i . 1 -_- -_ °------ _ --- -- - -- -- -- --- ---- ---- , 1 , --- -• ---- -° -- -- ------- --- 1 -- --- °--- -- !D13-10;RL2 57+SO (21.7 LT) 1 1 1 ----- -' i - -•- -- --^-- - --- -- - °-- -- ^- i t t _ - - - -- - - --- -`----- - ----- - - ° °--- ------ 1013-11lRL2' 58 +00 TO 64+50 LT i 1 i 2400 1490 , RT 1 : i 1 ! 930 1 i -- - --^-- -- --- --- --- ------- ------- -- -- ^- ------- - °- -'-- ---- -- !D1 3 1211 1050tI5 RT TO L 1053+OD - - °_S -----:----------------- ------ --- ---- l------- :-- --- - -l- - :- ------ :-- -- --- --- ---- --- ---- --- - --- ------- - ------ - . ------- --- ---- --- - --- - ---- -- -- - - - -- ' - - --- -- - -- --- -- -- -------; ------- -- --- -- -- -- ----- _ -- --- --^----'--_----_------ i I i : : 8 33S 2438 i 1 ! 0 0 303 ' too i 10 6 0 - SHEET TOTAL i 0 S !1402 ° - - -- -- -- - - ---- ------ ----- ---- -- • - -- - - -- --•--- - -- ---• ------ .--- ----- ---- -` TAT FED. AID PROD. NU. HIGHWAY DIVISION SR 167 _ DRAWN �10 I ASH - Aft Washington State SN6 84TH AVE. SO, TO SO. GRADY WAY - = Department of Transportation HOV AND SCBDI �« c�EC�i 93W041 60 Of `. Di5 conrR Mo. PROVED STRUCTURE NOTES 317 AT DA-E E-71 y m 7 :OT FORM 221.080 l(011,10 <. , STRUCTURE NOTES I i 1. i NOTE: THE SHEET NUMBER OF THE 'CODE' REFERS; t TO THE PLAN SHEET NUMBER OF THE N N M OJ 4' , C.a ••C, Vi . Ui G�i UA, D { , O O O c CONTRRCT PLP.MS. THE SECOND NUMBER a. m as + m REFERS TO THE CONSTRUC 'ION FERTURE ; ,� f a P f FOUND ON THE PARTICULAR SHEET. o I �• t i m I i t I A,n sco j s- - I- a W .s , ,z o ,F^ i+ f- Ua ; S •N' •oo •N f •o s r.�a ►y ..a .� ,-. z 1 S i 1 r-.r , m , ! o.. -.; d••- -• i m� c+.r sv ! ►�.-. my a,.v , �.co f o.. t- � ! v � 1 z ! xz sae s =, s , , +z•1 i i= f z a., ! ma m ma m W a m i �. 7 s t ..�, r�N; �pp t m• m m m [f.., ; o! ms vz: �� v W H f v: o W f s , as I an.� I as � 1 w ! va c.. ( ; m a • m o. I m a. m a z va ! m a o .°., 1 � o s o •a � J � S ' to ip •CA A u o�ul m..r , mu mu u.� mU , m1-�, ®C I m t m m ; +� o a S ra. a a 1 ra. m v; t a s v a• f c- , co 1 FILE NAMES:5TRNOT6.YN1 I m�e I mz I osz zm, om mt �..z o•m }.-. m ! v ! I m� 1 m:� o0 12'24.33 PM 1 s t mm; 1 1 i ! . .e co �N C.D aa- , mm I am am , .gym I am ; oe-• �-•.� i mw 23 ^Apr -93 i �� �'� �" 31C a- ' ~O° 1 �°' �'°' 1 "m ; `�" c. m 1 = m� vim - V 4-;n 1 �' _ -__ -__ ____ °__ __-__-' -_ -____ . --------------- ------ ° {'•-- ---I^---" ' i------- 1-------l-------,-------;--•---- J ---- ---1------- ;- ----- - ;---- --- ------ -- ---- ------- - - ----- ---- -- --• -- ---- --- ------- ------ 1 CODE 1 LOCRTION 1 EACH I EACH S EACH f EACH 1 LF I t LF I LF I LF ! LF I LF ; i CY SF ; CY ; CY I CY SY CY LB SY :------:-•---------------------------- 1------- 1--____-l------- t------- I-------l------- t------- I- ----- -!- ----- -f---- -- -1------ -- --- ---- -- --- ------ - {- -- -- -- ---- --- l ------ -- --- - --- -------t-------i ------- ;--•-----I------- i-------------- 1010 -1 ;L 1000 +00 (3' LT) i ! S 1 ____ ^_I- 1 1 I i ; ! 13 73 1 1 1 ! 1 i _ - -•_ - 1 20.85 1--------------- -:--- - - -- -- --------------- ----- 5--- ---- f--- ---------- --i- ! -------------- --- ---- 1- `- ----1--- ----1- ---- --i - -- "" 1-------I-- -----1- ------ - ------ ---- -- 1-------I-- --- --i- --- - -- --- ---- - -' --- - --' 1010 -2 lL 1000 #40 TO L 1014+25 LT i i 1 : 1 ; i ! I 1 10 _ ,- -_ -15 1 201 ! 3! 1 1 i f 1 24.21 I !------ :- --- ------ -- -- --- ------ ----- -' ---' ----- : ------ ------:---- ---: - - --- - -- ------ -- ----- ---- --- ---- --- - -- -- - -- SD1O -3 :L 1002+90 LT ; : { 1 1 1 ! i _ __ ___ ' ; I i 1010 -4 !L 1003 +10 (3+ LT) i i f ! i i _ _ _ _ + i 6 1 2 i 1 ' 24 40 i--- '--' ------------------------------ I ------- 1 ------- '------- '------- i------- 1------- l------- _ ---- -- --- ---- 1- ---- -- - - -- - -- ----- -- --- -- --i------- --- ------ I----- -- - - - °' ^ -' -- - - - -5- -------------- 1010-5 1L 1.006 +00 (3' LT) t i i 1 ! ' I ! 1 1 ! 35 149 i 1 2 t S t� -- 21.40- t 26.18 I i _ :DLO -6 !L 1007+35 (3+ LT) i S i ! i i : 1 6.601 ^21.40 !_.----'-- -------- ------ --__ ----5- ---- --t---- ---5 ° -----1-- -- ---f ^° - ---i---- --- -'° --- -- ----- -- ----- - ---�5- - -- -72- - -- --1- - -- --1- - ------ - - - -- -- - --- - - ----- - ---- -- -- 2 -- ---- - ---- -- - - - -- -- :DIO-7 1L 1009 +10 (3' LF) : i : i 1 ! 1 IS 35 1 I S 1 27.48;___ 24.60 1 ! _ _--- ° '------------------------------ '------- '----'•_.• 1------- i------- i------- :------- 1------- I------- l------- i ------ - - ----- ------- -- ----- ------- ---- -- ----- -l------- ;------- ------- '- -` - -- ----- -- -------------- - 1 ' 21.48 010 -8 :l 1010 #85 -- LT) 14 60 1 1 - - -- -_ -- -- ' 1 � 276 , I , SD10 -9 :L 1013 +60 (31 LT) 1 I i i ! ! 25 i 64 1 1 i 26.9"_ r _ _ 20.39 ------------------------------ 1_21-39 i--'----:--'---- i'--°---:--°---- i--'---- 1-------:------- t---- --- l-- ----- :-- -- ---:- --- ^-- --- -- -- -- -`--- -- --- -- ---- °- -- ---- -- -- - -- -- ----- - -- ---- -- --- -- - -- - --- °-- -- - -------------- :011-1 !L 1015 +50 (70 1-80' LT) i i _ I :'--- -- ;---'-- °- '---- -" - ------° ___--f "-.. °--l-- °--- i °---' --1 "'-- _- i------- 1-° ° --1-- ----- -'---- ------ --' ---- --' ---- --- - --- - ---16 • --201- - ---`3- -- -- - -- -- °--- -- - -�0- ------- ------- - ------ -- °- ^-- - ----- -------------- _1 _ l011 -2 :L 1015 +80 TO L 1017 #85 LT : ! I _ -•_1_i ! ! ! f ;__ _ _ _ _ ________- -_.___ :------ t -------------------- --- ------ - t------- i-------l-- -- I- -- --- -: ----- -:----- --1------- - - - --- ----- -- - - - ---- -- ---- - -- --- --- - --- --- - - -- - - -- --- ---- -- - -- -- -- - --- --- ----- -- - ------ - -- - -- - - -- -- :011 -3 lL 1018 +00 (31 LT) i i i ! i ! 1 ! 1 431-__ -- 20.49 -------------- :------ 1--------- _--- _________ ___ --- -- _ ------- - _- ___i------- ;------- 1------- ______ ____ -_ __ - -24 ___ -5S_ - _ - - -1- -------- ___ -- _ - _ _ -_ - -_ -_- -- -•_- -- ---- --- 2 : + 26. 011 -4 !L 1018+15 LT TO L 1024 +35 Li i i ; I I ! t ; f I i : : i 15 : 201 : 3 i _ 10 -t 0.15 1 - -- _ _ _ - ------1- -- -- ° -1 I 011-5 1L 1021 +25 LT, L 1027+30 Li 1 S ! _ _ _ _ __ -------------- i :D11 -6 1L 1024+50 <3+ LT) i i i 13 ! 1 ! 2 : 26,16 ! 22.00-,-------------- `- ° --- - - -- -• -- -- ---- --:- ------l--•---- ------ ---- -- --- ---1 ---- - ------ °i-------'-- -- ---l--- -'-' -- -- - - -- - -'-- - ---- !- - -- --- -° t- i- --'-'-!- i-- --- --1- '- i- ---'--1----38- ;'--'--- -----• - '----- -- -- ----- - ! -i :011 -7 :L 1024 +65 LT TO L 1029 +85 LT f I i ; 1 ! IS i 201 i 3 i 10 1 t ----- --- - -- - ----^ ---- -- ------ ------- ------- - ---- ------- - - ----- -- -- --- ------ ---- - -- - ------ - ----- -- r-- "- i------------------------------ 1-'--^-- t '- °-- -1•-^--- °!'----- ^!•------i 15 201 3 - - -- -- ---- - ------ ----- -- --------------- :012 -1 ;L 1030 +20 LT TO L 1041 +SS li i : I 1 1 : ! ; 10 1 __ 1 1 ! --- --- - - - -- -- - -- --- -------- ,- - -- , -i 1 :DL2 -2 !L 1033 +25 LT, L 1040 +75 LT i I : 1 t _ __ _ __.____._ ------'-------------°----------------'-------'-------'-------'-------'-------'-------'------- i-------;------- 1-- --- --:- -- ---- l-------l-•- --- :-------1- ° - -- •-•--.- '---- -- -- -- --- -- - -- ---'- -- -'--'- ----- -- - ' 1 0 26 -, :D12 -3 :L 1041 +70 LT TO L 1049 +75 LT i i i 2 i i 1 t ! ! ; 1 30 1 402 1 6! 20 i ! '------------------------------:-------:- ------i------ -t-- ---- -1- ------ ------ - ----- ------ ---•-- ------ ------ ------- -- ---- ---- - -- -- -- --- -- -- -- -- - --- - - ----- --- -- -- - -- ---- ------- -----` -------1-------------- :D13-1 :L 1047+65 LT, L 1054+00 LT t ! I ! 1 t S i ! 0.28 ; _ __ -- -_-- -"---- ----- -------------- . !'-----!°------ -- ---- ---- ------ °------ i- - - - - -- ------- i------- t------- :------- 1------- 1------- ;------- :------- i------- 1------- - ---- -- -- ----- ---- - -- --- --- ------ ---- -- -- ----- --- ---- ------ - - S i I I + ! i 279 2 1 t - 26.46 17.40 l -13 -2 ,L 1050+05 (3 --- : : i ! _ 26:46 ; _ ____ __ ___ _ _ _ __ 013 -3 SL 1050#10 (72' LT) ; i i f I : i : ! ! : : 28 ! 340 1 2 1 3 1 10 - -• -- - - -_- !°--^--'--------- --- ---- ------- ------ -:------- t-------:------^ 1- ------1-- -----1-------1---- -- 1- --- --- ' --- --- - --- - -- - - - - - -- - - --- -- - ------ - -- -- -- ------- - ---- -- -- - -- -- - -- - --- ------ ------- -- -- - - - :013-4 SL 1052+12 071 -- --;- - --- -- - S ! 202 ! I --- _ 2L ---i- ---- ------ --- 195 1972 1 28 -I -- - ------ - -- - - -- - --- - -- ---- --- -- --••- -- -- -- -t------- l---- ---:---- -- - ' -- - -- - -- �7 013-5 1L 1053 +68.1 (80+ LT) ; i : 1 I 1561} ! 1 156 1 i 140 1440 1 f i 22 1------ !-------°-:-------------------- i ------- :------- 1------- 1------- f------- i------- l------- -- - - - -- - - -- --- -- ----- - -- -- -- - -- ---- - ------ ------- -- ---- ------- ----- ---- - -- -- - ---- ------ - ---- -- • -- ------- 1D13 -6 SL 1OS3+68 1 (541 LT) S f t 1 ! 2n t - _ _- ------- !( ' _. ------ -- -- --- ---- -- -- --- - - 1 , I + ' S 1 i ! 1 200: 2041 : 1 1 35 i I : _ ,013 -7 1AL2 55+90 --- --- ; t 239 239 _ - - ------- ------- - ---- -- -- - -- -- --- --- -- :D13 -8 ,L 1056+07 (30 Li) i I 1 i f ! ! 322 1 1 4 _ _____ __ _______ ____ ___ ! , __ -r_ i 1 29 1 1 1 1 1 i------ 1-- -----° - --------------- i------- i-°---- 1-°----:------- i- -•- ---i--- •-- -i- ------ 1--- ----i ° -----1------- I-------:----•-°l----`--l---- ---,---- ---i-- ----'!-- °-- - -:--° --'1--- 1013-9 1AL2 57 +50 (20' LT) : t : S I 160 1 i 1 16p : 121 i 1222 1 1 : 22 i ° -- ••- ^-- - ------- - i 1 : i -- °--:------------------------------ 1------- i ------- i------- :------- '------- :------- 1------ --- -- ----- --- ---- ------ - - - -- -- ---- --- ----- ---- --- --- - --- ------- --- - --- ---- ---i--- - --- ------- --- --- - ---- -- - - -- 1D13- 101AL2 57 #50 (21.7 LT) : i 1 ; 34 1 6 �i.20 59 - _ ___ ^__ ______ _______ L i------ i ------------°----------------- 1------- 1-------,------• t------- 1----°-- 1- ------i------- I•--- ---1-------' ----- - ------ ------- - ---- -- - ------ ------- --- ---- --- ---'- - "--- ------- •-- ----- - -- ! 1 1 ;D13- 111AL2' 58+00 TO 64 +50 LT : - - - -- --- --- -- --- -- -- --- -•- --- ^1 !D13 -12 ;L 1050 #1S RT TO L 1053 #00 RT 1 ' : •-- --- -- ----- - ----- ---- ^- _ -- ! 7 1 - , : , , 1 s ------------------------------- 1- - - - - -- - - - - - -- ------- :------- i- - - - - -- - - - - -- - - - - -- - - - - -- - - - - -- - - - - - -- - - - - - -- - - - - -- - - - - - -- - - - - -- - - - - -- - - - - - -- - - - - -- - - - - - -- ------- ------- i- - - - - -- -------i-------1-----t 1 SHEET TOTAL 1 0 0 0 e 757 t 0 1 787 0 1 0' 0 S 1030 -i 9569 1 41 : 139 ^1 0 1 80 0.89 1 59 0 i dm FED. AM PRQJ. NO. HIGHWAY DIVI$6i^! SR 167 DRAWN - 84TH AVE. SO. TO SO. GRADY WAY SN7 Woshin9ton Stota HOV AND SCBDI C„EC„EU VIA# Depori,ment of Transportation�r PROs, ENGR. 7/14}93+ ; VQ H HEADING N Tg 93WO47 61 ptsT, apes, 6/M/9! RL "ED QUANTITIES JC CONTRA T o. APPROVED STRUCTURE NOTES 317 AT DATE Y DOT FORM 2$7. 08}1 R/12/87 4 a NOTE: THE SHEET NUMBER OF THE "CODE" REFERS, TO THE PLAN SHEET NUMBER OF THE CONTRACT PLANS. THE SECOND NUMBER s{ 1 I m w I t a i I _ ! a .= t i 7 t ; ! a ! : w p' 0 e; a. w 1 % 1 l ao I m z �- m t;' ►- m F, ma - S I a I t os .°' REFERS TO THE CONSTRUCTION FEATURE 1 1 H FOUND ON THE PARTICULAR SHEET. i �° 1 4a 7 mrr�'! v : o ; a5 7 1 i m ." F i O • a ; ca t m! s L w i M ` °4 s i m o no °q� I o I• i t a 1 ! m s 1 ca ; z I FILE MAMES:STRNOT7.4K1 1 o f Pr^�1 ' �� i =� ! i s t i Fm' ° 1 m i s ! ! t .e W30 o nos i m• co It; m. : cy. i F F t 1 e 11:39:22 AM ! a 1 a 1 vm-+i o� ! cm.�� i I �: U' n9 v Ze W , UN i Uo0 , Caw t •! ! 1 y 23_Apr -93 I 1 I ----- '------ -i- --- ---i t- ------ i-- ----- �---- °--i- ------� -- - ---- - ---- -- - -- - --- -- - -- --' ----- -- --`---- -------- t 1 ------- - -- i-------i------ i °----1-"_- '_- ° °----- ---- ---'I-'__-_ °;----- i CODE i LOCATION I EACH 1 EACH ' -i- --- 1 ---1- --- -- CY ! -1 1-- --- -'1 I EACH I ------ i------- LF 1 i-------1-- TON 1 i0N 1 LF I - :------ Lf : LF Lf LF 1 LF EACH 1 1 EACH i i f i------- 1------- i------- i ------- 1 ------- t-------------- I------ i ------------------------------ t------- ;------- l------- S__CY---1 !DI3- 13lDR2 55+50 RT 1 1 1 i 6 : ------- I t------- l :------- I------- i I i ------- i ------- i i------- i------- i------- i ------- ' i------- i ------- i ------- 1------- i------- IC L __ l -------:-------l------- 1------- I- 1013 141L IOS2 +12.21 TO L 1056+07 LT 1 i i l ----- -1-------l-------1------- i ---- -- -- 395 1 ---- -1 I ------ ------ - ----- 395 ------- --- --- 20 ---- - -- - ---- -- - -- -- -- - ------ - -- ---- - --- --- ----- - - - _ °_ - - °_ ------- _ - _ - _ _ - - - -------------- - ------- - ------- -------------- !D13 -151L 1055+07 1 S i : , - - -- - - - - ----- -- ------- -- - - --- --- - -- ---- -- --------- --- lD14 -1 lAL2' 64x50 LT 99 1 1 . i 1 l i l r_ 1 i _ _° _ -- iA 8-F L -N J DD tD14 °2 :AL2' 66 +10 LT 1 1 l I 75 i ! 1 , 70 1 1° -- - ----- - --- - -- - - ----- -- ---- -- .0 F - �- --- -- ------------------------------ 1------- :------- 1------- i ------- lDI4-3 1AL2' 65#OO Ri 1 1 i B t , ---- ! ---, --- -- --!---- ---'- 1 - -----I ------ - -- ---- - -- ---- - ------ ----- -- - - ----- ------- --- i o5 : - - -- - ------ ------- ------ '-------------- i------:------------------------------ 1---- --- :--- ----I-- --- -- t-------i !D14 -4 :L 1062 +50 TO L 1064 +50 RT i I I I --- i ____ ------- 411 I ---- { ------- --- -- --I-- i -- --- '---- --- --- ---- - : -- -- -- ----- : -- ------- i------- % i-------1----- -- 1-- -- ---1- ------ i----- - -i -- -- - - _ _ --- --- -- ---- - _ _ _° __ °_ -_ - -!A 8 F L. M U DD i- °--- °1-- -------- -- -- ---------------l------- i------- i------- I------- lDI4-5 !L 1065 +00 (3'LT) i i 4 i------- : t------- 1 1°------ I^------ 1 1 f I-------1 i -- i -- - °-l-------1--- i ! ----1- ---- -- ---- -- -, - -10 --- - 30 i -- ---- ------- - --- - -- ---- --- - ---- °- - - --- -- - - - - - - - - -- ----- :C 0 ----- - --- --- -------------- L P ____1 -t- ' ------ I ---------- -------- ------ ---- -- '-- -----i- ------ t ------- -6 lt. 1064#90 (60' RT) I 1 t IS 1------- l i------- 1 l------- l------- I i i-- i - --- -- ------- t -- ----- --- i : ---- - - --- - -- - - -- — -- --- - - - ---- -- ---- - t i - - ----- ------ `! ------- - --- - -- -- - - F L :D14 1------1---------°--------------------1-------:^------ i------- 1- 1014-7 !L 1.066#90 (60' RT) ! i i 6S ! ------ l-- ! ----- 1---- -- i -1-- -----i i I °-- - -- - : i ------ - - - ---- -- ----- -- ° i --- - --- - -- -- i ° --- - ------ °--- i i °°- - � ------ i ---- --- - ----1- � 1 ° I` --- -'-- -- --°- -- - - i :- : --°---- _- -_ -_:C - - - ! iC f --- -- - - --- - --- -_- - L - -- --- ' ------ i ------------------------------ 1------- i------- !_ ------- :------- :014- 8- IDR2- 66 #00 RT) i i 21 1 i ------- i 1------- ! i ------- i I I ------- '------- i------- ------- ------ 1 1� ---- i ---I----- -- - ------ - : : - -- --- ------- ! : -- - - --- - ------ t I -- S -- _ ° - ------- - I ! :C F - -- - - -- -- L -(30' -_ - - -_ i - - -- --- ---- --- -- I --- ---- :- -- ---- i ---- !D14 -9 IDL2 66 +00 LT TO L 1072 +40 LT I l i --- t ------- ------- 805 I------- i------- i i-------:------- , 1 i------- 1------- i ------ 1 -t----- : -- :---- --- 1-- : 10 i --- -- -- ! - - - -- ! - - ----- - -- - --- : - ------ - - - - -- -- ---- i i °' - :R B -- - - --- -- - --- F L M U DD -- -------- _ - -_I- :------ i----------- --- ----- --- --- ----- 1- ------1 --- ------ i - :D14- 101DR2 67+30 (27' RT) ! i 1 29 _ -508 -i- : -- --- - :- ----- 1 -i- _- -___ : --- ^- -j- ------- -_ - -4 -1- ------ --- ---- i- --- i 1 '- ---i----- -- - - - - --- -- - ---- - i - -- --- ------- - - - ---- - --- - -- - - - -- - - - - --- - - - ---- - -- ---- - -- — - - - --- -- - --- --- - -- --- __________.__._ :------:------------------------------ 1------- 1-------1------ •— i------- 1014 -111L 1069#50 (85' Ri) : t 89 i 1------- i 1--- - - - I -:— s--- I i - - - -1— ---- - - i - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - 1 - - - - -- - - - - - -- - - I F i _ _ _______ --------- L ---- 5014 -12i- 1070+00 (83' RT) ! i i : ! 1 ---- --- - --- --- --F- ------ ---- ------ ' -- -- 5014 -1311. 1070 +50 (80 ' Ri) 1 ! l 14 : ! 1 ----- _ -_° : --- 1 _ ---- --- - ---- -- --- --- -'-_F_-_-------- t------1 --------- '--- ----------------- i------- :------- 1------- i- 1014 -141L 1071-GS (78' RT) i i : 23 : ------ ! ------- 1------- i-_`_--- i---- l ---i- l ----- -1-- i ------ --- --1---- -- ------- , - -- -- °- --- °-- ---- --- - ---- -- -- - - --- -----_ - - -- _ - -- -- - °- -_�_ _ - i-- ----- 1 .A 8 - F DD _.__ -____ !D14 -151L 1071#75 (75' RT) I : 7 1 1- -! i ; 20 1 - - --- ----- - 1 - - -- - --- ---- ---- C -•---- - ---- -1611 1071 +75 (3' Ri) i ! 1 1 4 1 i : 1 i : i -i i : : i i- i - ---- -- ------- ------- ------ :014 1914 -17 :1 1072 +50 (75+ RT) l i 1 32 1 i : ! I - i i i ------- ----- -- ----- i iC F - ---- -- - -- --- -------- L -------- i------1 ------------------------------ 1------- :------- { ------- : ------- W 14 -i6iL 1073 +00 (71' RT) 17 i ;------- 1 :------- 1 ---- --- - -- ---- 1- ----- '- I -- ---- ------ - ----- `i - -- ---- -- ! --- - ---- --- -- -- - -- --- -- -- ------- -- -- --- 1 5-- ----- ------- --- --- -f- ------ --- 'C- F_l -------- '-- ---- :---- ------`-- ---- - ------ ----` -i- ------ i------- i- ----------------- - -------- ------------ - ------17 - :014 -19i- 1071-05 (88' --- 1 i 1 14 ! --- -- -i-------i------ -I------- i i , , - -- - -- --- 1 ---- -- ---- --- , -i , •1 - --- - I i - ----- - -- - - -- - ------ - 20 - --- -- - ---- -- 30 - - -- --- ------- -- - ---- - - -- --- - ------ - -- -{ °-- -- f - -- -------- L - - - -_- (3' LT 3' RT) i 11 1 4 1 i : i 2 i Ia C S L U 1D15-1 IL 1075+00 E i ------ i ------------------------------ i ------- i ------- I ------- ' ------- I ------- '--- ---- , 1D1S -2 :L 1076#00 LT TO 1101 +50 Li I I i i 2282 1 I------- i-- i i - - - - -i -- ----1- ! - - - --- 10 - - - - - -- - - - i i i - - -- - : : - - - - -- - : - - - - -- i - - - - - -- 10 1 - - - -- - 10+1 - - - - -- - - - - - -- ------- l- - - - - -- ------- i- --- -- -i- 1 i- _- - - - - -- -- - - :F L -P M A B U DD -- ---- i ------ i ------------------------- ----- i ------- I ------- I - -- - --- t - 1DI5 -3 SL 1078 +00 ET AL i i I i _ -. _° - i - ----- t-- --- --i------ 1 -i-- t i -- ___i_ i ------ :------- , - - - -- -- - ---- -- ---- --- - ------ ----- -- - t i t --- - -- -- - ---- - - ----- --- ---- - -- --- :------ -- ---- i - ----- - - -- -- -------- i------ i------------------------------l------- t-------l-------:------- i -15 -4 iL 1031 -00 (3' I 1 i 1: 4 i i------- i I---- -- i -1-------1---- 1 2 -- -1- - --- -- - -- ---- -- ----- ------ i -- S ----- : - - - - -- -- -•--- - ! 10 ---- -- - - -- --- --- - --- - - -- --- _ - ----- -- ----- - -- ---- ! __ ____________ --- --- -- - -- - �` !C r, L P U --- - -_ - -- --- 1D15 -5 lt. 1084#00 (3' RT) i t 1 i 4 1 1 l : : i 10 ! '- - - i______-'!-�-?-�- - -----° 1---- -:-------- --------- -------- ----- i-- - - -- -f °'---- i-------1------ 1DiS-6 :L 1087x00 (3' RT) I t 2 1 i -- --- --l- -i---- -- ---- '------- -__i_ ------i° i l-- ----- ____1 -l------- 2 i - - '----1-------!'-' I------ t -1-------:--- ; °'--i- -- ----l- --- -l------ ---- --1------ -! - -1 --- -- ---- ------- ! `- °i-°----- I- ------ i----- l--- -15-x---- -- -i-------1------- --- ------- 1 --- -- -- ! - ------ ------ ------ ---- - -- ---- ---I 1 i ! ! i i --- - -- ------ -'- -•i- �i -I- - - --° -'- --- - - ,C -U - -_- t L - P - U - - --- l - ---- - ! °------'- -- --- --- -- -------' 5-- °___S__----- i-- ;015 -7 iL 1075+90 (70' LT> 1 1 I 1 2: ! 2 1 1 i 5 t i_ i ------- ------ 1----- -i------------------------------ 1-- °-'-l- I-- -----I------- 1016 -1 1L 1090 #00 (3' RT) i I i 4 1 I----- i - °I--`----1- ------ 1'--- i ^--i^ ! ---- --i---- i -- -i- -- ---- ------- 1- i --- ---i ---- ---1--- ---- i--- l 10 ------- ---- ---- i------- - -- ------- : i-- -----7- ----- - - ----- -----` ; - - -- --- - --- --- -- --- -- i , ----- -- ---^ -- ----- -- -- - -«i ------ C-7--p-U-- ---- ----- -I i---'-- 1- ---------------------- ------ -i- 1- ------ i-------1--- lDi6-2 1L 1091 +70 - L 1092 +07 1 i t --- -i-° i --- -I- -- ----i- --- -I - i--- i - ---'- 1 -- -- --i -' - ----1 --- --- -- -- : --- -- , 1 --- -- ------- 1 i-- iH I 1 _____ __ __________ ' --- -- - ' ------------------------------ i --- 1016 -3 :L 1093+00 (3' RT) i i 2 1 4! l ----- '------------------------------l------- I------- I-------l------- 1 I------- 1 1------- i I i 1- -- ----1- ------1---- i i •- -I------- ------ ! ------- ----- - --- -- -- , -- - - - -- -- - -- --- ---- -- i ----- -- ----- 10 - ---14- - -- --- ---- - -- --- ---- -- i ------- ------ ------- ---- --- ------ 1 i ! i ------ -- -- --- ---- - -- --- ---- -- --- -- i-- - - 1C G -----i- --- -- ----- ! !C L L P U- -- P U fD16 -4 li. 1096 #00 (3' RT) i --- 1 -1_ 4 , 1------ i------------------------------ :------- i- ------'- i ______i_ i ------ i------- i 1 i-- --- --1-- ---- -i-------1- ! -- -- - -i- - ------- - -- ---- , ---- - -- - - -- --- ---- --- ---- °-- - - ----- - ---- -- i- - - - --- ------'------- _ _-- _-___- -- - -°-- -- -_ SHEET TOTAL i 4 1 10 i 567 1 i-- -- --i---------- -------- 3 1 51p1 3498 1 i 15 1 395 1 4 1 15 395 : ----- 0 --,-- 30 --- -- 1 280 1 . --- -- - , ------ 125 : -,---- 30 I -- i _______ __ _ 10 ------- . ------- ____ _______ _ ___ i 2�, ° -I . ------- . ------- .------- - -_- -------------- ! ! ----- - - DOT FORM 221 R/12/87 t ,._...a_.,.. .��,. s .��,... -.,_ v :�... .....:�,• -.:. ,.. ._.- �...�,.. ...; '�.-nca �avn-'.`.; �,.-; �aaaeea.�.....:..,...�xoa..�w.. . �.-, �.,,, r.. W�, iw,, �. � .�.�;a >s�.._.�i.,:; >�...c..4,., _,_, �, �- �r.-;:. ex�: �. �.. x, �: s�i,.__ �.' s, �;. �a�. a�: �. xv-. �..,.+ z�.; �. xY•.« � .,..,,,:.:;:o- ...__:.:��::;:.,a .. :a:.�. � >,..x, .: • �.s�,;c�J: : :.c�i�m�..i.:.',.. t' ��.,x.�. ts �..t«is.�.._��%.CS�v,Y�.a�4t' R�`ss :a3ica> .... L`�.,7�t.+dr _- ..,�: '� ' -< - .... STRUCTURE NOTES 1 PLANS„ O NOTE' { I ONLY THE SHEET NUMBER OF THE "CODE" REFERS! ! f TO THE PLAN SHEET NUMBER OF THE CONTRRCi PLANS. THE SECOND NUMBER A4 • a i a, ! m o I ! t W�'�6t cW� ° i 1 0O° .10 i Ua° � V'+C • S s O m s m , O REFERS TO THE CONSTRUCTION FEATURE FOUND ON THE PARTICULAR SHEET, ! 1 r t ► ! m f 1 i W• 1 "• c� : sa """ .aa -a' a' ^�'' _ I ! I t h 1 a'g 1 I r: i .• I a. d .o s v! { e. m W u W _ , w r z { m � m C7 .-+� O mz � Wx! s; 5 W o s �� ! FILE NAMES:STRNOT8.YI(1 { mz eel ! mil �`° ! sc+ ' I %as :m ' ."m t >�+er .� 1 v a fir° m ! mz �j a+ m ! s 7 s v pu F"1 ca vFaa I t .� •� t .�„° t m zm1 i om , oes ; z ; >m ; a..r O 12.29.49 PN I 1 S I ! 1 1 n • a �GD •CN ! ilpi GT PGm ; acw ..gym ; am am ' =h, t Fa i mw t m� Wu ; Wa0 OF° i U r W a-• , W en , = h h o,a , , W as , W va , U 019 , W [q , F va , 1 V W , C/ m , V ; 23- Rpr -93 I 1 + __ _ i -- - - --1- ----- - - ---- - - - -- --l----- -- ------- 1-------!- ---- --1- ------ ' -- - - -- ---- - -- ---- -- --- -- , - - --- -- -- --` ,- - 1----___;'--- ---t-- --'--3---- °- I'--"- °!--°-- 1 LF !- LF i -- i------- i--`-'-- l------- l----- °- l---- -- -1-•---- °- ---- -° ! CODE I LOCATION -EACH { EACH I EACH 1 EACH 1 LF { 1 LF ! LF LF CY ! SF { CY # C4' �! CY SY I CY ! LB ! SY ! ! ! 1 !°----- l-------------- ------ ---- -----° --i- ------ -- -° - ----- ------ -- - -- - --- - - -- -- --- ° -- - --' ----- -- -- -- -- -' ---- -- -- - ---- - ------ - ---- -- - °-- -- --- -- - -- ---- i , ; I i 1 ! 78.00 i 75.70+! 1013- 131DR2 55+50 RT I ! ! I 17 i------ I ------------------------------ I------- t------- { ------- i------- 1------- i------- - ----- ---- --- --- -- -- - ----•-- - --- --- -- ----- ---- - -- --- ---- -- -- --- ----- -- - - - - - -- --- - -- - -- - - -- - - - - - -- - -- - -- --- ---- - - - - --- - -- --- - ------ --- - -° 1013 -14 :L 1052,12.21 TO L 1056+07 LT 1 i _ __ _ -------------- 1 1 -- I , 1 I 22 ' IU4 i I ' 1013 -ISIL 1055+07 ! I -- ------ ------ ----- -- - - ---- - -- - -- ---- --- ------ --- --- ------- - ------ - -- -- -- S i014 -1 :--- 64 +50 LT i 1 I I 1 I { ; °53- -- -142- - - ---- --- ---- i ----- -- - - - --- -------------- 1014-2 1RL2' 66+10 Li ! I i i 1 1 1 I _ -------------- , i 36 3 1 10 10 0 1 ' ' S5 ! 51 1 7 ' 1 1 1014-3 101.21 65100 Ri i 1 i ! ! i : t I ! : : : 22 1 : 1 ! 4 1 1 i------ i------------------------------ I------ -i- -----`1--- ----i------ -1---- -- i------- 1------- t------- {------- -- ----- ------- ------- ----- - : --- - --- ---- --- - -- ---- ----- -- - ---- -- - - ----- - --- --- --- - - -- - ------ - -- --- - - -- --- --- -- ---- - ---- 1014-4 IL 1062 +50 TO L 1064#50 RT i i i ! 1! I ; 1 i 25 i 3 I i t 1-- ----- 1- -- ---- 1--- -'--1- --- -- -1- - ----- -- -- ---- ------ -- , i , f 1D14 -5 :L 146. +90 (3'LT) i : ! i ! ! 1 1 I 18 S 45 1 3 1 - 3 I 23.39 -- -- --- -- ------- - ------ ---- -- - --- --- - -- ---- -- - - -- - - - ---- -- ---- ---- -- - ----- -- °-- --- 10 � 24.9 1014 -6 IL 1064+90 (60' RT) 1 i i 1 i 40 1 1 1 40 1 i ! 1 ! 28 i ^i 4 _ i------ I--------------- -- --- ------ ----1-- ---- -i- - - ---- ---:------- i - --- -- - I ------- i ------- I ----- - ----- : ---- --- - ------ -- ----- ----- -- - ------ - ----- -- - - -- - -- - --- --- ---- - -- ---- - -- -- -- ------ ------- - ------ - -- ---- ---- ---- -- ---- , ;D14 -7 11. 1066t90 (60' RT) i ! ! 1 1 100 i t 1 10A t 95 1- 14 I 1------ i---------------------------- --i--- --- -i--- ----1------ -l---- ---- -1----- -- I--°--- --- --- --- -- -- - - --- ---- - -- ------- -- ---- --° ---- ----- -- ------- ----`-° ------- ----- -- - --- --- ---- ----- ---- 1 1 I i--- -8 1DR2 66+00 (30' RT) ! ! I ! ! 80 1 i 48 1 9 t , , , :D14 -9 1012 66 +00 LT TO L 1072+40 LT I ! i I 1 i i i {- 1 201 3 10 _ so ' , : ------ 1------------------------- - - - - -i -- - - - - -i ------- 1------- 1-- - - - - -: -- - - - - -: -- - - - - -i - - - - - -- - - - - - -- - - - - - -- - - - - -- - - - - - -- - - - - - -- - - - - -5- - - - - -- - 1- - - - - -- -- - - - - -i - - - - -- _ - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - -- - - - - - -- - - - - - -- -------------- :014- 10 :DR2 67t30 (27' RT) ! ! 1 i 1 i 130 1 1 130 1 1 i i 143 1 1457 1 3 1 18 1 i------ i------------------------------ :------- 1------- 1------- 1------- i ------- :------- i ------- ! - - ---- - - -- - -- - -- - --- - --- - -- - - - - - -- - - ---- - - --- -- -- -- --- - ------ --- -- -- - - - ---- ------ ---- -- -- ---- -- !D14 -1111. 1069 +50 (8S' RT) i I i i i 220 i i 2201 i i 122 1 1278 1 1: 30 1 f i------ i ------------- `---------------- i------- ! ------- ! ------- i------- i ------- 1------- i------- ' ------- ' ------- ' ------- '------- -- ----- ---- --- '- --- - -- - --- -- - -- - --- - -- ---- -- - - --- - -- ---- - -- ---- - ---- -- ------- -- -- --- - ------ ------- -- - -- -- !D14 -12;L 107OtOO (83' RT) i I t 1 i 50 1 1 1 501 1 1 34 1 185 1 7 t -- -- I------------------------------ 1------- I------- 1-------- 1------- I------- 1------- 1------- i ------ -l------ -i------- 1- --- --- --- - -- ---- - -- -- ----- - -- -- -- - -- - - -- - - - - - -- - - -- - -- -- ---- - ---- -- - -- - - -- --- ---- ---- -- -- --- -t---- -- - -- ---- 1014 -1311 IO7OtSO (80 ' RT) 1 i i i i 50 i t I so i i i 1� : 2S I 185 : 1 : 7 : -- i------'-----------------------------' i------- 1------- l-------1-- ---- -1- ---- ----- --1------- 1------- --- ---- -- - --- ------- ---- -- - -- - --- - - -- --- - --- --- ------- '- - --- -- --- ------ ------ - ---- -- - ---- -- - -------------- !D14 -14 :L 1071+05 (78' RT) 1 i i ! I i 55 I 1 1 BO 3 8 1 10 - - --- - --- --- - ---- -- -------------- :------ ------------ --- ------ ----- :---- -- --°--- '-- -----1----- -- :----- -- : ---- -- i ---- - --- --- -- -- --- ---- - -- -- - - -- ---- -- -- -- - -------- i--- -----° ! °- ---"!-- '---`i'- ° ° --1 -- °I- °-- -- 1'- -'---1'---55-1- - -1- ' 1------ 1-----^------------------------ i------- 1------- 1------- i------- i ---- -- -1- --- ---1---- ---1- - ----- - ------ -- ----- ------ ----- -- - ---- -- -- --- -- - - - ---- -- --- -- - ------ - ---- -- - --- -- -- - - --- - ------ - - -- --- - ------ - ---- -- - ---- - --- - i !- :014 -1511. 1071 +75 (7S' RT) I S i i i 70 ' 1 701 40 1 12 :014 -1611. 1071 +75 (3' RT) i i i i 1 I i 1 1 25.25 1 21.43 1 --- °-- t ------------------------------ : ------- i------- 1------- :------- i------- :------- :------- I------- i -- i i i - --- ---- --- - ------ - -- ---- - - - ---- --- ' -- ------- - -- ---- -- ----- --- --- 12 -� ------- 60 i 1 1 1 i i 1 lD14 -1711 1072 SOt75' RT) 1 i : i 75 f � 73 ----- --- - - -- --- --- - ------ - 11J - - -- ------- -------------- , , + 1 i 1 7 t 1 ---- ------------------------------ i------- 1------- :- ---- -- 1---- -- -i- --- -- - :- -- ---- - ------ -- ----- 1- - - ---- ------- - - ----- ------- - - -- - -- ---- --- - --- - -- - ---- -- - -- -- -- -- ----- - - --- -- ----- -- - - ----- -- ----- -- ---° - -- ---- ----- ---•- --- -- . i 11)14 -1811. 1073 +00 (71' RT) i i i i : 50 0 1 i _ 1 1 i---- ! ------------------------------ i ------- I------- i ------- : ------- t- --- °- -1------- 1------- i- ----- -- -- ---i- ---- -- - - - -- -- ------- - - - -5-- - -- - - -- - - -- -3- - --- -- - ------ -- -- --- - ---- -- - --- - -- - ---- -- --- - -- ------- - ------ --- --- +� 16 1 1 1 :014 -1914 1071 +05 (88' LT) I ! I : 1 5 S ! 1 ! I 1 1 ! I 1 _ _ __ _ t_ -1 - --- --- -.._ -- ID1S -1 :L 1075+00 (3' LT R 3' RT) i 1 i 1 { { i I 1 i I I i 20 185 ' 2 : 1 ' 1 ` 24.50 1 24.50 -J 20.75 1- I------ I ------------------------------ i ------- I ------- I ------- 1 ------- 1------- 1------- 1------- i------- i------- l------- i------- 1------- i ---- - -- : ------- 1------- ------- t- --- ---:- ------ 1-------7- --- - -- -------t-------t-----°-3-------1-------------- 1015 -2 IL 1076 +00 LT TO 1101 +50 LT I i ._ - - - -I- i 1 ! 1 -- - - - -�° 15 : 201 3 10 7.43 1 I--`--- 1-------- ------- -- --- --- -- --- ° :------ -i- ------ : ------- ------- - ------ ---- -- ---- -- - ------ ------- ----- --' ------ --- -- -'- - --- -- --- --- - ------ ---- --- - ---- -- - - -- - -- -- ----- ------ - ----- -------l-- ---- -- -- --- -- - ---- 1015-3 iL 1078 +00 ET AL i I i t t I i i 1°---°- 1------------------------------ I ------- i ------- i ------- i ------- t------- 1------- 1------- l------- 1 ------- ---- ----- --1- ---- --1-- ----- ------- ---- --- --- --- -1------ -1- -- -- -- - - - - --- - -- ---- ------ -- - -- --- --- -- --- -- ---- --- - -- --- SD15 -4 !L 1081 +00 (3' RT) 1 1 1 i i ! 1 E 1 : : : : 23 ! 188 1 2 i 1 ! -i- t 25.30 1 10.50 1 I------ i ------------------------------ 1------- 1------- i ------- ' I- --- ---i- - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - --- - - --- -- - - - - - -- - - - - --- - - - - - -- - - - - - -- - - - --- - - - - - -- - - - - --- - - - - --' - - - --- - - - -- -- --- - - - - -- - -- 1015 -5 :L 1084 +00 (3' RT) { ! I i ! i ! 1 ! : ! 24.54 20.50 ----------- - ------'------------------------------ I-------'-------: --- -- --'- ------'----- -- 1- ------ - ------I--- - - -- --- ---- - -- ---- - ----- '--- -- -- °- --56- -- -1 - ------ - ------ -- ----- - - --- - - - ---- ------- - --- --- - - -- - -- ---- 1 i 1 i : ; 24.57 21.00 , 1D1S-6 L 1087 +00 (3 RT) 1 1 1 ! 22 58 3- , 1 1015 -7 :L 1075+90 (70' LT) t I t i i i i------'------------------------------ 1------- I------- i------- i--- ---- i- -- -- -- i- ------ 1- --- ---i•- - -- -- --- - - -- ------- ------ - ------ - ---- -- -- ---- ----- -- - ----- - --- -- -- -- --- ------ - --- --- --- -- -- - ---- -- ----- -- -------------- :D16-1 11. 1090 +00 0' RT) 1 1 i i : I 1 t t i : 1 i S i 57 i 1 i 1 .34 21.00 _- 1------1-•------------°---------------- 1------- 1------- i------- I- -- -- -- : ------- •------- 1------- ! ------ -- --- -- - -- -- -- ------ - - - - - -- ---- - -- ----- ------- -- -- -- ------- ------ --- ---- ------ - 1D16 -2 1L 1091 +70+ L 1092+07 1 1 i 3 1 1 1 1 : ! i ° - - - - -1 _ _ __ ____. -_. -� t 1 ----------------------- -- -----i - - ------ - ---- - - -- - - -- - ----- -- ---- --- --- - - - - -- 1 1 1 i 1 , , - -----'I' °-'-- 1------ °1' °'-° °i-••'-'- -1----1--1--1-°" '`-' ^- -'---- °--'-------1---- ---' °---° - :------'i--' -- - --- --- ---- ---1 --- -- - - -i- 1 14- - - 1 4 31 , 1016 -3 IL 1093+00 (3' RT) I I I I i i 1 1 i 1 1 : 20 1 58 i 1 I 1: 1 1 24.34 1 21.00 1 - - --- -•----- -- ---- --------i-° -- ---- -------------- ------1- -- --- -i-------1----- - -1 1 :016 -4 11. 1096 +00 (3' RT) 1 i 1 1 i : 1 1 i t 1 1 1 8 36 l i 1 1 1 i 24.28 i 20.60 i 1------ I------°----------------------- 5------- .------- ---- ---i- ---- -- i------- i------- 1-------I------- 1 ------- 1-- -----1------- :--`---- - - -- --- --- - - --- -- -°-- - -- - - - -- -- - --- - -- --- ---- ---°---1---°°-- l-- '- -'-1--- ---- !`-'---- --- ---. ! : --1-------1-------I---°--:°------------ 1 -- 1------------------------------ i------- l------- - ------- -------1- -- -- -- ------- 1------- :------- 1------- l------- 5------- 1------- 1------- i------ ---- --- - ------ ---- -- - --- --- - -- -°^ i- ----'- 1----- --:-- °- -- -t--- ---:- -__- !_- _- -- -`- -` -, ! SHEET TOFRL 1 0 1 1 0 5 920 i 0 1 920 1 0 1 0 0 1 1 1024 1 4381 : 42 1 168 i 22 1 50 ! 12.27 1 14: : 104 i ------ 1------- ----- ----- -------- -----5------- I------- 1------- i ------- ------- I ------- I ------- + ------- 1------- , ------- --1--- ---- -1- --- -- --- -1------- ------- ,-------------- "' STAT .FED. AID PROJ. NO. HIGHWAY DIVISION SR 167 m URAwN ;p Wgsl{ 64TH AVE. S0. TO SO. GRADY WAY Sti9 Woshington Stole HOV AND SC8D1 CHECKED Deportment of Tronsportotion 'WET i t'ROJ. ENOR 7/14,93 REY, QUANTITY HEADING NAME JC 93V/04T 63 oF a OIST Apse. AT DAT ED QUANTITIES JC cnwl,+4cT o. P90ED STRUCTURE NOTES 317 n DOT FORM 22140 c5 R 1 11) 1 q O 3 Ri12e87 ! v . v : ur 2 s w m : •s r•e � . sti ! m z o , , c:+ as are .�.a •e . , �Fi'a?k'ks'FAk'�nSff+tA'FC9 �a.�C 'a:+n. '.• Y.. ' "-i'..�- 'i4bc'-e�s�F3"�.flTJN� , i ---- � —�'� - aaevuwi�avzx ..S'4,1�.�:b]`5p'm`s:d'�+. '' :.mac. swans` va. ,.' me.. L.'- a.• y. G* P, 3ScbCN.. �. �u. 9effAht? .eSi�n.we:Tl.`..,i�3.&�3L:dedAn S.. '.v3:i1•':T "l�a�'+..�.v +J:'acex .....'anti.- ..{�"yb�gj$':'rt.: trot: wi`..- iurIIJ:n.r+w2E.a+9i''r..dk`a''= '`4l�iN° `i ,.r.c. .1'E�`. :e= �.^.�5�4LW= C`a�e'3ra^ +,:�..3d,w d- ti.;sti:;�:v:, <+� '. ! a J ,z„ f ! °o ^ i ! 3 : 1 S F�� 'JAS C S � 1 `am t ! " ! ! _FILE STRUCTURE MUTES NANES:STOT9.NK1 i f i 1 1 m�e- �-v � 1 z J S t m �s�- ma l av . 1 Fm • i r y S .n� , , e° o°pm , S ONLY o , cm Czm o Il'Se•26 RN o ; f ! so v� , mom, z I :s v , a,� 1 ms S i S � s , m , � n , m' . , m�oa • -1 i m 23- ApP °93 t °� ! N0 T£: { ! i 1 i 'b ; i m f ° 1 ° ° I m ! °'-° THE SHEET NUMBER OF THE •CODE" REFERS: I �i ! : S ; t I ! i S ! i °+ ! ! t P4 THE PL RN SHEET NUMBER OF THE t S -: 1 CODE : LOCATION t EACH ! CONTRACT PLAkS. THE SECOkQ NUMBER t �+ ! ! t : t I I I ° 1 '� : TUN ! F i• i 3 J -' i ' LF LF REFERS TO THE CONSTRUCTION FEATURE 3 EACH 1 EACH T I iDi6 -S SL 1099 +00 (3+ Ri) i 2 4 1 1 ------- FOUND ON THE PARTICULAR SHEET. ------- { ----- :------- JI a 1 i 10 -- - - -- - ------ I ---••--- t i--- ---- - - - ---- ---- --- --- - - -- ----- -- .0 G L P U - ---- -- ------- I -------------- I - -- -- - I ------------------------------ {- 1016-6 IL 1102+00 LT TO L1110 +SO LT ! ------ -------1-------3- �•.1= -------f------- -- 41 1 ! as i d ----' -! I I 5 1 I -- 1 S ! v . v : ur 2 s w m : •s r•e � . sti ! m z o , , c:+ as are .�.a •e . , � , s , i s , m se i s ! m rn .e m s i �a s . , s ! °° '. ! a J ,z„ f ! °o ^ i ! 3 : 1 S `� I "mmn ° � 1 `am t ! " ! ! _FILE 1 NANES:STOT9.NK1 i f i 1 1 m�e- �-v � 1 z J S t m �s�- ma l av . 1 Fm • i r y S .n� , , e° o°pm , S os , o , cm Czm o Il'Se•26 RN o ; f ! so v� , mom, z I :s v , a,� 1 ms S i S � s , m , � n , m' . , m�oa • -1 i m 23- ApP °93 t °� ! °C ; ""`'1 ca -° 1 wn 1 S ��-! 'b ; i m f ° 1 ° I m ! °'-° °i S I ca � t i 1 i Qa --- ° -- -: 1 CODE : LOCATION t EACH ! EACH I CY ! CY CY t ! EACH 1 LF TON t TUN ! LF 1 : LF LF LF LF LF EACH 1 EACH T I iDi6 -S SL 1099 +00 (3+ Ri) i 2 4 1 1 ------- t ------- ------- { ----- :------- 1 I -- i --- -- - 10 -- - - -- - ------ I ---••--- t i--- ---- - - - ---- ---- --- --- - - -- ----- -- .0 G L P U - ---- -- ------- I -------------- I - -- -- - I ------------------------------ {- 1016-6 IL 1102+00 LT TO L1110 +SO LT ! ------ -------1-------3- - --- -- 1 -------f------- -- 41 1 ! ----- - 1 ----' -! I I 5 1 I -- 1 S 10 i 10 t :F N A B L U DD i------ i ------------ -°---------------- i ------- :---°-- i-----°- i-- '•- ---i --------------- i------- S °----- t------- 1------- 1------- 1------- 1'-^---- ------- 5------- 1------- t------- 1------- I ------- i------- 1------- 1------- 1-- -- °- i----- --1------°- --- - -- :016 -7 ;L 1102+0000 RT) I I l i 4 1 1 1 1 i 1 S 1 ! 10 S IC G L P U f I 1 i! ! i :------- ------- :------- 1------- :------- i------- 1------- 1------- :------- 1------- 1------- :------- 1------- i-------------- t------:--"-------------------------- 1------- ID17 -1 it 1105+00 C3' RT) I l------- i l------- 1 1 1------- B i 1------- I------- :----`-':------- 1 1 i ! l------- i------- _------- ------ 20 i -: -- -- --- -- -- --- ------- - -- - --- - - -- --- - - -- --- --- --- :C G L P U - - -- --- ------- I -------------- :- _---:------------------------------i---'-•° ID17-2 !L 1108 +00 (3+ RT) ! I-------{-----°l------- 4 ! t-^----- i-------: --- ----I---- 1 ; ---i--- ! --- -_- ! --- --- ------- i------- i------- i------- : 10 iC 6 L Q U :017 -3 :L 1110 +SO TO L 1120 +60 LT i 2172 : S 5 ! ! ------- 10 1 --- 15 i -- -- - -- ---- i -- ----- -- - - -- - ---- -- --- -- -- --- ---- .R B F L M ll ------- i --- ---- i --------------- DD i-- ----1--- ---- -- ----' --------------- 1------- ;Dl' -4 :L 1111: ^.` 13' LT ft P.T) i ;------- I------- 1 t------- 6 i i 1 ------- i------- i------- :------- 1 i------- i ;------- i ------- 1 i------- :------- :------- ------- :------- i i 1S 1. ---- i - -- ------- --- ---- - -°- -- -- ----- !C 0 L P U -- ---- ----- -- -------- --- - -- i----^^ i---°-------------------------- 1------- 1017-5 !L 1114+00 (3' RT) i------- i------- i i 1------- 4 i ; i------- ------- i------- :------- :------- I I :------- :------- i 1------- 1 t i------- i------- i i------- :---------------- i0 i -- ------- `.------- i------- 1C G L P U i------- i------- i----- --------- :------:--------- `--- ----------------- l------- 1017-6 iL !117 +00 <3' LT i RT) l ------- I ------- 1 1 I------- 6 1 1------- :------- ' 1 : ------- 2 1 l------- 1 ------- i------- i f------- , i - ! ------i-- --- -- l------- 15 i ---- ------- i------- !C G L P U ;017 -7 :L 1107 +00, L 1115+00 1 1 ------ : ------------------------------ ; ------- 1 5-------i------- 1 t ------- i------- 1------- :------- I------- 1------- 5------- 1------- !------- i------- i---------------- :------- l------- :------- j - -- ---- - ---- -- - -- -- -- ------I-------i-------1-------------- :H I 1017-8 IL 1118 +75 (3' RT) 1 !-°---- i------------------------------ 1------- 1------- l------- 4 J------- :------- i t------- l------- I I i------- i------- l------- 1 i------- i i : ------- i------- i i------- i------- 10 ! - --- --- - -- - --- - ------ i i t i - --- - -- - -- -° --- ---- - --- --- i IC 6 L 0 U - -- ---- - -- ---- ---- ---- °- --- lD18-1 .l 1121 +40 LT TO EE 979 +00 I : ! 1 1001 ! t ! 1 5 : ! l0 i 10-: ------- --- --- ------ -iA B F L N U ---- --- --- ---- 1- -- -- - --- - -- DO -- :------ t------------------------------ l------- ID18 -2 iL 1123 +00 (3' LT t RT) S 1------- S :------- 1 i I ------- 6 i :------- i------- '------- {------- 2 i l------- 1 ------- , i------- 1------- ;------- ------ -- -- ---t---- 15 i --- 1---- 1 --- - °--- -- -- --- -- - :C G L P U 1018 -3 IEE 975 +95 (3' LT i RT) i ! 1 1 4 1 ! 2 1 1 10 ! ! !C 6 L P Y. :018 -4 ;EE 980 +00 (3P RT) 1 94 1 ------- ---- -- i iC F L i - - ---- - - ----- -------------- _------ 1 ------------------------------ 1 ------- 1018-S IL 1120 +75 (1101 RT TO 105' LT)i i------- l------- i ------- i------- i------- :------- + l------- I i------- : l------- . ------- 10 1 - -- --- i i ------ - ------ - - ----- - -- -- -- - ------ ------ --- -- -- --- i ----- :F 6 A A :018-6 ;EE 980 +00 (31 LT) i i--- "-_------------------------------ 1------- t i :------- :------- 6 ------- i i------- :------- i------- f l------- i i------- :------- l------- i l------- i ------- 30 ! -- ----- - ------ ------ ------- i i------- i i------- 1- ------ :-- ---- -i-------1--- i i :C F L -- --:- -----i-------------- 1819-1 IEE 963 +00 (3' RT) : 1 t 40 ! i I I i i i : i = 1C F 6 L 1019-2 IEE 985 00 (3' LT Q RT) i 2 1 6! i 2 i i , IC' F L U I019-3 .EE 968 +55 (II8' LT) : i ! ! ! i 1 :C F 6 L 1019 -4 SEE 990+00 (91' LT) -! .0 F 6 L 1019 -S 1RR2 20 +49 (40' RT) 1 1 : 14 1. i i i - - i i , I i i i i 1C F L 1019- 6 °:RR.2 19+36 (45+ RT) J 25 i i i i 11 j i i :D F 0 L : ------- ------------------------------ i------- i•----- - : ------- l------- i------- i-------- --- ---- l---- ---l------ -i- ------ ------- t------- i------- - - - --° ------- 1------- i ------- i ------- 1------- ;------- :------- i------- :------- :------- : -------------- 1019-7 :P.R2 19+38 (40' RT) 1 1 23 1 1 i S 1. i IC F L - - -- - -- 1019-8 M2 18f48 (40' RT) ! I i ! i ! 1 : 1 ! ; 2S 1 ---- ° 4 - ---- -- ----- -- - ------ ;0 F L N ------ ------------------------------ ------- ------- - _- __3_1_ ------ :------- t- ------ ------ -1 -- -----1-------- ------ ; - -- --- - - - - -- -- ---- -'------- ----- --:- - - - --- ------ -5- -- ---- ------- ------- ---- ---5------- ------ - :------- ------ ---- ---- :019-9 1EE 98;+00 (3'LT) ! 1---'°: ---- ------- ----- -- ---- ------- -' i I: 74 ! i s 1 i , 1 i --------------- i ------ ------ ------ --- -- ------ ------- --------------- -i- ! IC F L 1- -- -- -- -- -- --- - -- ---- !--^--- i------------------------------ :--------:------- 1620-1 : AP2 14+73 (40' R1•) ! i------- f------- 171 i------- I i------- 1- t - ---- °-!- : - - --- -i-°- °---i--- ---- ------- ! i-- ---- -'---- t --- 1-- i -----1 -- - --- ----- -! -- 1- -- --- i - ---- °: i - - {- - - - - -- -- - -- -- ----- -- -- ----- -------t-------lo-{-L---°-___- i :920-2 : AP.2 13+33 Or RT) J i t 21 ! 1 { i------- 1 S i I I^ t i i :C F l - -- --- ------- --- ---- ----- -- - - -° ------------------------------ - :D'20 -3 :AR2 14+40 (S1 RT) i i•- °--- l------------------------------ 5 -`- --- --- °--:••-° --- ---- --- 1! --i-- --- -I-- 1 -----I'_____-1 - ---- ------- l ------- 7 : °-- °°J ------- !------- ------ 1------- -l-------l------- l------- 5------- i___.•--- ------ I ------- i -- I 1 l------- l------- -- ---l---- l------- -- --- i ----'- ---- ------ -5 ------- i- 1------- -- ---- -- ----- i------- ------- - -- - - -- - ---- --i-- -----:- i ---- - -- -'---- ------ :-- °---- t :H I -- -- -- ----` -- ---- -'---- ---- S i SHEET TOTAL '------ t i i -i----- 1 15 1 -- :---- ! S43 J 0 1 3214 1 i _------- ' ! 17 i 0 1 0: " I 25 : -i------- t 0= 1 l ---- --- l---- 30 i - -- 0: -- ---- I ------- 180 1. ----- 35 i -- i - 0 ---- -- --- ---- i 3: 2 i ------ - -- ---- --------------- i --- -- -- :- i 1 f ---'------- S ------- - ----- :-- --- -- - °-- -- i 1 ' PROJECT TOTAL 1 27 ! 30 : 2220: 6967: 25774 66 ! 395 ' 174 ' 223 : 120 1227 430: 174 : 23 8 --- -- 11+] 93WO47 HIGHWAY DIVISION SR 167 Afthb Washington Stole 84TH AVE, S0, TO S0. GRADY WAY Department ai Transportation HOV AND SCBD! APPROVED SN10 sa STRUCTURE NOTES .. 7 DOT FORM 2214** R/12/87 f |017: ��----------'--'-----------'-------l---'---'---'-----------'-------'--��'- - ___' _-_- ------- ------- '-- ' uu3 _-�_� ^ ^ um,"m�uaomP _-__ ___- ___- ___- ___')___'!___-__�- ------- ------- s �o/ � or'4 ____ ---------------------------- ------- � � r & | | is STRUCTURE NOTES oo-s ------ LuA om(3^m) __________________________ ________ ____ ------- ------- ------- ------- ------- 6 om-6 ------ L u r oo » r m) ------------------------------ ______ ________ _ ___ ____ ____________________ m m � �y oo'r --- 11. 11,07 #00, L a ------------------------------ ---- ____ _____ ____ PLANS ONLY 1 � � L urs m" on ------------------------------ - ---- -------- ---' ---- ---- ---- ---' ---- ---- ---- ---- ---- ---- ---- ---- 5 ---- ---- ---- � ".5 ----'--- ------' --- 1018-1 -------------------- -- ------- ------- � ux� �o o m cs oro o ---- ___- ---- 1 _-_- ---- ---- ---- ---' ---- ---'i---- iHE SHEET NUMBER OF THE "CODE" REFERS, TO THE PLAN SHEET NUMBER OF THE i : I ~° ~° = � � � ---' ---'-------'---'---'-------'---'---'-------'---' ___- ___- _-__ ___' ___- ___' Tg � ���" CONSTRUCTION ""°'°= ON THE '^^'^^^`~ "^""'^ � � �� �c �� _ � » ' 93 -------------- 222.10 om-4 ___________________________ ____________________________________________________ u^ 510 122 ____ +o 3 ___�_ m � - ----! ------ ' ' - -- ---- -------------- W � p;"^', um' m w m, u/ __ mo 430 � ____ --------------- :1318-6 --------'---------- :EE 980 #00 p' LT) ---- ___- I ----- -- -_-_' zo ---- | ___' ---_' -'--- _-_- ___- __-' 130 ---' ---- ---- ___- ---' u o ! � r� nomcs,suoo FILE mn^ ux� = =�� - ------------------------------ ----' cc 983#00o' xn ----- ----- �� �= ��� � � ---' ---- ---- oo � � '� ~ � °~ | ��� �� = "="" `' " & "'' I � u��m Po -___ ___�_ � '___ 15 -_'_- __-' --_- __-' ___' m ------- __-- vo 2 __' / �� �� ������� �� ������ | 24.2S -------------- --------------------------------------------------------------------- 21.11 :D19-3 EE ,vx a vw' LT) _____ -� ------ � -_' ____ y» ____ ____ uu��-o� ____ ____ _ 1019-4 !EE 99OtOO (911 LI) ' �__- --- sx ---- uo ----- ' ___-- __-- ---- ---' ------- __ s ---' -'--i---- ___' __-^' ---- ----' / __m- 5 ---' - ___-! ------- l ---- ---'! '--- ---------' CODE Lomuow ----' EACH -------------- ---' ------- 019-5 ----- EACH ---- o ----' ur ur ----- ----- o LF ---' ur ----- '--- m or ---- r, ---' m ---- m ---- sv ---- ---- m LB ----!---- a� ---' ---- ------- am acv am o1�~ -__�-__--_'_____-__-_-_-___-___-___--__-___-___- � __-__---_ --_-_____ ___- _-_- ____ _-__ ___- ___- ___- __-- ___- ___- ___- ___- ___' _--- ___' -_-- _-_- -__- ___' -__' ___' -' _' ___- ___-___-__--_-_-___-___'___'_-- om-S L 1099 #00 o" un --_--_'_________-_ -___- ___- _--_- _-__ __-_ ___- ___- ___- ____ __'_ ___' ___- is ___- mo 1 __-- 1 ___' __� ___- ____ __/s_ ____ ____ ____ ____ __-_-,----'-_--__' ^ --_' --_ - m.m m.m __-- ___'-__-------- wm | om'a !L110200 u TO L um~Su o --_'-_�_ i -------------- --- | ---' ---- ---- ---- ---' ___- a 201 3 1 ___' ___- xV _-_- ___' . ___' -__- _-_' __-' -------------- , ��- ����'-�-���-------- ��� ���� ---- -----'----------- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---' ---- ---- ---- ---- ---' ---' ---- ---- ---' ---�'i--- ----|---- �� --'�- ---- ---�- ---' ---' ---- ---' ---- ---- ---' ---- ---- -- -'----`i'-'-- ��� ---' ---- �- -------------- ---' -'��' '�' ��' �' � ---- - -'--_'__-___ ---- ---- ' ^ | i---|------------------------------ !------- |------- |------- i------- i------- i------- i------- i------- i------- i------- i------- ------- i------- i-------- i------- i------- i------- i------- i------- i------- ---' i------- ---' i------- i------- ----{-----'-- ---- / |017: ��----------'--'-----------'-------l---'---'---'-----------'-------'--��'- - ___' _-_- ------- ------- '-- uu3 _-�_� ^ ^ um,"m�uaomP _-__ ___- ___- ___- ___')___'!___-__�- ------- ------- s �o/ � or'4 ____ ---------------------------- ------- ------- | | is ---'---�---�-------'-------'---'---- oo-s ------ LuA om(3^m) __________________________ ________ ____ ------- ------- ------- ------- ------- 6 om-6 ------ L u r oo » r m) ------------------------------ ______ ________ _ ___ ____ ____________________ m m oo'r --- 11. 11,07 #00, L a ------------------------------ ---- ____ _____ ____ om-o ----- L urs m" on ------------------------------ - ---- -------- ---' ---- ---- ---- ---' ---- ---- ---- ---- ---- ---- ---- ---- 5 ---- ---- ---- ---- ---' ----'--- ------' --- 1018-1 -------------------- -- ------- ------- � ux� �o o m cs oro o ---- ___- ---- 1 _-_- ---- ---- ---- ---' ---- ---'i---- ---' ---' 15 ---- 201 » ------- !��' ���� ---|------------------------------ ---' ---'-------'---'---'-------'---'---'-------'---' ___- ___- _-__ ___' ___- ___' ___- ___- __�- ___- __-' � ___-- -- o�w o o m� ^ os m' o o xr� _ » ' 93 -------------- 222.10 om-4 ___________________________ � ____________________________________________________ u^ 510 122 ____ +o 3 ___�_ m � - ----! ------ ' ' - -- ---- -------------- mv-, ------ � p;"^', um' m w m, u/ __ mo 430 ____ --------------- :1318-6 --------'---------- :EE 980 #00 p' LT) ---- ___- I ----- -- -_-_' zo ---- '___ »xs ---- ___' ---_' -'--- _-_- ___- __-' 130 ---' ---- ---- ___- ---' u o ! ___---_ 18.40 ------- --- oo 1 - ------------------------------ ----' cc 983#00o' xn ----- ----- -----' ----' ---- aw '---- �* -'-- ---' ---' ---- ---- oo ---- ---' ! � ---- 24.75 --------------- � � ,`" ^ = "="" `' " & "'' I i ____ -___ ___�_ � '___ 15 -_'_- __-' --_- __-' ___' m ------- __-- vo 2 __' / �� �� ������� �� ������ | 24.2S -------------- --------------------------------------------------------------------- 21.11 :D19-3 EE ,vx a vw' LT) _____ -� ------ � -_' ____ y» ____ ____ ____ ____ ____ | mL ____ ____ ____ ____ _ 1019-4 !EE 99OtOO (911 LI) ' �__- --- sx ---- uo ----- ' ___-- __-- ---- ---' ------- __ s ---' -'--i---- ___' __-^' ---- ----' / __m- 5 ---' ------- - ---- - ___-! ------- l ---- ---'! ---' -------------- ---' ------- 019-5 u,2 zu^�a ��» - ---- um --'- m -'-- ---- ------- i------- '------- ' �� ---- -'-- ---' o ---- ---' ---- ---' ---- ------- o1�~ -__�-__--_'_____-__-_-_-___-___-___--__-___-___- ,mr 19^3w ,u' m/ � � _-_- ___- ww _-u' ^m _'__' __-- ___-- __- sr _-_- __-�' 693 I __-- 5 ___' _-_- ___' _-__ -------------- 019-7 onrm ao_C4pnn ^ r� ___-___-__--_-_-___-___'___'_-- *�}u! »!m! -__---__'-__-_-_ - -------------- '' ai-5 -___ _--'�- ------- -___ ___- __� ___- ____ __/s_ ____ ____ ____ ____ __-_-,----'-_--__' ^ 1 2 | __-- ___'-__-------- wm | ' --_'-_�_ i -------------- --- ------------- -' - ----- ----- ---' ---- ---- ---- ---- ---- ---- ---' ---' ---- ---- ---- ---' ---- ---- ---- ---- ---- ------ - om o cc oo»oo o^ LT) us 21S ------- ___' __- _m/- __'�- __' ___- ___' _ -------_--- ����� ___' ' __-' -_-_ ------- -------------- 020- 1 ---------'-- � ---- ----- -- -'----`i'-'-- ��� ---- ---- | '---' ----' --- �--��- � ---' � � so ----' ---- ---' --------------- - 020 �� ------ - ��---------- � � ------------------------------------------------ ---- _----_--- ! -_-_- __-_ --'�' ---' ---' ---- ---'i--�-i---�- m� ---' �m ---' ---- ---' - ---- -'-- ---- ---' ------- 020-3 Anx m'^w o' xn ------------------------------ ------- ------- ' ------- ------- ------- '_-_- ------- ___- ------- ------- ------- ------- ___- __-'|_-'|__- ------- ------- ------- __'' --------------- --' ------- --_' -__- ---' ------- ------- ------- ___- _-_- 0.08 ------- ------- ___- ------- ___' ------- _-_- __--__- ------- ---------------- ---' -------'----'-'----- ---- Smsr mroL ------------------------------ ___' ----- 4 ___' u ---- ---- o n ___- ___- ---- ---- /e»m ____- ---' om ___- ---' ms __-' ---' ---- ao o ___- __-- ---- ---- ---' 4m ms, __-- __-' _-_- ---' i ----- a», __-- -__- «r ---' 2e --_' ---'{---- -' v --___ -- ---- ---' o o -__' ___ ' ---' ___' ---' _--' ---' ------- ------- -------------- -'-' ----------------- ---- ---- ---- ----- ^---- ---- ---- ---- ---- ---- ---' ---- ---- ---' -' - --------------- ' -'| '� ' ---' -------------- PROJECT TOTAL * | 4. u i m \ 391P | | 1610 � 2392 450 | o"r � | w»o | m*ow cm**o | �|---''---' �� 1107 ! e2 | L|' | �9� ���m��------------------ � | -'---1----/----�----.--'--1----|---------:---' ----:----/---'/----/---''----/----- -'|---|---------'|---' -------' � -4----c'?2"IS7ATE AM PROJ. NO. HIGHWAY DIVISION SR 167 \ c � � . � � 7/14/93 -W. QUARTITT 'READING—NAME 7C 93WO47 2 DIST ADM. —973—/W REVISED QUANTITIES CONYRACT 140. z 1411, 0—PROVED STRUCTURE NOTES DOT FORM -' ' R/12y87 ...,._.. �.' �sw.. o__.._?�*.- ?ac.h�s.�"E56- ,:...s _•. +sha�acaw.eem �, tS: tw .....�..as..u.^..�,.�.rv.__...a ,Y £ ar..s�i...sse?r.r.,w`�C� :• _� •.,«w.•.,.... ,..• e . . ._, .. -_.... . a- uk. S& x. J�o-�. �,,. stertks +aAwr� >�vo.mce..r��.�,s- v�.,.,a scam..=«... �,: S.., e,. �... ��. �.,: r.. e.:® r,: 3: �::.... ,.�...,.�....�:.�.✓4.,..<u.�... �tial�.�«:vRa,,.:. h:. a;. d.= a:., a :`'s�ro:- us�:e- °- ::�.^^•�„�.. >.. w,...,xe.. ••.i..tmA -.w... �...,s::,.�w w«.,.... -,� ........-...,.. �. ...w,..._,- s,...+,...«,,.._�.,ri .... ..5, ..._ I 84TH AVE. 48 +55.55= SR 167 AL3 95+35.01 • V•• p •iC •, W.M. MP 21.39 OLl894 +24.80 STA. 895 +75.00 P.O.T. `J BEGINNING OF PROJECT 9J IE 11.691 "Ln o 0 10 SDI u Ya. �) IE 34.27\ - ..,ry•- -R-._� �• _- :� G• + rn CD OD +ice 'n� �: . 410 �O• tm m OD CO In lw a4 IJ DLI ' / I BEGINS 8' WIDE CHAN° •f. IE 34.38 .S'. ^ E� Gj' /' p�/ J rE 34,07 S'' T__ �4L II IE 34.91 o� a ?T 'o �•� ' /L 892 +43.32= _ } or4.' A �� for DE �_ ►�q'MFr_ _ ' 84TH AVE. 45 +44.27 %] �JC' e��::'IE 71.96 to ii; 2 x-52,(}'..: -N 45.10'49' -- -TE - - - - - -4x'02'--49--E - __ d __ __________________________________ ____________________________ _ _TE 5441 3' ______z_____ ____ _rE_�5,l1 - -.- - . -. -.- -'- - -- --. _. - - p ____ _____ ______ __ ____ _- - __ _ SR 167 - o' - _ == - - - -- o N 46' 19' 49., , — - - - - --� a- . ______�____..__. _ -4. � J W2, _. _____ ._______ ____._______.__.._ ,sTE- - -'- 7E 57.16 - _ _ _._ ___.__.____-.-._________._____. 54,Ij ----------------------------------------------- .-- T 44.17 • %- ;OQ, - _ __________ ________..__ .r �5fi.'S7- ___ C ' �q0 3 - �'- - a - -�-' - `-- -- PLOTS IE 48.58 84TH AVE. 43 +37.42= 2 4 p, E 33.5 AR3 91 +01.39 P.O.T. !� A V cu oo `u t! nu I yn [E LJV 00 S F:JODU!1U M M �rnvll' 1�� of LEGEND Im ° �UtiJ����U lJLrti1IJU `,JL� \pq \�, +I F/' dY aI ❑ CATCH BASIN TYPE(I..' \ iL2) m w a, m T9L�9kS wl GRATE INLET TYPE I OR 2 FLOW CONTROL STRUCTURE (f:CS) � \ �tart47o NEW CULVERT PIPE EXISTING CATCH BASIN SEE DRAINAGE PROFILES, SHEET DPl-DP11 vl EXISTING GRATE INLET SEE DRAINAGE DETAILS. SHEET OP12 -DP16 EXISTING CULVERT PIPE FOR <<A(+ CONSTRUCTED 0 50 1G0 `' PLANS" ONLY C � SCALE IN FEET � j s 0 a iSTATE FED.AID PROJ.NO. qa �H W^ 10 MASH -- PROGRAM DEVELOPMENT DIVISION Mnshingtor, State of Transportation SR 167 84TH AVE. SO. TO $0. GRADY WAY NOV AND SC�IOI D -1 DESIGNED BY R. SESEPA_SARA _ ENTERED BY J. TYLER JDeparttt)ent CHECKED BY B. ROLLING +aOMKII 93WO47 s.cci 6b 3i PROJ. ENGR. J. JOHNSON DRAINAGE FLAN DIST. ADM. R.O. AND ERSONI��s r�!vEU.8:' °ir�ISNaTr.. JC Cp7N.tT M. R 1�O�190 . a -� , .. .,, �. .: .+ .•; .� ..,. _ .> <Y�., 5 s - ,;.. '• .... .. .._. ._ t!? ' m'.'a•.��Arged. tamindLLn. - +':d>� t A9.Ykb�tYon 5EaTa::-ziaa`. �4: trv..': isa3�.. i�bwd� :_:i�,e..•'�'':osP4.3�.1.:,ie. Mt..u2wr:'..s -.,» mar °ev'6 lsz- :xxae'�.F..�aa�i. �v..:w,.•:..,.v._ti.._v:.:f� _..?L.:is? %:..� '.. +.av�a.�w.•c.cw.�.,`i�.G+'a?.*, �,s,�}, sritt�+3s � .sfs�.v:'a.. -&a." - �w•�u, aao=.�_.. ' sn- vr.....,......Ye�J`'4.+ 03655.^+.. �.' � ''.°xs'aa3a�sdw�*.m'..,..�..... .....,"L.. ".k�.- .___.. �.aas' ^i�..A T 22N R 4E YY M. SR 167 84TH AVE. 48 +55.55 MP 21.39 AL3 95 +35.01 T. o y a N y a a DLl 894 +24.80 STA.895 +75.00 P °0 °T. BEGINNING OF PROJECTN W_ > W A q ti c� m y IE 31.69 d a cr U? � m W . d * a a O III Im 1E 34.21 �F O GO GO ow n GO Q J .'Ay,, p J• 1E�30.5°!. p1�� ,� O �In r " IE 34.38 NN0 - w - - m. WIDE '^ F B�a•a'' „ DL1 895 +00 (27'LTJ %"� °� /°�,' '92� >`a•� �� - 1 BEGIN 8' CHAyNEL/ TE 34.d�•�` TE 30.07 r - d II IE 34.94 L 892 +43.32= .E - _ 84TH AVE. 45 +44.27 0'•ys =1 E 34.96 -= 32 N- 45.10'49: - TE ss --- - i1 44 6P -- 49 f " _ - -.- -r' ----------------------------------------------- , , 7E 51.99 •, ________________. -.- -.- _ - �.y - _ __ -.-- - ---- SR __ __________ O SR157 7L-- - - - - - - - -- - --------------------------- -- -- N 46 °19'49" E '' — - ----- -- ---- --- --...- ---- -- ---- - ---- -- -- - - -- - - ---- - -- - 27 A.....__._.�_ -- -- cn N 46 -UAL, L LINE _______..__. ___________________ T� 57.16 __ ._.. _..___ ___ ,>TE 59.13 _____________.___________ - •' ___________ ________. _________________ _ ._.____r ___ __ _ __ ___ Z TE 44.17 _______._______-- __ __ ..___r%.'_____ -._ -:- -,- -,- -.- -.- ' ,rE 57.25 A 41 - _ ❑- 34,37 � aTM •_- -__' -_ ___ ____ _A�_- Pt, �%�• 1. .\ �•r,. `�`- c•V �- - JTJ _ -'�' a __-- , --' - -' ' 1 r _ IE 48.58 '•�. �', / /'�• \\_ _ ___�._'� -'---YAM. 84TH AVE. 43 +37.42= �'' I �2 4 M AR3 91 +01.39 P.O.T. %�s p ti I �I /�/'I� M /�p� M M � 1��i III' In' M a '-u' U IJ lJ A lJ M LI �: V E S O V U LJ Ll 'e`oi :`!� , �O O�J p U m r �y d I � ? a. c v O� N ~ v��m 9 a LEGEND ?�� 6177E RcH[,A \L� �' IE �rti e9. � � 0 4 J 4G� \56�)` NI ❑ CATCH BASIN TYPE(1.1L.2) GIGO 00 j �\ ,' �5' S Jx [� GRATE INLET TYPE 1 OR 2 0 o a a FLOW CONTROL STRUCTURE (FCS) M �jj� NEW CULVERT PIPE "a l� EXISTING CATCH BASIN 6 SEE DRAINAGE PROFILES, SHEET DPI -DP11 SEE DRAINAGE DETAILS, SHEET DP12-DP16 a EXISTING GRATE INLET m EXISTING CULVERT PIPE 0 50 100 ASBU I L T PLAN SHEET a SCALE IN FEET JAN 1 y 1 995 `s aJ I`I .. a ASBUILT BY n oo G.KUDEN _ - - REGION FED.AID PROJ.NO. 5TAT PROGRAM DEVELOPMENT . Washington State SR 167 D -1 DESIGNED BY R. SESEPASARA 10 WASH DIVISION ° 84TH AVE. S0. TO SO. GRADY WAY M" ° ENTERED BY J. TYLER CHECKED BY B. HOLLTNG „� R Deportment of Transportation HOV AND SC &DI WET PROD. 6FdW. J. JUHNSON g3v"w OF c� DIST. ADM. - -R.O. ANDERSON -- '.5f15�4' tF;gVF,f! C.8.-E 9TR.''','H tF "� G �iiAC_0• DRAINAGE PLAN 31? ^ DATE DATE REYISION JBY I 31 7 o i t ,.. _ r+t✓ ^�v.• ., x. .r• + .a -.. ... .. .•. . fi _'._rF•..'W.,.. _... F�.. r _K . .. a*. ..�... ..C:_U, -' � Kr .�.g,+n..� uf... �.. ��.-. 7, _ .,.,,,� �...,.��+�:Y,.Fsa�u.�L w,:a�co..v,.�.ae ...a_,�9....a.,.;xuk..2r - a& �. ves:; u. ukw. a: aam ...e«..�„:...w�...aw.a.3.i�..a � ,..,a.`rsa,•:s��b�t. _�"'r.m�i.-,r3- ; :3r -. acs, �^at e"T.�.n,. >:��. - �4ox,,...,, �- v,,,.< , a..�., -c, � .. - .., �. v: i, �W��., l�_' k:; K--,.,.,,. rk:-: is�c, �..,,.: ?:, w' a-..._.- �:. �. teacv. �;...: 5, zx.,, � ....- ._'....a:..z.....:,..w'�a3 `,.e:<tiv�- ,s+,is .�tu:�.;a�.• .. ;,. u 9 oK �o s V 3 T15 s i u N i¢wm IBS •W ;Nf�NW T.22N., R.K., W.M. SEE LEGEND, SHEET D -1 SEE DRAINAGE PROFILES, SHEET DPI -DPII SEE DRAINAGE DETAILS. SHEET OP12-DP16 0 50 100 SCALE IN FEET FOR "AS CONSIRUCTE0 + PLANS" /SRSLY f6T (jy{�(�r i + _ L 905 +70 STAT FED.AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION " SR 167 84 iH AVE. 50. TO S0. GRADY MIAT HOV AND SC &Di D-2 END 8' CHANNEL 30 �- MASH BEGIN 12' CHANNEL DESIGNED BY R. SESEPASARA O ENTERED BY J. TYLER d CHECKED BY B. ROLLING _ _ — - "a *AMR 93WO47 A + - -' --- 7 � - ---- yq,E \ -- DRAINAGE PLAN DIST. ADM. R.O. ANDERSON N /— '5115133 -;.ADD - Jc BY ___ -_____ - - L DATE ____- -.____ __- ch v L 909 +10 (LT) o END CHANNEL SETAIL-FCS _ ------------- -------- ----------------------- EE - _____- SEE SCHEDULE OF ABANDONED v 46'1 '4 11, lull -- --- - -- - - 1 FIN S,DRAINAGE DETAIL SHEET DP -12 - ---- --- ---- ---- --- ----- -- --- ------ -- ------ - --_ Lr-rrr� -rsl SEE LEGEND, SHEET D -1 SEE DRAINAGE PROFILES, SHEET DPI -DPII SEE DRAINAGE DETAILS. SHEET OP12-DP16 0 50 100 SCALE IN FEET FOR "AS CONSIRUCTE0 + PLANS" /SRSLY f6T (jy{�(�r + _ STAT FED.AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION =71,00, Washington State Department of Tron3portation SR 167 84 iH AVE. 50. TO S0. GRADY MIAT HOV AND SC &Di D-2 30 �- MASH DESIGNED BY R. SESEPASARA ENTERED BY J. TYLER srin 67 OF $KEY$ CHECKED BY B. ROLLING _ _ — - "a *AMR 93WO47 W----------- - -' --- 7 � - ---- yq,E \ -- DRAINAGE PLAN DIST. ADM. R.O. ANDERSON '5115133 -;.ADD - Jc BY ___ -_____ - - _____� DATE ____- -.____ __- sR KO"/90 _ ------------- -------- ----------------------- v 46'1 '4 11, lull -- --- - -- - - -------------- - ---- - = _ _ sc __--------- --- -- "'----- - --- -_ -- - - ---- ------ - -- --- p -��, _-__' '----- ----- -- --- =-- '-'--a=:---- -_-�-- '---______:___ _--____ rrccc_cc= :�= cccc:cn =_ _=:== s- -- ----'-- - __---lun'-- - ---- - - - - --- �-9 - -- ---- - -- = -__-- --- - - ---- - - -- - „ ------ -- _ _ – �' .I 10 ~' 3 SEE DETAIL - --> — FCS �9 /' TRIBUTARY TO GARRISON CREEK _ �- – °s; " --------- - --------- ---- ---- - - -- - - -- _ E--- -- ; /%'/ u . I O NiO O Ex N + O SIN p O k O N + X10 O + 00 o, O O J a J SEE LEGEND, SHEET D -1 SEE DRAINAGE PROFILES, SHEET DPI -DPII SEE DRAINAGE DETAILS. SHEET OP12-DP16 0 50 100 SCALE IN FEET FOR "AS CONSIRUCTE0 + PLANS" /SRSLY f6T (jy{�(�r STAT FED.AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION =71,00, Washington State Department of Tron3portation SR 167 84 iH AVE. 50. TO S0. GRADY MIAT HOV AND SC &Di D-2 30 �- MASH DESIGNED BY R. SESEPASARA ENTERED BY J. TYLER srin 67 OF $KEY$ CHECKED BY B. ROLLING _ _ — "a *AMR 93WO47 PROJ. ENGR. J. JOHNSON DRAINAGE PLAN DIST. ADM. R.O. ANDERSON '5115133 -;.ADD 3 -CS, & ^asK NOtI REVISION Jc BY �+* o. DATE DATE sR KO"/90 'iP±iLAN�silVllM.a. 'Y Y•.i.�...'iw'�3]�iA g�1L _s��iiT t sDi� +.��ia'�b�.»��etti�:$�ii�e: vii"' i-' �.: JN1 S�2'.'_ W: ik3tiaunNhm. �- aaN+2ciuis.:aai::�vi...._....a. ':: - ....._.. -... rv:.wr.',iF+ras.i + aSVL:.4ft4ew 5Yi'..,." +- �'iA.a+.%i ..�3..C.?..n� °1%Ya .�a�.�....'^b.tiT'Y U?'.- H- .+u+Ac+s't�.Aa!er:.� til �. �i. Wva✓ c�wir ".aFx.,.a:t. < ".}.•..Y34_�i.2f. .cia�..�.a .6�.`. ..: d:[Li.rJ h,�.. _-Li Y.•n'3YUFJ�:i!�n "+2 v.u- x. Sla 5. 0 i� •r r �1 ._ - --- - ---__ I n F- M� J + 0 pi + O 01 O J FRENCH DRAIN T.22N., R.SE., `".M. 0 H o va a '- + — O + + O P N + p N OO1 + O J � SEE SCHEDULE OF ABANDONED J PIP S. DRAINAGE DETAIL SHEET UP -12 905 +TO (91' LT) D V DITCH GIN 10" CHANNEL L 906 +50 (87' LT) L 909 +10 (81' LT) END 10' CHANNEL END CHANNEI. BEGIN 11' CHANNEL �EE DETAIL -FCS - --- -- - cl - -- -- - N 49--- -_ .. 0 0 _ - __-- ---- -- -'a------- � N 46'19'49' - -- ---- - --- - -- --------° -- ---- --- �----- -- ------ ---i- -�- - m I I J ----------------------------------------------------- - - - F 12 - - - - - ._. -. -.4 FRENCH DRAIN 8"CMP L 901 +15 DETAIL - FCS C4 / TRIBUTARY TO GARRISON CREEK U N I FRENCH DRAIN 8 "D I A CMP 1 o was► iaa ■u+ec. 93W047 FED.AID PROJ.NO. 0 v N 0 m J 1 11 0 50 )o0 SCALE IN FEET PROGRAM DEVELOPMENT DIVISION �L31.54 -_ t] II �N1___.__ - -• �FL24. 14 — .FL30.43 _ - __-- --ft3D.75 _ -- - --------------- -- ---- - -- 6164''4, 1:616161: -- i a SEE LEGEND, SHEET D -1 SEE DRAINAGE PROFILES, SHEET DPI -DPII SEE DRAINAGE DETAILS. SHEET DP12-DPI6 Woshington Stote Department of Tronsportotion ASBUILT PLAN E S— JAN 1, 1995 1 SR 167 D -2 84TH AVE. SO. TO SO. GRADY WAY HOV AND SC &DIF, 67A DRAINAGE PLAN 301F 7 ��F,s .6 PLOT4 T.22N., ME., W. I. 70 0 GARRISON CREEK L 916+00 (LT.) 3 BEGIN 6' WIDE DITCH SEE DETAIL-FCS 2, --------------- ----------------- 4 --------------- ---------------------------------------------- 100 -- - - - = - - Ln ------- CQ ;k ------- - M L L. I - - - - - - - - -___ - w ------------ -------------- ------------------ - ------------- ----------------- 4 --- ------------ -------------------- ---- ------------ ------------------------------------------------------------------ --------- --------------- ---------------------------- -------- ----------- ------------------------ -------- ---------- --------------- ------------------------------------ 74 - ------------ -------- ---------------------------- V ---------------------- ---------- ------- Ic -------------------- ------- — a, Ul ................. DESIGNED BY R. SESEPASARA 10 (WASHJ ENTERED BY J. TYLER CHECKED BY B. HOLLING J. - ----H9'03§WffjOw47 I REV I S I 0 50 100 SCALE IN FEET PROGRAM DEVELOPMENT Aoft Washington State DIVISION I fro Department of Transportation SEE LEGEND. SHEET D-1 SEE DRAINAGE PROFILES, SHEET DPI-DPII SEE DRAINAGE DETAILS, SHEET DP12-OP!6 FOR "AS CONS"IRUCTED PLANS" ONLY SR 16T D-3 84TH AVE. SO. TO SO. GRADY WAY HOV AND SUDI SKIT 68 DRAINAGE PLAN 31 7 tin 1 s K,w,/q () t T rl 1 NEW 18" CMP GARRISON CREEK SE RM .02,--- rill FL,3 47 T.22N., R.H.11.1"-A!.M. 47 ENU a nluc vi.1ln BEGIN 4' WIDE DITCH L 916+00 (LT.) — --) BEGIN L 5r3 SEE 6' WIDE DITCH B S E 0 EE ETAIL-FCS ----------------- ------- ---------------------------------------------------- ------ ----- ----------- ------ ------------ -------- A 0 50 100 SCALE IN FEET SEE LEGEND. SHEET D-1 SEE DRAINAGE PROFILES. SHEET DPI-DPII SEE DRAINAGE DETAILS, SHEET DP12-DPI6 ASBUILT PLAN SHEET JAN 1, 1995 ---- ------------ -3 uj ---------------------- .46 --- - --- -ih OOLI 1 2"Cmp 4 \PLUGGED ---------- - ! ------- PROGRAM UNIELOPMENT FL30.51 11 It 10 WAS it------------------ - --------------- --------------- ------ ---------- ---- --------- D-3 --- ---- -- --- gip— ABANDONED -- ----- -------------- ---------------- --- HOV AND SC&Dl ----------------- 93WO47 - ------- --- ------------------------------- 68A —F-5-1--T—Ejg� ---- ------ ---------------------------------- ? --------------------- -------- REVISION JBY, ---------------- ---------------- — -------- �?- I ------------ I-------------- ::, --- - ----- --- --------------- .......... P 0 50 100 SCALE IN FEET SEE LEGEND. SHEET D-1 SEE DRAINAGE PROFILES. SHEET DPI-DPII SEE DRAINAGE DETAILS, SHEET DP12-DPI6 ASBUILT PLAN SHEET JAN 1, 1995 RECtcR tp, jAl J.NO. K_ PROGRAM UNIELOPMENT SR 16T 10 WAS C'Vl�, ON MS:p.Washington State Department of Transportation 64TH AVE. SO. TO SO. GRADY WAY D-3 I% WUMKR HOV AND SC&Dl ShEEi 93WO47 68A —F-5-1--T—Ejg� DRAINAGE PLAN 317 SKIES DATE REVISION JBY, J 0 ox Pi= � b O N PL0T13 i V N o� N� c .° ' • w �Fwb -0 . N_SUY. _ T.22N., R.K., W.M. J a o u o a a 0 • 0 0 r.4.R.m.r. SY6rKa.slYy a .:. ... �55i�1u�'.+` �a�s.. +.��'...,�'.��,MCS`R_�61b+wi_,3 iYW?+'b^a -��.. ]�6- x4 l "Gi0.6r' c :.,• .:..axe ... .y ��. � .'_ w .Y• .5:.�+raa..✓xL`r..�au.�c>S�i: 1 ar4l_.....k�.�'CID301i �6uT» mi" G. w+ rrn. an- clf. Mt�» �, sw•. i�. s. s._....,:= ti�... a+ r. :wM..':�._...�u» + +'i„awi41M"zK.l ":�.::_a... -... _.'v .w..fY- S'ki.•..e3..�. '' . w':_ cv+ 4ia' iYU`+!. �3a�_ a-..- vdv.. YVrm. a. uux.«. �- :w..:._�a:.ea.11��,G..Y�•.�:. J 0 ox Pi= � b O N PL0T13 i V N o� N� c .° ' • w �Fwb -0 . N_SUY. _ T.22N., R.K., W.M. J SEE LEGEND, SHEET D-1 SEE DRAINAGE PROFILES. SHEET DPI -OPII SEE DRAINAGE DETAILS. SHEET DP12 -DP16 0 NI 0 SCALE IN FEET FOR "AS CONSTRUCTED FLANS" ONLY I a o u o a a 0 • 0 0 o O D -4 + 0 �: �c o l0 3 M � °� L VI J 938 +00 (LT) V) a o CHECKED BY B. HOLLINC END DITCH +ar lopme 93WO47 co PROJ. ENGR. J. JOHNSON a DRAINAGE PLAN ctsT —NOM.— R.o. _mNO�RSON M O �«.T�KT �. DATE DATE KEVtSION O O O 5R 1b"/90 ! i J f- + + L 939 +50 (LT) LTP o To TR18UTgRy 7�=1S 00 T BEGIN 4' WIDE DITCH END2DITOHfTB' CREEK w —N y J s 8 I L 935 +20 (92' LT) `i SEE DETAIL - FCS L 930 +00 (LT) + END CHANNEL L 935 +25 LT BEGIN 8' WIDE CHANNEL m - - - - - -- \ BEGIN 4' WIDE DITCH N J 3 a ` � -= � - • � \ � — F -"_- -- _ _ - �_ --I+� -�• _ _ - � R QUA? _ - - ___________ _- --- -------- -------------- -' - _____---- till u� - -- ------- - - - -- — — ----------------------- ------------------- .--- - - ,� �_ -- -_____ _ mil -____._ -- -------- '---- __r___ _ --__..______ ----"o -_ - --- _ - - a — — — 2 _•___-_____ n- ---- -___ _ __ _ __________________'---- - o - - _____-; 0`�A�` ='r _________ III lia {I loll _ 1t _____________ 2 ___ ❑__ Ilo ________ - z- ___ - - _ __i..� III 5- u I ww V) Y w W �N SEE LEGEND, SHEET D-1 SEE DRAINAGE PROFILES. SHEET DPI -OPII SEE DRAINAGE DETAILS. SHEET DP12 -DP16 0 NI 0 SCALE IN FEET FOR "AS CONSTRUCTED FLANS" ONLY I a o u o a a 0 • 0 0 o O D -4 + 0 0 �c o l0 3 M � DESIGNED BY R. SESEPASARA VI J W V) SEE LEGEND, SHEET D-1 SEE DRAINAGE PROFILES. SHEET DPI -OPII SEE DRAINAGE DETAILS. SHEET DP12 -DP16 0 NI 0 SCALE IN FEET FOR "AS CONSTRUCTED FLANS" ONLY I mear STATE FED.AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION State Department of Transporrction 84TH AVE.SOSTO SO.GRADY WAY 84TH FiOV AND SCS`O) -- D -4 l0 MASH DESIGNED BY R. SESEPASARA ENTERED BYLER CHECKED BY B. HOLLINC +ar lopme 93WO47 $69 69 317 SKEEti PROJ. ENGR. J. JOHNSON DRAINAGE PLAN ctsT —NOM.— R.o. _mNO�RSON �«.T�KT �. DATE DATE KEVtSION BY 5R 1b"/90 ! i `yy 6 f ?13 ry 61 6 � 0 ru q T. 2 2 N., R. 5 E., W.M. O co 67 W uj to z 00 (L + UO —u =0 rn 08 C; I Ld 0 + 3c u co tA + w TRIBUTARY to GARRISON "w L 9271+7508' LT) i -w 0 EW-5 39+50(42'LT) END 4' WIDE DITCH ui ON CREEX '.j END V DITCH L 39 Ln z uj 0 + 0 '; L_9_29 +50 (T9.5' LT) + L L21t��CL ro LL 'W n J /BEGIN 4' WIDE DITCH BEGIN 8' W PO ------ [-C.B.TYPE IL 03 D --- S14 -Z:.Lz--z ------ - - ------------------- ------- --- ------------ ----- - ------ ------- - ---- ------- -------- ------------ ----------- - - PII ___j + FRENCH DRATI. -0 Lu D I A C MP L27. 35 --------------- --- -- — — — — — — — — — - - - -- -------- — -------------------------- Fs- - � 11 --------- --- -------------------------------------- ------ - ---- - --------- ------- JL6 2 FL27. 15 UCCED EXISTING 12"PIPE lug 93WO47 ----------- - T-TRT- L 27.58 j -7 'fL 24.99 0 FL 27.08 - -�— -4 ----------------------------- -------------------- - - 02*17'49" E ------ 7 --i r -------------------------------------- '+Lzb.t)Z ------ ------------ --- ---- ---------------- FL 26.68 --- ---- ------------------ A 0 50 100 SCALE IN FEET PROGRAM DEVELOPMENT 'Washington State DIVISION � W.4 Deportment of Transportation SEE LEGEND. SHEET 0-1 SEE DRAINAGE PROFILES. SHEET DPI-DPII SEE DRAINAGE DErAILS. SHEET DP12-DPI6 ASBUILT PLAN SHEETI JAN 1, 1995 1 Lu 3 1,1 0: N SR 167 D-4 84TH AVE. SO. TO SO. GRADY WAY HOV AND SC&DI 69A DRAINAGE PLAN 1 377 fl CJ L; 0 iL C? + ti 39 0 50 100 SCALE IN FEET PROGRAM DEVELOPMENT 'Washington State DIVISION � W.4 Deportment of Transportation SEE LEGEND. SHEET 0-1 SEE DRAINAGE PROFILES. SHEET DPI-DPII SEE DRAINAGE DErAILS. SHEET DP12-DPI6 ASBUILT PLAN SHEETI JAN 1, 1995 1 Lu 3 1,1 0: N SR 167 D-4 84TH AVE. SO. TO SO. GRADY WAY HOV AND SC&DI 69A DRAINAGE PLAN 1 377 I 0 6 S� 6 'LOT12 E_W -S 43 +00 M BEGIN CLEANINC EXISTING DITCH a O i1/ OT _ - J j J� d Q e s 3� T.22N., R.5E., W. M. QII„ w O ll v I! I + II i If ao a 11 i i Vf 0 W i w O II _ 1 • n ; u u ------------------ . - 11 N 0'07 t4 Wn n w 'J ✓ _ ------ --- ---- ----- ----- -- - -- - -- -- ----- ------ -- ---- -- -- - -- -- a TR18UTgRy _ . TO GARRISON CREEK u '` � V1 III i olll __ _________ _ < F- _ Ill.._________ 41 j_ - --'-- L 942 +50 (LT.) 0 cP5 P� MATCHLINE SHEET D -6 L 944 +00 U.T L 948 +00 BEGIN 4' WIDE DITCH END DITCH L948+43.66= S. 212TH 18 +23. l S. 212TH ST. 15 +00 P.O.T.= EW -S 48 +97.80 P.O.T. N-WE 48 +01.99 V' ix m m o w , o 2 W 2 NII� - 4�S ?' 8,. 9 f V Q�1 —, Sp - - - - -- -- N all - Nll - - - - -- N ?g qll z � n •2 s II w w — Z S 11 co 7 u _ ----- - - - '- -- _ r - L 954 +50 (LT.) 0 50 100 SCALE IN FEET ,;�:' STAT FED.AiD PROJ.NO. I PROGRAM DEVELOPMENT 10 1WASH1 I DIVISION L 949 +00 (LT.) BEGIN 4' WIDE DITCH NJ ©V Ll U IJ 2� 2 7` H O lJ W E- LE U UHTERCHAHRM SEE LEGEND, SHEET D -1 SEE DRAINAGE PROFILES. SHEET OPI-DPI1 SEE DRAINAGE DETAILS. SHEET DP12 -DP16 AftkWashIngton State i4wDeportment of Transportation I FOR "AS CONSTRUCTED l PLANS" ONLY SR 16T D-5 e,TH AVE. SO. TO SO. GRADY WAY HOV AND SUDI SHEET Ocw� CHECKED BY B. HOL'.INi Joe AMR I 70 P_R ENGR. J. JOHN SON 93H'047 �°� >� _OJ. DIST. ADM. R.O. ANDERSON EaTT"� DRAINAGE PLAN 3 N= ic.,lxn I DATE DATE REVISION BY SHEM , sR)"/g0 IT12 L ii I It 1� - --------- - -r 14" W In ol------- -------------------------------------------------------------------- ------ ------- ------ ----------- V) --------------- ----- ------------------- --------------------- �TR1 BUigRY TO GARRISON CREEK -464.- RJR --------- --------- - MATCHLINE SHEET D-6 94 03 z ---------------- °II ----------------- ---------------- II Zit-- 0 Ln CM $9.92 Lo F ---------------------------- ----------- -------------------------------- ----------------------------- - - - - - - - - - - ZOU7H 2127H 37HRE177 OH7ERCHAHaE -SEE LEGEND. SHEET D-1 SEE DRAINAGE PROFILES, SHEET DPI-DPIl SEE DRAINAGE DETAILS, SHEET DP12-DPI6 0 50 100 ASBUILT PLAN SHEET SCALE IN FEET JAN 1, 1995 KODEN REGIOR STAT PROGRAM DEVELOPMENT �WASH Adftk Washington State SR 167 U-5 SESEPASARA TYLER 10 DIVISION o UAR Deportment of Transportatin 84TH AVE. S O.GRADY WAY — HOV AND SC&DI - SNE, I HLL JOOHNSON ING AR JOB WU 93W047 70A 11411AIT N*, DRAINAGE PLAN 117 DATE DATE REVISION— SHEETS x ox P � T b � V N N X J d PLOTII G O Q J W z J S i! r a s T.22N., R.K., W.M. OWTH QM27H 9MEE7 llll/n K 0H7ER029E L 948 +43.66= S. 2121H 18 +23. L 948 +00 P.O.T. (58'R1 WE -N 40 +53.86 P.C. l5. 212TH 23 +10.02 P.O.T.= ME -N 39f28.65 P.O.T. \S. 212TH 23 +18.02 P.O.T.= 0 0 v+ m J w z J 2 r SEE LEGEND, SHEET D --1 SEE OR"NAGE PRMLES: SHEET DPI -UPII SEE DRAINAGE DETAILS. SHEET Dri2-Ur6P 0 50 100 SCALE IN FEET n < chi c9 "" "" STAT FED.AID PROJ.NO. PROGRAM DEVELOPMENT SR t67 " " Washington State 84TH AVE. SO. TO SO. GRADY WAY DESIGNED BY R. SESEPASARA 10 WASH DIVISION Department of Transportation HOi/ p��D SCL�01 ENTERED BY J. TYLER JSW2 CHECKED BY B. HOLLING '0° ""'"`" ��^ FROJ. ENGR. J. JOiiNSON 9jy1047 �:s- >NW GIST. ADM. R.G. ANDERSON CtlA71"�T "° DRAINAGE PLAN D -6 I S"EET s 317 SHEETS °7 {4U DATE I DATE REVISION BY I D -6 I S"EET s 317 SHEETS °7 {4U .. :�' .. -T��:i.S7{C+'.."�' ';' _ .... ,._ ., �. � .• :.: '. ;: x.. .' T:'-3.S+a3df5ksxw�i<W!5..s�s,Gh §rsWsd ;..._ ": .<s,:.; .� .,r:.u,: �. < ',,: �. -. Yi+%�wa^us'�'lwwr,4is..Jt.:.f.: � .aAiw'�3'_4•,�.S�:t"�,-90.c"a.�z N`iMSfikriGkB >.Y$Nb'tsdl: Y � is :..<.y: - - .. - zi:A,vXuw�'C..sffi sRSN.ae�w4 -Y+�•7 `�', - �.•�F:.+.6�.�:° _ 4ia.7�dif✓�dt.'.�ti - +a�e�n. SEA¢•. sLti_ as' ia�t` �!:; 2?< �: 3.YJarw"•i,- .m- .u?!- i6ee..�"tl+4 iAwst'bsrkr.:a Alikro' u' tY£{ 'y4.'ih�M.b.%T4uY1i'rz. ^]wwi'IL '+ 3ws: ..iY'.in.•r�.`ri>.�:r'�:_1. -.t. -: tiM'.' v: :4.: e>.: •: i I - i Tom.' T.22N., R.5E., W.M. G o� �•l. eo 11 L 948 +43.66= S. 212TH 18 +23.30' T (1�a' 2 WE-N 48 +00_00 P.T.= L 948 +00 P.O.T. 158 RT) / CT FL21.27 4 FL22.77 t 950 N 01.3 'I1" w L LINE JJ FL26.96.` FL-15.67 MATCHLINE SHEET D -5 SR 167 W __J J T `- __ ._, ------ --- __ _ - -- - - - - -a nr" ail I � -n . v7 - - a�-- ------ ----- -- ------ - - -- --- —; x -- _ ------------------ FL24.79 z - c = y ------------------------------ 'I *O V. v FL26 64 I ----------- }il ` -- -- - - I•I i lIl ------------ �— U.D.P. _ - - _ zl8. OIA sc_c -_- -- -�'_'— -._ _-=r_ _.__ _ .-,.� F =r = —e cla" 'I'll ........ S O T'.1 w r . ' mph- �7- I c 11 '� n p0 II ry/ II if P �3 h �—r WE N 47 +00,01) "P.C.C:\� Y W W S z it C cr 0 ! QI I 2 i I i Tom.' G o� �•l. eo 11 L 950 +00 (RT)O ao 1(� 1 m 11 BEGIN 4' WIDE DITCH M O Ln =__ ____� = = =-H i M 0 �a• r��p� __ �' 2 0 N T n �• /rr ii /h Ili 0 Il JL2_DIA - 1, 4 d -1 �I _ N 00 °01' 430' w ------------------ o u m z WE-14 40453.86 P.C. i - - - - -- - - -- -- ----- u \ 1 '�°• � j ` `� o '+ m- ! S._ wE -N Ir 212TH 23 +10.02 P, U,T,= +28.65 P.O.T. $_21H 23 +18.02 P.O.= S-EW 49 +34.58 P.O.T. a s it _, m W � J ��• n� II .. I �e 9 u a �Jl SEE LEGEND. SHEET D -i SEE DRAINAGE PROFILES. SHEET DPI -QPlI Q SEE DRAINAGE DETAILS. SHEET DP12-DPI6 u o SQ )QO AS @UILT PLAN SHEE1� SCALE IN FEET JAN 1 1995 i � s a „ a _ r " ASBUILT BY G. KODEN "E1OT— PROGRAM DEVELOPMENT , SR 167 _ ,�• TAT PRQJ.NO. .: Nr - — - - -- Washington State 0-6 k DESIGNED BY R. SE_SEPASS =RA _ _ Ic AWASH DIVISION 84TH AVE. S0. TO S0. GRADY WAY ENTERED 8Y J. TYLER I �� portation t _ 1 Deportment of Trans HOV AND SUDI „ ^ CHECKED BY B. HOLLING 71d - -- — - _93WO47 ENCR. J. JOHNSON ,am7�i DIST. ADM._ R.Q. ANDERSON_ �"T"Kf'p• DRAINAGE PLAN 3i7 iC DATE REVISION E•' I vcFn ,r - se as_,Rrr„ � ....+frY .cM -'.� F.•R O.. .q• ♦ ..- x. nu.w'!a•;4 're+':w, a YY a ^^.2, �' �.2C.,a.:.!P 5 _. • . >,.•,.-- c;-*�.,-i,.+.wrix,: +�:�i ;.,!,.s?e`•t,- ^;r,_.:,.:� r�^<s�•'�.r.�°°e�.,.- ;•�syv ..r ,,.wsr a-. ... .,�.�,..: �..�a.�':�•, ,, ,r:, .. _ r...- .....•.... ... .. - .. _ ,.a.- eirarr. ,... .,: .. .. .. .5..:s. ...,x...., - ?:'S' ., yi T Ili 0 Il JL2_DIA - 1, 4 d -1 �I _ N 00 °01' 430' w ------------------ o u m z WE-14 40453.86 P.C. i - - - - -- - - -- -- ----- u \ 1 '�°• � j ` `� o '+ m- ! S._ wE -N Ir 212TH 23 +10.02 P, U,T,= +28.65 P.O.T. $_21H 23 +18.02 P.O.= S-EW 49 +34.58 P.O.T. a s it _, m W � J ��• n� II .. I �e 9 u a �Jl SEE LEGEND. SHEET D -i SEE DRAINAGE PROFILES. SHEET DPI -QPlI Q SEE DRAINAGE DETAILS. SHEET DP12-DPI6 u o SQ )QO AS @UILT PLAN SHEE1� SCALE IN FEET JAN 1 1995 i � s a „ a _ r " ASBUILT BY G. KODEN "E1OT— PROGRAM DEVELOPMENT , SR 167 _ ,�• TAT PRQJ.NO. .: Nr - — - - -- Washington State 0-6 k DESIGNED BY R. SE_SEPASS =RA _ _ Ic AWASH DIVISION 84TH AVE. S0. TO S0. GRADY WAY ENTERED 8Y J. TYLER I �� portation t _ 1 Deportment of Trans HOV AND SUDI „ ^ CHECKED BY B. HOLLING 71d - -- — - _93WO47 ENCR. J. JOHNSON ,am7�i DIST. ADM._ R.Q. ANDERSON_ �"T"Kf'p• DRAINAGE PLAN 3i7 iC DATE REVISION E•' I vcFn ,r - se as_,Rrr„ � ....+frY .cM -'.� F.•R O.. .q• ♦ ..- x. nu.w'!a•;4 're+':w, a YY a ^^.2, �' �.2C.,a.:.!P 5 _. • . >,.•,.-- c;-*�.,-i,.+.wrix,: +�:�i ;.,!,.s?e`•t,- ^;r,_.:,.:� r�^<s�•'�.r.�°°e�.,.- ;•�syv ..r ,,.wsr a-. ... .,�.�,..: �..�a.�':�•, ,, ,r:, .. _ r...- .....•.... ... .. - .. _ ,.a.- eirarr. ,... .,: .. .. .. .5..:s. ...,x...., - ?:'S' ., o g eZ NN O vW Nei C/N T.22N., ME., W.M. L 969+00 SEE DETAIL FCS L 965+75 LT BEGIN 6' WIDE CHANNEL_ END DITCH 00 c BEGIN 8' WIDE CHANNEL _L 9684�90 8 SEE DETAIL FCS + + 0 L 962+60 (LT.) L 964+00 (LT.) END CHAN L 4 CREEK + BEGIN 4' WIDE DITCH GARRISON 5 L j W z GARRISON CREEK --------------------------------------- ------------ 1114 ------------------- t l ----- --------- U ------------- C) �tl ------- ------- C. ti + aJ 4T -a --------- 'jAA P 6. jL lE ------------- ----- - --- -------- � ----------- - --------------- -------- 9 DRAI PIPE DETAIL-SEE SHEET W-17 IL 960+66.07 P.O._T.m SEE SCHEDULE OF ABANDONED PIPES. 5_._268TH_1749.40 P.O.T. DRAINAGE DETAIL SHEET DP-12 L 956+00 RT END DITCH BEGIN 10' WIDE CHANNEL L 960+20 (RT) END CHANNEL SEE DETAIL _ FCS I 0 so I SCALE IN FEET I — ._.-1.-17J3 -- SEE LEGEND. SHEET D-I SEE DRAINAGE PROFILES, SHEET DPI-DPIl SEE DRAINAGE DETAILS. SHEET OP12-DPI6 CONSTRUCTED F FOR "AS CONSTRUCTED p ia Njj LS" 0 N LY 00. PROGRAM DEVELOPMENT AO!-ft%l SR 167 & 'm Washington itate D-7 DE SIGNED BY R. SESEPASARA 10 Sp! DIVISION MAV 84TH AVE. SO. TO SO. GRADY WAY my. vf ENTERED BY J. TYLER Apv Deporfmen* of Transportation CKTt �KER Y B. HULL! jag mmr`+ NOV AND SCSD( ­ SWET I 1 PROD. EN R. J. JOHNE 93W04? 72 DIST. ADM. R.O. ANDERSON cc"71c1 7* 1 DRAINAGE PLAN END CAST -IN -PLACE CONC. BARRIER SINGLE SLOPE T.22N., R.5E., W. M. 1 I ° `. GARRISON CREEK w w uT zi J I GARRISON CREEK I' IE 23.30 — - II FL19.59 .� - 'r-- QD - FL21.02 -- - - - -- -- - - - - - _ _ i -= -- ------- ------- - -- --- --- --- - - - --- ------------------- {Irt 0 N 02.17 49 E _ O -- — i - -- — — o L 2 1 .73 {{ — --------------------------- o- - - --- --- - -- - --- ------ -- - -- - - -- -- fL2Y.66� I 11NF — .—. -- - - — � W {9T _ � _e• n n P � cer. - D_ ._F._ z U _ __ IL 3 R iia w -- a II " it � _ _ - - _ , F L24 71 - ---- - --. , � r�PLU ^vGEO EXIST fi" i __ - - -- —� - - -- — 9y1DRA PIPE DETAIL SEE SHEET W-17 / F- N H � O " a a s °0 of 0 o� o a + + ;' o 'n p T I T.22N., R.5E., W. M. 1 I ° `. GARRISON CREEK w w uT zi J I GARRISON CREEK I' IE 23.30 — - II FL19.59 .� - 'r-- QD - FL21.02 -- - - - -- -- - - - - - _ _ i -= -- ------- ------- - -- --- --- --- - - - --- ------------------- {Irt 0 N 02.17 49 E _ O -- — i - -- — — o L 2 1 .73 {{ — --------------------------- o- - - --- --- - -- - --- ------ -- - -- - - -- -- fL2Y.66� I 11NF — .—. -- - - — � W {9T _ � _e• n n P � cer. - D_ ._F._ z U _ __ IL 3 R iia w -- a II " it � _ _ - - _ , F L24 71 - ---- - --. , � r�PLU ^vGEO EXIST fi" i __ - - -- —� - - -- — 9y1DRA PIPE DETAIL SEE SHEET W-17 / I SEE LEGEND. SHEFT D--1 SEE_ DRAINAGE PROFILES, SHEET DPI-DPII SEE DRAINAGE DETAILS, SHEET DP12-DPI6 o so loo ASBU I L T PLAN SHEET SCALE IN FEET JAN 1, 1995 - ASBUIL7 BY G_KO�EN "f4,o0"STATE FED.AID PROJ.NO. _ _ __ —� - - -- PROGRAM DEVELOPMENT ' SR 167 OE53GNELT sv R. SESEPASAPA �— i0 MASH DIVISION Washington State D -7 iNTERED Br —�. TYLER _ Deportment of Transportation 847H AVE. S0. TO S0. GRADY WAY CHECKED BY B. H_OL! I_NG HOV AND SCBDI SHEET PROJ. ENLR. J. JONH50N _ - -- 93WO4 i I 72A W D_1S_T_- ADM. R.o. ANDERSON DRAINAGE PLAN 3117 DATE DATE REVISION iBy. - .._ .. _.- . —_., , _. .., � .., ...., .. .,..e. -, .— ..,.e -�.... �. -..-. .,- -o... ,. A- �..,..-. �-. �.,,,- �:,,..•._..,. �,.-,- �. �.,.,._. �, .�..�..�.>.- _.:— °,�--- .- .` -.... ,. �... �...„.._.:; .. n - - �,:. -.- _ _,. �-. .,..<::x,�- .;�r.-z+..�;a:<..4z. m<_.vrssaras -rx ,: :_ s L 960 +86.07,P_._O. T.= ( _ S. 208TH 17 +69.40 P.O. T. /L 1 955 +00 �{ BEG1N 10' WIDE CHANNEL L960 +00 (79'RT) END CHANNEL SEE DETAIL - FCS I (STACKFD) FL21..42 ,?,�'DIA. kIST:24 CONC. FL21.23 12 "DIA.PIPE k - I SEE LEGEND. SHEFT D--1 SEE_ DRAINAGE PROFILES, SHEET DPI-DPII SEE DRAINAGE DETAILS, SHEET DP12-DPI6 o so loo ASBU I L T PLAN SHEET SCALE IN FEET JAN 1, 1995 - ASBUIL7 BY G_KO�EN "f4,o0"STATE FED.AID PROJ.NO. _ _ __ —� - - -- PROGRAM DEVELOPMENT ' SR 167 OE53GNELT sv R. SESEPASAPA �— i0 MASH DIVISION Washington State D -7 iNTERED Br —�. TYLER _ Deportment of Transportation 847H AVE. S0. TO S0. GRADY WAY CHECKED BY B. H_OL! I_NG HOV AND SCBDI SHEET PROJ. ENLR. J. JONH50N _ - -- 93WO4 i I 72A W D_1S_T_- ADM. R.o. ANDERSON DRAINAGE PLAN 3117 DATE DATE REVISION iBy. - .._ .. _.- . —_., , _. .., � .., ...., .. .,..e. -, .— ..,.e -�.... �. -..-. .,- -o... ,. A- �..,..-. �-. �.,,,- �:,,..•._..,. �,.-,- �. �.,.,._. �, .�..�..�.>.- _.:— °,�--- .- .` -.... ,. �... �...„.._.:; .. n - - �,:. -.- _ _,. �-. .,..<::x,�- .;�r.-z+..�;a:<..4z. m<_.vrssaras -rx ,: :_ �Y�`� -... - -- _: ."».,�.�..x...:ks.�- ,.m:.,.«.a- - .rxa`�.-�'�.z.�s,:,,mr�,:' .,ate,;:. _ .„ . ++ :.' �am�e�w. m�.::: �- ��ri: X.- n: �¢ a�::_.. �'>....-... ���:.; �k,. �•+"" �. �x<. ��S�sr .'ar..�s.w:kk:�:;�3�e.u.c�..�kk :. a.: �zmro..%2�.;:�v.,..;g+::sa:�i•.. x �,as:::t�.,..ttTt::. I 0 � s P �n O N d 4 a u N NN H nw� JF Z i J ��avW QJi -zuvi T.22N., ME., W.M. L 974 +50 (86' LT) L 974 +70 (86' LT) -------------- ---- ----- --------- --- -- - ---- -- SEE DETAIL - FCS � SEE DETAIL - FCS -END CHANNEL - � BEGIN 8' WIDE CHANNEL GARRISON CREEK GARRISON CREEK L 980 +00 (LT) E4D 8' WIDE CHANNEL BEGIN 12' WIDE CHANNEL 0 50 100 SCALE IN FEET SEE LEGEND. SHEET D -1 SEE DRAINAGE PROFILES. SHEET DPI -DPII SEE DRAINAGE DETAILS. SHEET DP12-DP16 FQ "AS C1ST111TED ALAS" C1LY 6i W. �E', STAT O FED.AID PROJ.NQ._ PROGRAM DEVELOPMENT A4ft Washington State SR 167 D -g DESIGNED BY R. SESEPASARA 10 WASH DIVISION � ggTH AVE. SO. TO SG. GRADY WAY ENTERED BY J. TYLER Deportment of Transportation CHECKED BY B. ROLLING JOB NmMft HOV AND SCZi�D! snccr PROJ. ENGR__ J. JOHNSON -- - 93W047I 73 DIST. ADM. R.O. ANDERSON CM�R*CT � DRAINAGE PLAN 317 I . _.. ... -. _._.. .._. _ _ . : , .,.:. -. ...- _a -. :. ._ .., . .. .. _ � - ..'.�- �- �r- ���-- ,ea;> -� r - ..ter -•'.. - - �. ... - �- - -• �. .. _ .._ ... _ ..-. "'llp ...... ....... — — -- —}-- -- - -- 0 7--- ¢_ - ----� m c — m -- - ----------------- uj O ;g - Ilm - - - — ------ -- -- - ---- -- --- --- -- �... ... .- __ - — -- -- -------- -- -- ---- -- -`--- -- ---- -- ------ .___-____-_ ----- -- --- - --- --- -- --- -- ---- -- - -- - - --- --'-- -- ---- ---- - ----- =-- -- ---- ------ Its 4 �u -- - Z ----- --- -- - - 0 50 100 SCALE IN FEET SEE LEGEND. SHEET D -1 SEE DRAINAGE PROFILES. SHEET DPI -DPII SEE DRAINAGE DETAILS. SHEET DP12-DP16 FQ "AS C1ST111TED ALAS" C1LY 6i W. �E', STAT O FED.AID PROJ.NQ._ PROGRAM DEVELOPMENT A4ft Washington State SR 167 D -g DESIGNED BY R. SESEPASARA 10 WASH DIVISION � ggTH AVE. SO. TO SG. GRADY WAY ENTERED BY J. TYLER Deportment of Transportation CHECKED BY B. ROLLING JOB NmMft HOV AND SCZi�D! snccr PROJ. ENGR__ J. JOHNSON -- - 93W047I 73 DIST. ADM. R.O. ANDERSON CM�R*CT � DRAINAGE PLAN 317 I . _.. ... -. _._.. .._. _ _ . : , .,.:. -. ...- _a -. :. ._ .., . .. .. _ � - ..'.�- �- �r- ���-- ,ea;> -� r - ..ter -•'.. - - �. ... - �- - -• �. .. _ .._ ... _ ..-. �» ao , GARRISON CREEK — GARRISON CREEK • o 0 FL23.00 -- v - — - m -- ----- --- - - -- - -- - - ----- ---- -- - - - --- - _ a, - ----- -- - -- -- - o II° iFL24.05 t + ----- - — O _ - iA _._ -'� - -7_'- --- ___________N_^1 2 �•r'e aE`3G nun R______ __--------- -- _--'_—___-- -_—_- _ _ 6 .O ---------- - ---------------------- r O ____..______. ____ - - - - -- C - _________________ -- ---- -- -- - - -- - - - - - -- - __._____ Q -- _ - -_._— B. DIA PLRF.D.P..- -_. —__ -- ._— _ - -__— 6••0IA UNDERDRAIN -__,.1 �-- GRATE INLET EXISTING UNDERDRAIN J 4 'D a n i 0 J n SEE LEGEND, SHEET 0-1 SEE DRAINAGE PROFILES, SHEET DPI -DPI! SEE DRAINAGE DETAILS, SHEET DP12-DPI6 3 n m R, ASBUILT PLAN SHEET 0 50 100 SCALE IN FEET JAN 1, 1995 n ¢` p u ASBUILT BY G. KODEN _Lp'STeT FED. AID PROJ.NO. ¢ PROGRAM DEVELOPMENT AVJU SR 16! — PQ ? 10 MASH DIVISION Woshington State 84TH AVE. S0. TO SO. GRADY WAY D -8 DESIGNED BY R. SESE.PASAR_A E'1TEED 6Y I. TYLER — -- " Z. Department of Tronsportotion HOV AND SUDI CHECKED BY BHOLLING ,� A 93WO47 sw>:, 73A nZ. Fkoo. ENeR. �. iDHNSON — —` — - -- _ -� _ oN "w DIST. ADM.__R.O. ANDERSON DRAINAGE PLAN 3I7 I DATE 1 DATE —� REVISION 8Y, swfTs 2 a t 1 f f b } .. _ y,_ .,. ...,. . r-^^+.>. tn'•. T.. .ti..s+n,s- y�e.�ner.3• +�r+'+ - -_. .y.��...8 ffi'�;, .. : us. ... + �,vw •ve +..+s ., r - � .� -' �.- ...w•i +. :. . ^_sL-z..0 ..k._ .♦ -.. .. r .....�".- ..._.. Ni:..iv- ;..+.R..�- yG.,.._ .. .. ... .. _. ... +c"m'wf .. .++n'^F_': . s;.;• Tr?. `.^�C' °,T^.'f�- '^S.'...ws. +•i.: �.zY .- ur.�-y'�:.. .- �w;yzsos'S•maW:lF✓axa.. °K - inL.?...a« ,.� ' f : - 'aa•Kw+wh� r. .y <, nJ. £,.. �5..- ..:.. .. :.. .. '. �@ V 7?.°. ?.,... -.- ....... - b..'w4n: Mt/se�f4.+ianA. �'"'� ?N _ ..+ .. 'tk.' s.,t'^F.r..Y . °p"...'.�' - �'4".3!a m _. .. _. $L<:�' -,.° .. _ _ - - .�.,r. r a Px ON O NN O T.22N, R.K., W.M. L•994+20 (88' LT) BEGIN 8' WIDE CHANNEL +00 (88' LT) SEE DETAIL - FCS qANNEL I L 996+65 (LT) GARRISON CREEK GARRISON CREEK L__997 +15 (LT) BEGIN 8' WIDE CHANNEL SEE DETAIL - FCS �1- 10 J. CHECKED BY 5. HUL-,INU iil n I v w rl 0 -1 Anwm1n.1i i i i 1 � 931N047 e. ar -1 0 5�0 100 SCALE IN FEET FED.AID PROJ.NO.l PROGRAM DEVELOPMENT I D,VIS i ON SEE LEGEND. SHEET 0-1 SEE DRAINAGE PROFILES, SHEET DPI-DPll SEE DRAINAGE DETAILS, SHEET DPI2-DPI6 A01%6 Washington State i7ro"Department of Transportation I FOR "AS CONSTRUCTED PLANS" ONLY SR 167 84TH AVE. SO. TO S0.GRADY, WAY HOV AND SC&Dl DRAINAGE PLAN 0-9 74 w 317 ..... . .. . . ........ ... . . . ................. .7 IT ---------------- - -------------------------- — — — — — — — - - - - - ------------ -II ----------------------- ---------------------------------------------------- ---- --- ------------- -nl ir ---- ------ - --------------------------- ---------- --------------------------- - - ------ - --- ------- ------- ------ -------------- W JL-- li.. Y U___---- - --------- ---- _11____ ------------ - - - - - - - - - - - - - n nes ___- - - - - - - - - - - - - - - - .4 -6 - -- -- - -- - - - - - - If— ------ it; - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . - - - - - - - - - - - - - - zl — - - - - - - - - - - - - - - - - - - - - - - -ir VtA- PERF.-90 , , * 3 = 2 10 J. CHECKED BY 5. HUL-,INU iil n I v w rl 0 -1 Anwm1n.1i i i i 1 � 931N047 e. ar -1 0 5�0 100 SCALE IN FEET FED.AID PROJ.NO.l PROGRAM DEVELOPMENT I D,VIS i ON SEE LEGEND. SHEET 0-1 SEE DRAINAGE PROFILES, SHEET DPI-DPll SEE DRAINAGE DETAILS, SHEET DPI2-DPI6 A01%6 Washington State i7ro"Department of Transportation I FOR "AS CONSTRUCTED PLANS" ONLY SR 167 84TH AVE. SO. TO S0.GRADY, WAY HOV AND SC&Dl DRAINAGE PLAN 0-9 74 w 317 ASBUI T.22N., R.H., W.M. GARRISON CREEK GARRISON CREEK FL20.98 FL 18II I FL 18. 90 x GND EL 24.93 FL23.39 -------------- It - - - -- - - ------------------ -------- ---------------- tl ---------------------- 0 -------------------------------------------------------- ------------ 11 - ::77 ------- ----------- I! /IL22.10 -0 0 FL22.52 ;; FL19.4 + - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - v 1 'T K I r - - - - - - - - - — - - - - - - - - - -------- --- FL24.28 ---------------------- -- ------ ---------- ------- ------- -- ----- - - - - --- ----- - ---- -------------------------------- -- ------------- ------- -------- - -------- -------------- ----- -- - -------------- uJ FL26.46 -------------------------- --- -= q ------------ ------------------ ---- -------------- -------------- ------ - ----- 11 1 ------ - ------------------- 4 < ------- --r 01A �4 FL24. 17 FL20. 19 LOCATED FL22.90 ADM. R ING os 4- C14 _J 0 50 100 SCALE IN FEET SEE LEGEND SHEET D-1 SEE DRAINAGE PROFILES, SHEET DP I-DPII SEE DRAINAGE DETAILS. SHEET DP12-DPI6 ASBUILT PLAN SHEET JAN 1, 1995 RECT 00. STAT, FED.AID-PROj.NO. PROGRAM DEVELOPMENT AdMLWoshington Stote SR 167 D-9 10 WASHI DIVISION 'mDeportment of Tronsportction 84TH AVE. SO. TO SO. GRADY WAY Joe wimun w7A# HOV AND SC&Dl 111,10171 74A DRAINAGE PLAN 317 PEVISION By U O C f O n 470 P E S V Y r V � S O N N Z 6 - _ s T.23N., R.H., W.M. SEE LEGEND. SHEET D-1 SEE DRAINAGE PROFILES, SHEET DPI-DP1I SEE DRAINAGE DETAILS, SHEET DP12 -OP16 O O Q J W 2 J S lJ H Q i FOR "AS CONSTRUCTED O SCALE IN FEET ONLY {(I r4 �r o ra rti ��- _ *E0'0M TATE FED.AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION 0."21.110 Washington State �i Department of Transportation SR 167 84TH AYE. SO. TO SO.GF.ADY WAY HOV AND SCatOI D -10 10 WASN C�E5IGNED BY R. SESEPASARA ENTERED BY J. TYLER HECKED BY B. HOLLING 93WG7 s�'tt 75 PROJ. ENGR. J. JOHNSON DRAINAGE PLAN >NW DIST_ADM. R.O. ANDERSON x317 S --!-I T+ + a 1 _ DAiE DATE REYISiON �, Y 5R tb-If90 GARP,ISON GRV 2 CMP FL20.20 FL 19.60 - N ° � � LCU.D p.' sit------------- -- ---- ---- --- ---- -- -- -- - -- - -- - c - - --- ------�H- -- -- -- - - -- - -- --- Jli.�_.- �— -- - --- d- o �p FL20.60 ------ ---- -: - - ..__.._.. LJ - -r - - -- --- `- - - --- -- - --------- O -- -- - - --- - II III 4� r �.. v p FL21.00 a g ____ i IB "01A CONCRETE FL25.66 FL24.60 ' F ly. -- II L 63 --- - -- B -------------- ---- - --- - --- -- FL26.21 - FL25.50 r' FL23.27 FL22.20 \ \mll d1- 3- GL_56: -q9- - - - - - - _ - - - - - - - - - - - -__: --- ---------- --- - - - --- -- -- - - ---- -- ° s s i� l d / /ii / / !r / / /i / / a / / r / / G'i' lIi I l > o //•� O ia - y li - _ -_ - _ _ _ - - - - - -- _ u - X7-7 II8 - --- ---- -- ---------- - - - - -- ----------------- --------- - - - -- 1LEA 6ONCRETEf 18 a _ _— '01A CONCRETE/ SEE LEGEND, SHEET D-1 SEE DRAINAGE PROFILES, SHEET OPl -DPll SEE DRAINAGE DETAILS, SHEET DP12-DP16 0 50 100 ASBU I L T PLAN SHEE T SCALE IN FEET JAN 1 , 1995 ASBUILT BY G. KODEN _ _ _... as w' NU, STAT 10 IWASH� m1 R 93W047 COTRAC7 40. FED.AID PRDJ.NO. - -- PROGRAM DEVELOPMENT T-TC-?^L# Wash inQton State DA v Aacvly 1 Deportment of Transportation I I SR 167 84TH AVE. SO. TO SO. GRADY WAY HUV AND SC &DI D -10 !MEET 75A �1 z S." TS DESIGNED BY R. SESEPASARA ENTERED BY J. TYLER CHECKED BY B. ROLLING , PROJ. ENGR. J JOHNSON _ 015T. ADM. R.O. ANDERSON DATE _ DATE REVISION — +BY DRAINAGE PLAN - - T.23N, ME, W.M. .............. . . . 7 . . F . . 7 7 7 . . I . . . . . . . . y3\ ---------------- - -------- - - 11 c6x- .............. ----- ---------- ------------ --------------- ------------------------ -------------------------------- ------------------- all ------------------ ------------------ -- cj ------ ------------------------- ----------------- ------ ------ i - - - - - - - - - - - - - - - - t -I' TNF ------------------ -- H ------ - - - - - - ------------- ---- ----- --- -------------- ----------- _j ---------- - - -- - - - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I Ij t I u 0 50 100 r`"---- ------ I r---------- L 1017+85 (LT) L ------------------- 1.1 ---------------------------------- v a ISTAT END CHANN END H ARN N PROGRAM DEVELOPMENT ------- L 1011+25 (86' LT) SEE DETAIL FCS SEE D'T A IC FCS --------- NO NAME CREEK END CHANNEL,, 10 WASH DIVISION DESIGNED BY R. SESEPASARA 2 5 + I L I ---------- L 1015+80 (LT) ENTERED BY J. TYLER BEGIN 8' CHANNEL BEGIN HAN B 6�0 WIDE C N�� 4 L 1018+15 Q-11' . ......... C HE CKED BY B. ROLLING "70 ;EG --------- SEE DETAIL - FCS BEGIN 8' WIDE CHANNEL L 1024+35 (LT) END CHANNEL L 1024+65 (LT) BEGIN 8' WIDE CHANNEL V) .............. . . . 7 . . F . . 7 7 7 . . I . . . . . . . . y3\ ---------------- - -------- - - 11 c6x- .............. ----- ---------- ------------ --------------- ------------------------ -------------------------------- ------------------- all ------------------ ------------------ -- cj ------ ------------------------- ----------------- ------ ------ i - - - - - - - - - - - - - - - - t -I' TNF ------------------ -- H ------ - - - - - - ------------- ---- ----- --- -------------- ----------- _j ---------- - - -- - - - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I Ij t I u SEE SCHEDULE OF ABANDONED PIPES, DRAINAGE DETAIL SHEET OP-12 SEE LEGEND, SHEET 0-1 SEE DRAINAGE PROFILES, SHEET DPI-DPIl SEE DRAINAGE DETAILS, SHEET DP12-DPI6 FOR "AS, CONSTRUCTED PLANS" ONLY Alwilk SR 167 2� Washington State w- AN Deportment of Transportation 84TH AVE. SO. TO SO. GRADY WAY IflAq I MOV AND SUDI DRAINAGE PLAN D-11 76 or 517 0 50 100 SCALE IN FEET ISTAT FED.Al 0 PROJ.NO. PROGRAM DEVELOPMENT 10 WASH DIVISION DESIGNED BY R. SESEPASARA ENTERED BY J. TYLER C HE CKED BY B. ROLLING "70 amp w 93WO47 - PROJ. ENGR. J. JCHNSON DIST. ADM. R.O. ANDERSON SEE SCHEDULE OF ABANDONED PIPES, DRAINAGE DETAIL SHEET OP-12 SEE LEGEND, SHEET 0-1 SEE DRAINAGE PROFILES, SHEET DPI-DPIl SEE DRAINAGE DETAILS, SHEET DP12-DPI6 FOR "AS, CONSTRUCTED PLANS" ONLY Alwilk SR 167 2� Washington State w- AN Deportment of Transportation 84TH AVE. SO. TO SO. GRADY WAY IflAq I MOV AND SUDI DRAINAGE PLAN D-11 76 or 517 0 50 100 SCALE IN FEET ASBUILT JAN AN 1 . PLAN SHEET 16T D-11 S0. GRADY WAY SC &DI SET laA PLAN 317 1995 ASBUILT BY G. KODEN _ _ i — 1.G104 STA7 F'ED.AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION Woshin ton �' v Deportment Stote of Tronsportotion 84TH AVE. 50. HOV SR TO AND 10 WASH 10 DES]GNED BY_ R. SESEPASARA EN'ERED_3Y J. TYLER CHECKED BY B. ROLLING _ +�R 93WO47 P_R_OJ. ENGR. J. JOHNSON DRAINAGE DIS% ADM. R.O. ANDERSON ��TRKT�• DATE DATE _ REVISION BY 9-"4 n. tia��. ssms '� °*i- ��ia"c�'.Xv�S'•3:�,�{i,. m,.. �.- ....�..,o._.....,_._..._€w�s ..za,.,.:� - .- .�..rs:,....a.:.:�.`a�L: K.a?^.6?�� amtvnMla4 •iSca�a+.�u.,x:..�e,�eL+ex.wa. ...�a::u.,�mte...m 7s:i•Xt.,,.k <i aia �, �: vr. �r+.wnwuxc- tar�n.R..Y <..,.�.,v...,.y .,...... .. ...�...�f ,_ �...._. ,._, v.. -. _ ...,.,.�.. _.._. . 0 ax P 1 Z b Y C: PLOTS L 1029 +85 (86' LT) "ND CHANNEL SEE DETAIL - FCS NO NAME- NO NAME CREEK L 1041 +55 (LT) END CHANNEL SEE DETAIL - FCS L 1041 +70 (83' LT) BEGIN 8' WIDE CHANNEL SEE DETAIL - FCS s v N �s d NN 4 N =suvxi SEE SCHEDULE OF ABANDONED PIPES. DRAINAGE DETAIL SHEET DP -12 0 50 100 SCALE IN FEET AR2 43 +25.0_0 P.O.T.= _ L 1043 +25.00 P.O.T. (67'RT.) SEE LEGEND, SHEET D-1 SEE DRAINAGE PROFILES. SHEET DPI -DP11 SEE DRAINAGE DETAILS, SHEET DP12 -DP16 FOR "AS CONSTRUCTED PLANS" ONLY FED.AID PROJ.NO. PQ4CRAM OEyEI.OPMENT � SR I67 R. SESEPASARA J. TYLER E —E , DIVISION '� Mashington State A Department of Transportation 84TH AVE. SO. TO 50. GRApY WAY °o ...---- ----- --- -oL ----- -- - - ---- ---------------------------------�u +a ~rra 93WO47 YI H�JV AND SG&DI 77 J. JOHN50N R.O. ANDERSON + _u 1 ----------------------------------------- 317 – o (V __.._ _________< ______ - _._ _;_�, v.W...._.._ .... v .....- .� >��- ..- �..- .+,- xm��.w�. u+n+w..au. �.- ..>ra...+ was.- _..- <.- u.,.rrt.....r,. m m -� _ •- _ ���Ie3F�, - .._____________ _ _______________..____________- __ - -___ SR te _______ Q' ___ _till i______.._____ 11 � V, ____________- ________.____ — z -+ ______ _____ ____M_____- _______._ -_ -___ _._______ ____________.__________________ ------------------------------'- _.._ III Lu s v N �s d NN 4 N =suvxi SEE SCHEDULE OF ABANDONED PIPES. DRAINAGE DETAIL SHEET DP -12 0 50 100 SCALE IN FEET AR2 43 +25.0_0 P.O.T.= _ L 1043 +25.00 P.O.T. (67'RT.) SEE LEGEND, SHEET D-1 SEE DRAINAGE PROFILES. SHEET DPI -DP11 SEE DRAINAGE DETAILS, SHEET DP12 -DP16 FOR "AS CONSTRUCTED PLANS" ONLY FED.AID PROJ.NO. PQ4CRAM OEyEI.OPMENT � SR I67 R. SESEPASARA J. TYLER WSTA7 0 WASH , DIVISION '� Mashington State A Department of Transportation 84TH AVE. SO. TO 50. GRApY WAY 0-12 -swil 6. HOLLING +a ~rra 93WO47 H�JV AND SG&DI 77 J. JOHN50N R.O. ANDERSON _ can�cT DRAINAGE PLAN 317 DATE DATE REVISION SY srcen - _._ _;_�, v.W...._.._ .... v .....- .� >��- ..- �..- .+,- xm��.w�. u+n+w..au. �.- ..>ra...+ was.- _..- <.- u.,.rrt.....r,. - T,z..::Y._•�e- _ �f�"`.. , ._.7'S'� '�'�ie� q}" r,.fR4'�mr .aa�w A: S. _-.a"v�f+ju Y- -.. -g: Y -� _ •- _ ���Ie3F�, S D 15 A10 N4 ME T.23N., R5E., W.M. - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------------- -------------- ------------------ --1 -- ---' NO NAME CREEK SEE LEGEND, SHEET D-1 ra SEE DRAINAGE PROFILES, SHEET DPI-DPIl SEE DRAINAGE DETAILS, SHEET DP12-OP16 0 50 100 ASBUILT PLAN SHEET SCALE IN FEET JAN 1, 1995 r. ASSUILT BY G. KODEN !STATd FED.AID PROJ.NO. PROGRAM DEVELOPMENT A00L SR 167 t DESIGNED BY R. SESEPASARA i 10 WASH DIVISION woshington $tote D -12 ->.. " ^� ENTERED BY J. TYt ER 84TH AVE.SO.TO SO. GRADY WAY JcJ� --HOV AND SC&Dl -4ET C-K--tl) BY B. I:OLLING t CHECKED - PROJ. ENGR. J. JOHNSON 93W04 77A 317 U157. DRAINAGE PLAN DATE DATE REVISION BY WETS FL20. 10 I FL17.01 FL19.58 ---------------- 2-1 rIFI-20.56 - a, ------------------------------------------------------- JL - - ------------------------- ----------------- *o ----------- ------------------------------------------- 4L ---------- -------------------------------------------------------------------------------------- LZ ----------------------------- ------------- - --------------- cli 10 + FL22.44 --------------- 0 ::z_z -------------------------------- ------------------- = --------- -- - -- --- ------------------- ' FL 23 .26 N, --- ---------- - --- ------ - -1-1 - - S R 167 ------- ---- --- - N 10'5649- E L LINE ------ :— V "I ------ --: ------ -- ------- ------------------ -- ----------- :-_-zz ------------------ ----------- zz ---------- ------------------- ui Z- ------------- ----- 4 ----------------- -------------------------- ue ------------------ 4 ---------------------------------------------------- --------- ------ ------------ ------------------ -------------- ---------------------------- -- I --------- - ----------- -------- --------- - - ---------------------------------------------------- ------ ---- --- -------- ------------------------------------- --------- --------------- ------------------------- ---------------- ------ LU 'Ll ----------- C5 SEE LEGEND, SHEET D-1 ra SEE DRAINAGE PROFILES, SHEET DPI-DPIl SEE DRAINAGE DETAILS, SHEET DP12-OP16 0 50 100 ASBUILT PLAN SHEET SCALE IN FEET JAN 1, 1995 r. ASSUILT BY G. KODEN !STATd FED.AID PROJ.NO. PROGRAM DEVELOPMENT A00L SR 167 t DESIGNED BY R. SESEPASARA i 10 WASH DIVISION woshington $tote D -12 ->.. " ^� ENTERED BY J. TYt ER 84TH AVE.SO.TO SO. GRADY WAY JcJ� --HOV AND SC&Dl -4ET C-K--tl) BY B. I:OLLING t CHECKED - PROJ. ENGR. J. JOHNSON 93W04 77A 317 U157. DRAINAGE PLAN DATE DATE REVISION BY WETS T.23N., R5E., W.M. 01 N N W a r L 1057 +97.1 (LT)= ao; CLEAN EXISTING BRIDGE +otOm AL2' 57 +80 J ° DRAINS ANO GUT OFF AT �o a BEGIN 12' WIDE CHANNEL '. NEW GUTTER ELEVATION o v 11 ° W a y n o z° L 1049 +T5 (LT.) m z� a o - ° zu� - END CHANNEL Q a N 4 x + SEE J':'IAIL - FCS a I.- + 0 u, w ',D, I� W M + �� N x U1 M 14 .. V, 3 SEE DETAIL - FCS �N w w J a w - 4 cm0 ar 5 7 ' 9 O _ A". 4 �- ._ —..— __ �sq Ol IA� v .+ ______ _ —_--- 7 ____5� --------------- _ , __�_� q9 10`56 49 E ------------------------- hll I Cd Ilto I III 6 dE --- Lill lfl o IE 22.9 - mil Ila ` Fl co a a ^ J -- --- W___________________..________-ZZ y • i- v X1 __p.._ Lu = r r - -- „ - -- ; - ------------ --------------- - - - - -- - - - - - --�►— —�-- _ - = _ an I '_ "Il X11 m X11 x AIL U 8_6IA____. __.___ B'DIA —_ -- DRAIN PIPE DETAIL -SEE SHEET M -17 t1� L 1053 +00 (60'RT) , A9._ L 1050 ±15 f60 "RT) E 3o•AO ��'',,- 12 BEGIN STORAGE CHANNEL END CHANNEL J_ 10" WIDE L 1055 +07.55 P.O.T.= Q m' S. 1801H 5 +69.10 P.O.I. a SEE SCHEDULE OF ABANDONED PIPES,^ DRAINAGE DETAIL SHEET DP -12 o , �©uCT 5l0 (OCT H11 0`TG°3C[E - - -- DH7IE MCHGZHk`-GI� 13 SEE LEGEND, SHEET D-1 `• SEE DRAINAGE PROFILES, SHEET DPl -DPil o I v SEE DRAINAGE DETAILS. SHEET DP12-DP16 180TH 10 +00 P.O.T. =OR "AS CONSTRUCTED y° AR2 56 +63.40 P.O.T. PLANS" ONLY 0 50 100 �L DR2 55 +22.20 P.O.T. f �i�r ipll�I SCALE IN FEET P� �+ Rsaae �, STAT FED. AID PROJ.NO. PROGRAM DEVELOPMENT Ate, SR 16T DESIGNED BY R. SESEPASARa 10 WASH DIVISION + Washington State D-13 -- 84TH AVE. SO. TO SO. GRADY WAY ENTEREP BY J. TYLER yf Department of Transportation HOV AND SUDI sercT' CHEC -,ED BY B. ROLLING t0s MAW 78 PROJ. ENGR. J. JOHNSON 93WO4T DIST. ADM. R.O. ANDERSON C0"T"KTMO DRAINAGE PLAN 37 DATE LATE I REVISION ley - _4 snecn ...<.y'^:... r•�n ... rra »s.ns.„.?�-.- a�as._.....:..?<s %T<?�+ ". s . :.. .. .. _ - , ., ,... .�•..�� >:_ . _ ,. - .. -.. _._ ,. .. - _ �':'3tx,. ? ... �'F � _ .. -, � a._. = O + F L 17 10 _ -- -- --- --- ---- --- - -- - O -------------------------- ._____ r •fir___ _ _ P- _- ,.,,�'' _ •__c__ — }... .. O O BSA - - N 10.56 49° E "� N 09 °47' 49 "" �� l2 � G'F 18.5�t� - - ' an FL "0"3 E ; „ V) O I•n '1 J — V W �7 i W - - - -- --- - - - -- - - - -- - "- J % + S �F- = UNDERDRAIN a+o m -..•a \ �;;� al; + I; + in � - -- --- -- ------- ---- • --- - ---- - - - - -- - ___' 11MfG,L r an Win'} e•DIA -------- ----- B, I —` -_-- — - • o OD 8" UNDERDRAIN ; 15 \L1055T60, - " ` - "- ^� m4''-= == ��F� -� 8" "UNDERDRAIN N DRAIN PIPE END 8 UNDERDRAIN _,, LL (DETAIL E30.46 - :. z-�RA � ` SEE SHEET W -17 '- 44.25��` ^`� Q' 1 Y CD �� 4r 11 11;1 �\ Q CD - �s, \� °CI • 1" ';�"'; '1',';11 - 32'' >>Ll''- a n� n ML n W a %J Ix V V W � °o 01H 7 9 LS IS 0 LI I U F U U C U LI ti=p tJ V Q Z ,co 11 011 11 � 1 1 v' SEE LEGEND, SHEET D-1 2' SEE DRAINAGE PROFILES, SHEET DPI -DP11 SEE DRAINAGE DETAILS, SHEET OP12-DPIG S. 180TH 10 +00 P.O.T.= �> AR2 55 +22.20- P.O.T. i ASBU I L T PL AN SHEET 0 50 I00 �ti DR2 55 +22.20 P.O.T. JAN 1 , 1995 SCALE IN FEET Q BY G. KODEN _ "f0l STATE FED.AID PROJ.NO. PROGRAM DEVELOPMENT Alffilk SR 157 D-13 BY R. SESEPASARA 10 WASH DIVISION Washington State I BY J. TYLER 1 84TH AVE. 50. TO 50. GRADY WAY _— _ Deportment of Transpor tetion HOV AND SUDI S"EET er B—.H 0 CL I NG GR. J. JOHNSON — 93WO47 M. R.0_ ANDERSON _— _ 09MT""' N0' DRAINAGE PLAN 3 17 DATE DATE REVISION BY — S+,EE�S J m x an mas I;I , n� OHO L 1060 +OO(LT.) =AL2' 59 +83 M.)ala END CHANNEL °Io BEGIN 4' WIDE DITCH o MIM m m 0 0 - -- --- 7 ------------- rrmrr T NN LL s� o..o . iiN���2VN • -NNW U_•I I AL2' RArPN 0456'49" T.23N., R5E., W.M. IV a N • - r I � = D- _ L 2 - r-6_ --3 -. +-5---- ---- ------- 65 +86 --- --. 3.1 3 + DL2 66 +00 ti BEGIN 4 WIDE DITCH o AL2' 64 +50 J END DITCH 9 +n lD t0 0 0 c a O p O O + + m '0 v -+ L 1071 +00 END DI'iCH BEGIN 16' WIDE CHANNEL SEE DETAIL-FCS L 1072 +40 (88' LT.) ``II o---- ---- - -- ---- r - _ ---- - --- t1+ -----''51-� --- - --- U = _____._--------------------------------------------- --- _..______- " + _tv -- - - - - - ------- - - -- - -- 5 r- ---- --- - --- -- O a----------------------------------------.----------------------- N q - ------------------- � L 1062 +50 (60' RT) BEGIN 8' WIDE CHANNEL s + + fV -- - - -- - - - -- - - -- ------ - - - -- _ Flo - v 0 a - -------- ? Pii ryn 16 z _ --- -- -- it -- - - -- .. - -- - - - - -- -- -- -- - - - - - -- --7 --- - -- --- N — — - -- 4 L 1064 +50 RT END CHANNEL FCS - SEE DETAIL 0 50 100 SCALE IN FEET 1 I •, N h 10 1 O I r I r 1 S1. O O O O CJ I I= + I I d (1 . d �- d + I� I" If vn 1 Ln O 0 `-: Ni 6. color O•�d �O ml La 9 O VI0- OI CIO + + m m Q r+ p O J c � + O OI O D O�J +1 � NI N O a�a 0 0 SEE LEGEND, SHEET D-1 SEE DRAINAGE PROFILES, SHEET DPI -DPII SEE DRAINAGE DETAILS. SHEET DP12-DP16 "A' R" PQ "E,`"STAT FED.AID PROJ.NO. PROGRAM DEVELOPMENT SR 167 DESIGNED BY R. SESEPASARA 10 WASH DIVISION Department of Tr 0-I, ENTERED BY J. —TYLER Department of Tronsportgt 1 on 84TH AVE. SO, TO SO. GRApY WAY CHECKED BY B. ROLL I NG me *-.lean HOV AND SCO2 S'RCT PROJ. ENGR. J. JOHNSON 93WO47 79 DIST. ADM. R.O. ANDERSON _ COK"kCT 0. 317 - -- DRAINAGE PLAN 1 L'A ?E DATE REVISION 8Y (- 1r',cQa snctrs rsnY.. T , _ wc.:;�.- K T?°•.rz:', .-Xl. .. .R "-c .Z. .•"., i°.;T," . •°•t:.ror. -A.✓ +r..- x C-'•� cS' ,'�: _ . ri :p a.,c. - -. -. - - - 2.- 1Y'•'R ... - ^ .. _- .._, c .., -.- -.w. gg,-'��y, .. - " . _ .' .- , . -. ... .. -^ .�. - .. '...w:,�, ^_ 7!. -pct• +.�YS': r- _ti•.i fir .^sd44' . +n lD t0 0 0 c a O p O O + + m '0 v -+ L 1071 +00 END DI'iCH BEGIN 16' WIDE CHANNEL SEE DETAIL-FCS L 1072 +40 (88' LT.) ``II o---- ---- - -- ---- r - _ ---- - --- t1+ -----''51-� --- - --- U = _____._--------------------------------------------- --- _..______- " + _tv -- - - - - - ------- - - -- - -- 5 r- ---- --- - --- -- O a----------------------------------------.----------------------- N q - ------------------- � L 1062 +50 (60' RT) BEGIN 8' WIDE CHANNEL s + + fV -- - - -- - - - -- - - -- ------ - - - -- _ Flo - v 0 a - -------- ? Pii ryn 16 z _ --- -- -- it -- - - -- .. - -- - - - - -- -- -- -- - - - - - -- --7 --- - -- --- N — — - -- 4 L 1064 +50 RT END CHANNEL FCS - SEE DETAIL 0 50 100 SCALE IN FEET 1 I •, N h 10 1 O I r I r 1 S1. O O O O CJ I I= + I I d (1 . d �- d + I� I" If vn 1 Ln O 0 `-: Ni 6. color O•�d �O ml La 9 O VI0- OI CIO + + m m Q r+ p O J c � + O OI O D O�J +1 � NI N O a�a 0 0 SEE LEGEND, SHEET D-1 SEE DRAINAGE PROFILES, SHEET DPI -DPII SEE DRAINAGE DETAILS. SHEET DP12-DP16 "A' R" PQ "E,`"STAT FED.AID PROJ.NO. PROGRAM DEVELOPMENT SR 167 DESIGNED BY R. SESEPASARA 10 WASH DIVISION Department of Tr 0-I, ENTERED BY J. —TYLER Department of Tronsportgt 1 on 84TH AVE. SO, TO SO. GRApY WAY CHECKED BY B. ROLL I NG me *-.lean HOV AND SCO2 S'RCT PROJ. ENGR. J. JOHNSON 93WO47 79 DIST. ADM. R.O. ANDERSON _ COK"kCT 0. 317 - -- DRAINAGE PLAN 1 L'A ?E DATE REVISION 8Y (- 1r',cQa snctrs rsnY.. T , _ wc.:;�.- K T?°•.rz:', .-Xl. .. .R "-c .Z. .•"., i°.;T," . •°•t:.ror. -A.✓ +r..- x C-'•� cS' ,'�: _ . ri :p a.,c. - -. -. - - - 2.- 1Y'•'R ... - ^ .. _- .._, c .., -.- -.w. gg,-'��y, .. - " . _ .' .- , . -. ... .. -^ .�. - .. '...w:,�, ^_ 7!. -pct• +.�YS': r- _ti•.i fir .^sd44' . o---- ---- - -- ---- r - _ ---- - --- t1+ -----''51-� --- - --- U = _____._--------------------------------------------- --- _..______- " + _tv -- - - - - - ------- - - -- - -- 5 r- ---- --- - --- -- O a----------------------------------------.----------------------- N q - ------------------- � L 1062 +50 (60' RT) BEGIN 8' WIDE CHANNEL s + + fV -- - - -- - - - -- - - -- ------ - - - -- _ Flo - v 0 a - -------- ? Pii ryn 16 z _ --- -- -- it -- - - -- .. - -- - - - - -- -- -- -- - - - - - -- --7 --- - -- --- N — — - -- 4 L 1064 +50 RT END CHANNEL FCS - SEE DETAIL 0 50 100 SCALE IN FEET 1 I •, N h 10 1 O I r I r 1 S1. O O O O CJ I I= + I I d (1 . d �- d + I� I" If vn 1 Ln O 0 `-: Ni 6. color O•�d �O ml La 9 O VI0- OI CIO + + m m Q r+ p O J c � + O OI O D O�J +1 � NI N O a�a 0 0 SEE LEGEND, SHEET D-1 SEE DRAINAGE PROFILES, SHEET DPI -DPII SEE DRAINAGE DETAILS. SHEET DP12-DP16 "A' R" PQ "E,`"STAT FED.AID PROJ.NO. PROGRAM DEVELOPMENT SR 167 DESIGNED BY R. SESEPASARA 10 WASH DIVISION Department of Tr 0-I, ENTERED BY J. —TYLER Department of Tronsportgt 1 on 84TH AVE. SO, TO SO. GRApY WAY CHECKED BY B. ROLL I NG me *-.lean HOV AND SCO2 S'RCT PROJ. ENGR. J. JOHNSON 93WO47 79 DIST. ADM. R.O. ANDERSON _ COK"kCT 0. 317 - -- DRAINAGE PLAN 1 L'A ?E DATE REVISION 8Y (- 1r',cQa snctrs rsnY.. T , _ wc.:;�.- K T?°•.rz:', .-Xl. .. .R "-c .Z. .•"., i°.;T," . •°•t:.ror. -A.✓ +r..- x C-'•� cS' ,'�: _ . ri :p a.,c. - -. -. - - - 2.- 1Y'•'R ... - ^ .. _- .._, c .., -.- -.w. gg,-'��y, .. - " . _ .' .- , . -. ... .. -^ .�. - .. '...w:,�, ^_ 7!. -pct• +.�YS': r- _ti•.i fir .^sd44' . SEE LEGEND, SHEET D-1 SEE DRAINAGE PROFILES, SHEET DPI -DPII SEE DRAINAGE DETAILS. SHEET DP12-DP16 "A' R" PQ "E,`"STAT FED.AID PROJ.NO. PROGRAM DEVELOPMENT SR 167 DESIGNED BY R. SESEPASARA 10 WASH DIVISION Department of Tr 0-I, ENTERED BY J. —TYLER Department of Tronsportgt 1 on 84TH AVE. SO, TO SO. GRApY WAY CHECKED BY B. ROLL I NG me *-.lean HOV AND SCO2 S'RCT PROJ. ENGR. J. JOHNSON 93WO47 79 DIST. ADM. R.O. ANDERSON _ COK"kCT 0. 317 - -- DRAINAGE PLAN 1 L'A ?E DATE REVISION 8Y (- 1r',cQa snctrs rsnY.. T , _ wc.:;�.- K T?°•.rz:', .-Xl. .. .R "-c .Z. .•"., i°.;T," . •°•t:.ror. -A.✓ +r..- x C-'•� cS' ,'�: _ . ri :p a.,c. - -. -. - - - 2.- 1Y'•'R ... - ^ .. _- .._, c .., -.- -.w. gg,-'��y, .. - " . _ .' .- , . -. ... .. -^ .�. - .. '...w:,�, ^_ 7!. -pct• +.�YS': r- _ti•.i fir .^sd44' . rsnY.. T , _ wc.:;�.- K T?°•.rz:', .-Xl. .. .R "-c .Z. .•"., i°.;T," . •°•t:.ror. -A.✓ +r..- x C-'•� cS' ,'�: _ . ri :p a.,c. - -. -. - - - 2.- 1Y'•'R ... - ^ .. _- .._, c .., -.- -.w. gg,-'��y, .. - " . _ .' .- , . -. ... .. -^ .�. - .. '...w:,�, ^_ 7!. -pct• +.�YS': r- _ti•.i fir .^sd44' . �+x -`-?v �:�..d4+.. -. ?3€.'' ��zx�. a» ttr�.: �a' �. aet5ela�v ::�•�a•�'�.,- d�5:...:a- --� -'— �,,a�,:�rr....�.,x�x�,'x3- ...+maw ��c�e-:e�s.�e.�L..wo�,:� -- - `+.nom. sit.: u.: sw. a�ia�w� :�3:.�.:s.:inai?':i3sF..�.. tier.."-: at��., e��, u�.+. w;; sh>K, vis: �.. e..,,. �. a�;,: x�r: �. .w.�.'.+,:..+...,..,.w:::::; =,: T.23N., R5E., W.M. 65 «g5.20 P'1�� --- --- » F a C O n °, -- - �� w� M Q ♦ f r M n ;1 1 I` o _o o I, O O in m �: I - N y+ + GO 0. a + 'D c- i 1 -, to N N+ 8' �1A j I`I 0 O 0 0 J � �I ♦ N ... O O Q O . /yplQlA + ++ Q J 3 / O O O � I ________.______ - ,♦ _ 1 I 111 , 1D N 10 5-&'- 4s! -- _ - F . S6 --- -- - --- - -- - -} 1 O - - N os�� 49 Y---- - -- - -- - - - i �;, 76'39' q9:, E II �_ - _ - -- - - ---- o OlD al, p I --------------------------------------------------- ---------------- 9---------------° ------------------------------------------------------------ ----- - -- = - _ -- �L- --- -FL21 _39 J 14 ---------------------- - - - - - - - - - ----- - - - - - - J • r------------------------------------------- -- --- ------ -- ------ ----- - ----- - -- - - Q -- t W -- - - -- - - - - - - -- - -- - - - -- - -- - - = ------------ ---------.--------------------------------------------------- - - - - -� I L � Z I ________. -___ ti�l 2 ------------- _ - -� ____ ___i_ J _ LY4.25 _ - - ----------------- all iL24.33 ___ N CS'39' 49 f -- -- - - - Q _ - - - - - - - - - -_ — --- -- - ---- --------- -- - --- - -- - -- N - - - - - --- - - -- -- ry 9 °48'04 �� iT3 tl - - - "" _- Rk------- °- FL17.43 FL19.i1 F 23.86 IL r e�y�"i W cJ N a 0 0 d cz co + SEE LEGEND, SHEET D -1 SEE DRAINAGE PROFILES, SHEET DPI-DP1I o N N�� SEE DRAINAGE DETAILS. SHEET DP12 -DP16 I OIN N p �N tD r : - o!a 0 50 100 ASBU I L T PL AN bHELE t' 1 G SCALE IN FEET VAN 1 1995 s t> n _ n o- ASBUILT BY G. KOOEN "114 ST AT FED.AID PROJ.NO. r _ PROGRAM DEVELOPMENT SR 167 G Washington State D-14 10 WASH DIVISION 84TH AVE. S0. TO S0. GRADY WAY ENTERED BY R. TYLER _ Department of Transportation kOV AND SC &D! ENTERED BY J. TYLER _ CHECKED BY B. ROLLING J0° "'�" T9A A, PROD. ENGR. J. JOHNSON 93WO47 — 3 DI ST. ADM. R.O. A_NDER_SON_ 0} R'0T "0' (� 31 7 mr.o •x — 7 > ♦'_x n DATE DATE REVISION BY �r��jNA�t rLf IV scc *s a { ,-,. �.. :..,. - ..:a,,.._.o... ..,;..: .-.. o-. -..,,c :'..... s•. w.: 4 .....o,.- ..e+r- ,.+..r.ev- �•..a. _ .+e.e . -::-s r.v .v:..:.- q -.r. -n .r,,:. _ - _•"y.-.,•,..- •..r.'Cm.++:o.•v: -: rra-a��'a. >°«e�'e :.a+ -•.•r- - r.Jr r.� xx-: iif •.2 4: °?m.V 5Y rs, <. "'„sr;:-am>•w.kv_. gl7n!°^...-:. •mac. r., ,a ;^,••s �tr-� r°; .*�F••.,,..°y....c^a•=:x,.zr��. ;?,�- ...„ ,- t., ......' :. , ^. *•�':.:.. ... . , � _ .. .. r-ua., . +X, ; �ar �.- „za. > . ,- ..�:. -•.-�. w �es:?a.._ _ - "" �': -rt: � ..r?�•.wnc >�,.�M,.,..: .. .. - �.; 2:_v .'wu . _�' ,, ^:?.. . - .. ' � P•° „K - .. .: <^• - a. ?�'�%�` _ .. .,C .. ..,'T'• ,. - - :... ..:... .._ ..,. ��' ..i, .:..:::: .. -:f. .:'.; : ^... . �'pr..... .. , .; .�.. .. � 'a . b M+- .. ,-7 ...- ' i.!w �Aw:•%9'ai..'a$ w.S4' � w.ae9Y+_ae +i.ea - :L sm.nt ;. .. _. -. .._.: ,. >._ _w i. -.�... . .. ,, ,. ^4.`�'.<`..Z&'F..�'. .�� �.� w,<<_"` ...,. w. e.. e... c«..—........ ,<.....�•..�r_._...wm_..l -,ssza yLY*.ozA'+tl `i,.vva..b. :said E'sct >U+ _s'W�4N2..rii� > ti� .... �: r:.- r�. iy. twti, w..,. �� :.Y.:z..�.�.,...�.- sa�...o:.5. e. -:. �s +e.._wlae�:.o..i..�u�..,.�.w... Rana..... ���x..f ew........ �i.. u`, x.. te..:_.,. a«:.:. r._..:..+;...:& .a.�roa..tiaY..uu.- X:....�'+.L.,. �,"yaa •nCl.��a"£_.x^"xsw -.. `,43",i_- �....: CY? S? R... a. .:$]`91.s`h'..- .,- ..,....... -.. �C.3?...:.�. � .... -.. ..�...:.»..+,: � u 0 O e, u P ? Z \u oa N -J 6 PLOT2 a i 0 N 00 — 'r � DC etie EN w w CH 07 R -rim 0i N-- ZV1SIi y �^, T.23N., R5E., W.M. ci a 0 M 4, 0 S + a 0 + all I 1 11 - ---- - -- - -- till--- ----- - -1r -- ii 1 u "e n n J I `� _.�-- _________ -_11 all 1 0ll m 5 - ______..____.. ___ _ - a 1 I� Z T Q iV it F �pll _ _ �' J N 1 e Ilg 4 0 a all 4 J a ► 1111 - 11 I _________ ___________ � ly �� ► ul u u m Ir o�Q `+° I; L o I� J CC SEE SCHEDULE OF ABANDONED PIPES. DRAINAGE DETAIL SHEET DP -12 0 50 100 SCALE IN FEET cel°" TAT FEQ.AID PROJ.NO. �. 1'J IMASHI ,os+ 1 93WO471 ¢I u� o� a�m SEE LEGEND. SHEET 0 -1 SEE DRAINAGE PROFILES. SHEET DPI -OPII M1a SEE DRAINAGE DETAILS. SHEET DP12-DP16 o Ac JiW FOR "AS CJNSTRU��ED PLANS" ONLY PROGRAM DEVELOPMENT Adllkh� SR 16T DIVISION Washington State 84TH AVE. SO. TO SO. GRADY WAY x-15 Department of Transportation NOV AND SC &DI SM. 80 DRAINAGE PLAN 3r7 I� 2 L 1076 +00 (LT. ----- - --- -- BEGIN 16' WIDE CHANNEL T.23N., R5E., W.M. ci a 0 M 4, 0 S + a 0 + all I 1 11 - ---- - -- - -- till--- ----- - -1r -- ii 1 u "e n n J I `� _.�-- _________ -_11 all 1 0ll m 5 - ______..____.. ___ _ - a 1 I� Z T Q iV it F �pll _ _ �' J N 1 e Ilg 4 0 a all 4 J a ► 1111 - 11 I _________ ___________ � ly �� ► ul u u m Ir o�Q `+° I; L o I� J CC SEE SCHEDULE OF ABANDONED PIPES. DRAINAGE DETAIL SHEET DP -12 0 50 100 SCALE IN FEET cel°" TAT FEQ.AID PROJ.NO. �. 1'J IMASHI ,os+ 1 93WO471 ¢I u� o� a�m SEE LEGEND. SHEET 0 -1 SEE DRAINAGE PROFILES. SHEET DPI -OPII M1a SEE DRAINAGE DETAILS. SHEET DP12-DP16 o Ac JiW FOR "AS CJNSTRU��ED PLANS" ONLY PROGRAM DEVELOPMENT Adllkh� SR 16T DIVISION Washington State 84TH AVE. SO. TO SO. GRADY WAY x-15 Department of Transportation NOV AND SC &DI SM. 80 DRAINAGE PLAN 3r7 T.23N., R5E., W.M. EL 12.31 - - --- -- WATERLEVEL -J T.O.P.ELEV o FL18.68, FL 16.08 FL13.22 FL9.82 11 NOI FOUND 12.63 11 ---------------- ��j L _ 11 ------ ----------- ----------- II - ------------- ----------- ------------------ -------------------------------------------------------------------------- -4 - --- --- 0 4 ------------ ---- ------------------------ ----------- ---- ------- ------- -------------------- ---- ------ � ----- = w II 1l -------------- - ---- --- ------------------------------------ it ------------- ------- --------- ----------------- --------- ---- ---- ----- ------- ----- L9Z6 T� — FL20.86(�) ------ _`__._ - -=== -------------- ---------------- ------- ---------- ----------- : --------- FL20.36 -------- ---------------- FL21.70 --------------------------------- --- -"FL21.63 FL21 26 - �4) ----------------------------- --- ------------------ ------ it -------------------------------------------- -------- i -- ---------------------------- ---- ---------- ---- ------------- T2 -------------------------------- /-- --------- -------------------------------------- - — — — -: - - -,- --,- -,- -,- - -- ­ -11- - 'A 1 .................. ............... FL16.87 ; FL 12.38 tll u �' "'16 NOi FOUND SEE LEGEND, SHEET D-1 0 SEE DRAINAGE PROFILES, SHEET DPI-DPII SEE DRAINAGE DETAILS. SHEET DP12-DPI6 0 so 100 SCALE IN FEE! PLAN SHEET s JAN 1, 1995 ASSUILT BY G. KODEN EE- REWC-101 FED.AID PROJ.NO. PROGRAM DEVELOPMENT SR ►67 DESIGNED By ENTERED V J. TYLER DIVISION mwnW.ishington State of Trwsportation 84TH AVE. SO. TO SO. CRADY WAY D-15 .?portment HOV AND SUDI CHECKED 8Y B. ROLLING mm Joe �a 93WO47 BOA DRAINAGE PLAN o_..> t F�,04� ENGR. j. jCHINSON DIST. ADM. CO. ANDERSON 7 OF 317 DATE DATE REVISION $WETS O nY ow PLOTI_ O su O wz )TI A3- 14 V O Q O Y V F M Y N U � S O N N Z 6 PLOT5 a 5 N O�+ r0 2V Nh 1� PEA C JfL WtD f Zti V�« N�ZVN t 3 M ttu Y a. T.23N., RK, W.M. FLI0.94 FL12.05 .............................. ....... FL12.32 NOT LOCATED FL12.17 + TT It II I o0 ITT - + -------------------------------------- -------------- -------------------------------------------------------- -------------------------------------- FL21.1 8 III ------------------------------------------------------ - - - - - - - - - - - - - - - - - - - - -------- -------------------------------------------- --I! ----------- 14 IF 22 3 6"W E LINE 10 �FL21.75 FL21.45 b . 2 Q 21FL21 TO—a (:4D--- FL21.51 - -- - - - 0ll 1+ FL12.25 FL 12.16 FLI 3 . 54 NOT LOCATED FL13 . 09 ............................... WATERLEVEL ............... ............... ............... .......... ............... ';FF IFGFND. SHEET D-1 SEE DRAINAGE PROFILES, SHEET DPI-DPll III SEE DRAINAGE DETAILS, SHEET DP12-DPI6 ASBUILT PLAN SHEET ° 5° 100 SCALE lN FEET JAN 1 1995 ASBUILT BY G. KODEN TAT �STAT FED.AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION Al 0-116 Washington State V7A# Department of Transportation SR 167 84TH AVE. SO. TO SO. GRAD'.' WAY HOY AND SC&Dl 0-17 ------ -H-sTrJ—NEI) By R. !;ffEPASARA WASH - ENTERED BY TYLER SHEET 'IfHff—Kff I WOMER -9 3 W 04 7 - - . 82A 3wl 7 SkUTI-j PROD. ]ST. ADM 0 f. AD N; DRAINAGE PLAN GATE I DATE a. PLOT4 au EXISTING 48" DIA. CP 111) 0 T.23N., R5E., W.M. ------------------------ ----------- ----------------------- 0 51 100 SCALE IN FEET O J , U q + EE 979+00 (LT.) 0 0 a. lU ti SEE LEGEND. SHEET 0-1 SEE DRAINAGE PROFILES. SHEET DPI-DPII SEE DRAINAGE DETAILS, SHEET DP12-OP16 FOR "AS CONSTRUCTED PLANS" ONLY I I I-- I --- PROGRAM DEVELOPMENT Washtngton State SR 16T D-13 n ED BY R. SESE 10 IWASH DIVISION BATH AVE. So. TO 50. GRADY WAY ENTERED ®Y J. TYLER Deportment of Transportatton HOV AND SUN $NUT liCHECKED BY B. ROLLING 1 83 PROi.-ENG.R.—J. JOHNSON 93WO47 f YIST. ADM. R.Q. AN00 . DRAINAGE PLAN 317 I DATE DATF RFVlSlQN ig-y LA �klol a SKLIS � � � � °c ^ m ^ � � ` 8 � _ - - � � ° � - , cxIST/wx 4e . nm, cp UNFINISHED CHANNEL / - � sc yro~oo u r .` --'----'-r'---__ ROAD ----------------------------------------------------------- -'--_--_-----___ /------------------------ _ �� ------_\ .. -- ----------- ---------- ��.�'���_-__-_-__--__--^--_-__-___-_-_-_ . _-_'_-__-----__--_-__---_--'--__'-----_--_--'-_------_-----' -_-_-_-_ cm���������------- '-�--'4------ ' rLz/.I/ -----_-_-__----_--__-_-__----__---_--*--_-___--__'-_-----_-____'_----_-_--_----_- -----.................... -.- --_- ~� _- -.--.--_ _- ------'--' � -�----__` �� �___--_--'_`-`_ pui,ss � - ` FL/2 nu " , co6 � 6L; � ~+ � -� -|LAJ /» -- ------------ ---.- 'u uz,nu scs LEGEND, S*ccr n'\ scc u*AxwAnc pnorILsn, sxsEr upI'opI/ »sc onwwAoc ucru/Ls, sxccT opu-ono � � � / o m `vv s� IN FEET | � ^r, ' ! � � SHEET JAN 19 1995 PROGRAM DEVELOPMENT AOAk SR 167 DIVISION Washington State 84TH AVE. SO. TO SO. GRADY WAY D-18 Department of Tronsportaflon DRAINAGE PLAN 317 T.23N, R , W.M. 19 ----------------- :r Lu !V tn :r 9 N LA co + c� N co c4 8 w 0 1 c4 0+ + T. -j -j + cj .4 tD + M cj M m ol + oll" . �l -, lo cn on cl Oi Llj Lu --- ----- --- -- WALL N0, 8 Lu --- -- ----- ----------- 7 ----- ------ ------- <f --7 ------ MU. + Gouww o ' j -- - -- --- -- --- ------ - -- --- - ---- - ---- ------------------------- zz ------------------- - — - ------- ----------- ------- ,P --" ---- --------- ---- S 00*20100 w = 12'DiA n2 ------------------------- --------------------------- ------- + J22 - --------------------- w ------------ -- - ---- 0 ------ ----------------------- — ------------------------------------------------------- 04 — --- --- --- — -E :lE --------- La --zzz-zzz rb` ------------------ ----- -- ----- .7 PLOTS" C) o- -o cc cr, o" Q *3 co co m ,4 SEE LEGEND. SHEET D-1 SEE DRAINAGE PROFILES, SHEET DPI-DPII SEE DRAINAGE DETAILS, SHEET DP12-DP16 i NN J s0 s0F •W 1 1*1 -4 0 51 100 SCALE IN FEET ,STATE FED. AID PROJ.NO. PROGRAM DEVELOPMENT I A#91k 10 wASH DIVISION JO! w 4 FO R, "AS CONSTRUCTED PLANS" ONLY SR 16T D-19 84TH AVE. SO. TO SO. GRADY WAY HOV AND SC&Dl $MET ILLIN 1 1 64 93WO47 or "011AT 10 ANDERSON i DRAINAGE PLAN 317 I DATE I DATE I REVIS ION 9T s�Ee,s ti -sun ------- --------------- ------------- IRZ 0 00' — ----- ----- -- --- -- ---- --- Li ------ --------- all w---------------- ----------------- - ------------------------------------------------------- ------- ------------- - - ---------------------------------------- 0 — — — — — — — — -- — ------ ------ 0 + t Ln c ON uj------------------------------------- - 1 L - - -= - 7a ----= - - - - - - - - - - - - - - - - - ---------- ---------------------- ------------------------ 0 --------------------- -- -- - - ------- ------ co ---- ir- - ---------- ---- Z-i ------------------ --- ---- -- - ----------- -------------- co Nio' Ir SEE LEGEND. SHEET D-I SEE DRAINAGE PROFILES. SHEET DPI-DPII SEE DRAINAGE DETAILS, SHEET DP12-DPI6 FED.AID PROJ.NO. 10 !w 0 11 100 SCALE IN FEET PROGRAM DEVELOPMENT AAW& SR 167 DIVISION Or-*pw-Wcshington State DATU kWC CA TO CA PDAnV WAY D-19 V4r Deportment of frOnSporTaT ton HOV AND SC&Dl SKEET 84A DRAINAGE PLAN 3017 WETS ASBUILT PLAN JAN 19 1995 SHEE :RED BY J. TYLER ..... ....... DATE 77ij/s�1111111�, r DA TE RE VV. Pxi. P-LAN164 t"791 A fl'�f V I S I ON BY 93WO47 CONTUCT a. J. immus r ADM. —Ctw 9 PLOT12 0 i V; RYIV .Z T. 23N., R5E., W.M. 'U AL2 77+86.42 P.C. '00 T41, -- 9 44 it AR2' 14+51.20 P.T. SEE LEGEND, SHEET D-1 SEE DRAINAGE PROFILES, SHEET DPI-DPII AL2' 81+30.28 P,T. 2 SEE DRAINAGE DETAILS, SHEET DP12-DPI6 ----------- AR2' 15+15.51 P.C.= ------------ �j 80 It It ii it It Jl AL2' 82+94.49 P.C. SEE SCHEDULE OF ABANDONEb It PIPES, DRAINAGE DETAIL SH#t OP-12 AR2 16+TO.24 P.T.= - ----------- -- Al IN �01 ---------------- if AL2' 84+55.24 P.T. J) BR2' 81+63.38 P.C.C. 71 82+12.46 P.C.C. u, X11 ii AL2' 86+0�0.13 P.C. it BR2' 84+08.45 P.O.T.z 84+20.45 P.T.= L' 84+08.45 P.T. (80'RT) c?, BL2' it , / 11 . � "; , 4+20.45 P.O.T. (8-0 _LT) 0 11 It q, BR2' 76+86.98 PC- BL2' 77+17.66 P.C.C. AL2 88+25.40 P.T.= V, EE 1007+20.20 P.O.T. (36'LT) it it Z-1 C. Y�0,/ " ----- ----- --------------- ----------- ----------- --------------- ----------------------------------- It --------- -------- -------------------------------------- ail — — -------- ---- ----- if -- -------- ------------------------ &R--�667 ----------- 4 MATCHLINE TO SHEET D. -Ar On P r END OF PROJ L T SR 167 MP 26.23 STA EE 997+88 BR2' 74+56.23 P.C.= EE 998+90.64 P.O.T. (36'LT) GIN STAT FED.AID PROJ.NO. 10 WASH -4- 93;047 EE 1002+42.31 P.O.T. (48'LT) I 0 71 100 SCALE IN FEET PROGRAM DEVELOPMENT DIVISION R "AS CONSTRUCTED I L PLA-NS" ONLY AdWA Washington State SR 16T 84TH AVE. SO. TO $0. GRADY WAY Department of Transportation HOV AND SC&Di 7 - — DRAINAGE PLAN D-20 85 31 \ AL2' 81 +30,28 P.T. +15.51 P.C. /A BR2' I; ,r 11 +, BR2' 76 +8E m J U , 11 I I I, SO C ; I �I 1 II 1 11 I II I ' 1 1 J it ' 1 it i AR2' 16 +70.24 P,T_= ='i; m''jf! 1 it - - - -- IIII l ' II1 1 III 81 +6 11 i 1 It. I II Ikik 49 P +55.24 P.T. 0� I 1 1 IIl 111 all II ''' 'I / BL2' 82 +12,46 P.C.C. AL2' 86400.13 P. BR2' 84 +088.4_.4_5_ P.M.= T. = L' 84 +05 P.T. (80 _ RT) I Illl 1 BL2' 84 +20.45 r ^.T.= I` a �t 9 ex -- --- -- -- ---- ----- --------- - - - --- 11 II I N I 1 it L 184 +20.45 P.O.T. (80 r LT) - V, It BL2' ' 77_!17,65 P.C.C. ;'7` ', N• �ati� 'I 1, 1 t ' I 0 I 1 ' 1 , SEE DRAINAGE PROFILES, SHEET UPI-DP11 SEE DRAINAGE DETAILS. SHEET DP12-DPI6 AL2 8.8_ +25.40 _P.T. =___ EE 1007 +20.20 P.O.T. (36'LT) -. g - -- - - -- -- - - - - - -- - -- y - -- - -- - ----------------- 0 1 lu ----------------------------------------- - ------------- --- ----- -- --- --- - - -- -- I {II - I ' �jI 1 `- -- -- -_ ---- ----------------------------- -- --- mll \ MATCHLINE TO SHEET D21 - ----- ----- --- BL2' 74 +4_5.80 P_.C.= F - r - n _ _ tJJ E ^ s EE 1002 +42.31 P.O.T. (48'LT) E N9 0`�_ c ASBUILT PLAN SHEE SR 167 MP 26� 23 BR2' 74 +56.23 P.C.= N 1 „ 19Q5 _ 0 50 100 JA STA LE 997 +88 EE 998 +90.64 P.O.T. (36'LT) SCALE IN FEET —J ASBUILT BY G. KODEN ' RFG°" wp, STAT FED.4ID PROJ.NO. PROGRAM DEVELOPMENT , DESIGNED BY R. SESErASARA + *, WoShin ton Stote SR 167 S D -20 ENTERED BY J. TYLER 10 IWASH DIVISION 9 84TH AVE. SO• TO SO. GRADY WAY I CHECKED BY B. HOLL.iNG �peglNBEq Deportment Of Tronsportr�tion 11 'V AND SC&DI syctr P_RO.J ENGR. J. JOHNSON _ 93WO47 _ 85A u, Dl ST. ADM. R.O. ANDERSON :;'fi {i5193 , €_ #+�V MAI L ;S ST,t,17SlN : -� - st I ; a �i"�T'p• v } GRA I NAGF- PLAN 317 DATE DATE I REVISION IBY _.... ,.. •,v. +u.., -v- . : - _..k -..<:. sn.,.� �+i- ,• _ -..ten- :: .. -. -, ....- v.<� .7s..: x,. .,. ..... -. .�,- ...k : �r -�. �e�,.�,._a:' -;r ,-�^ �..r -.., ,v a.. r- *+�rspr�•-� -n� .,r r•�e.+.,... c4+.:^YF.^.: t',5_'- sa.'F": .rno'W� - {`..: 'SS,..�.r, T.. >.-: R`S- !'.2"lf . ..+,... E. . -.. ..':SX`. '. •'i... ,.� .- :.. ,. .. ,..fi'. ✓ -... .. .__ .. °t use. ... ,..:. u':.L.. .. ....Ft, . - -. -.... _. :✓'. ,Z:, .. �: ..'.Yh...4.`va?,ti its. ... .. s: >+FF. .. i�� _ �•�Ya%'$'.. .. - :�a,,^.nyS"'�r.,... _. A�m�?"':•'• . ', �, saioYls., dsv. �, 8u' 31ft. AS�a3 :.xmles4:�.•e,2.a.wa+mea+. . .vas �.eaa el.t`�Crwa.w.u.iWOn��4.i'at"a .'`= ia1Ka. u`,' aL�. a" s..• 3a,. n� ,.,.a:�•.�;::=wwwaiSi'�%ra'�:# asst'' ra5w�,.. n:. �2b.: s,.= Ciw.,,''W�:x.u.e:.'��wt:�a: ° a.. c`- a.. a�: A', ��., v. �.: �s,; t:,.+ ra' LZ.,, �%; a» na.[:.. i i:- Y:_. �m... w. w..; o; ue. wa.`. �... �... v-.., �.. x:�^,::,Y.:- .3r..i.s.�aar�;,.�. _,.,i..,.:+.i�. To 23Ne, R R5E., W W.M. ; A. I It ; �I! 1 11;1 1 1, F' "s, � � y � 1 ( (, � ; �I ', n \. •� AL2 77 +86.42 P.C. „ „�- 1 j j jj 1 %', ' 1 1 11 I 1 '';�, ` •�� `, U ''jam � � � 1 % AR2' 14 +51.20 P.T. - �, 1 ; ° I 1 % SHEET 0-'l = -� � 1 ; ;' ` +15.51 P.C. /A BR2' I; ,r 11 +, BR2' 76 +8E m J U , 11 I I I, SO C ; I �I 1 II 1 11 I II I ' 1 1 J it ' 1 it i AR2' 16 +70.24 P,T_= ='i; m''jf! 1 it - - - -- IIII l ' II1 1 III 81 +6 11 i 1 It. I II Ikik 49 P +55.24 P.T. 0� I 1 1 IIl 111 all II ''' 'I / BL2' 82 +12,46 P.C.C. AL2' 86400.13 P. BR2' 84 +088.4_.4_5_ P.M.= T. = L' 84 +05 P.T. (80 _ RT) I Illl 1 BL2' 84 +20.45 r ^.T.= I` a �t 9 ex -- --- -- -- ---- ----- --------- - - - --- 11 II I N I 1 it L 184 +20.45 P.O.T. (80 r LT) - V, It BL2' ' 77_!17,65 P.C.C. ;'7` ', N• �ati� 'I 1, 1 t ' I 0 I 1 ' 1 , SEE DRAINAGE PROFILES, SHEET UPI-DP11 SEE DRAINAGE DETAILS. SHEET DP12-DPI6 AL2 8.8_ +25.40 _P.T. =___ EE 1007 +20.20 P.O.T. (36'LT) -. g - -- - - -- -- - - - - - -- - -- y - -- - -- - ----------------- 0 1 lu ----------------------------------------- - ------------- --- ----- -- --- --- - - -- -- I {II - I ' �jI 1 `- -- -- -_ ---- ----------------------------- -- --- mll \ MATCHLINE TO SHEET D21 - ----- ----- --- BL2' 74 +4_5.80 P_.C.= F - r - n _ _ tJJ E ^ s EE 1002 +42.31 P.O.T. (48'LT) E N9 0`�_ c ASBUILT PLAN SHEE SR 167 MP 26� 23 BR2' 74 +56.23 P.C.= N 1 „ 19Q5 _ 0 50 100 JA STA LE 997 +88 EE 998 +90.64 P.O.T. (36'LT) SCALE IN FEET —J ASBUILT BY G. KODEN ' RFG°" wp, STAT FED.4ID PROJ.NO. PROGRAM DEVELOPMENT , DESIGNED BY R. SESErASARA + *, WoShin ton Stote SR 167 S D -20 ENTERED BY J. TYLER 10 IWASH DIVISION 9 84TH AVE. SO• TO SO. GRADY WAY I CHECKED BY B. HOLL.iNG �peglNBEq Deportment Of Tronsportr�tion 11 'V AND SC&DI syctr P_RO.J ENGR. J. JOHNSON _ 93WO47 _ 85A u, Dl ST. ADM. R.O. ANDERSON :;'fi {i5193 , €_ #+�V MAI L ;S ST,t,17SlN : -� - st I ; a �i"�T'p• v } GRA I NAGF- PLAN 317 DATE DATE I REVISION IBY _.... ,.. •,v. +u.., -v- . : - _..k -..<:. sn.,.� �+i- ,• _ -..ten- :: .. -. -, ....- v.<� .7s..: x,. .,. ..... -. .�,- ...k : �r -�. �e�,.�,._a:' -;r ,-�^ �..r -.., ,v a.. r- *+�rspr�•-� -n� .,r r•�e.+.,... c4+.:^YF.^.: t',5_'- sa.'F": .rno'W� - {`..: 'SS,..�.r, T.. >.-: R`S- !'.2"lf . ..+,... E. . -.. ..':SX`. '. •'i... ,.� .- :.. ,. .. ,..fi'. ✓ -... .. .__ .. °t use. ... ,..:. u':.L.. .. ....Ft, . - -. -.... _. :✓'. ,Z:, .. �: ..'.Yh...4.`va?,ti its. ... .. s: >+FF. .. i�� _ �•�Ya%'$'.. .. - :�a,,^.nyS"'�r.,... _. A�m�?"':•'• . AR2' 16 +70.24 P,T_= ='i; m''jf! 1 it - - - -- IIII l ' II1 1 III 81 +6 11 i 1 It. I II Ikik 49 P +55.24 P.T. 0� I 1 1 IIl 111 all II ''' 'I / BL2' 82 +12,46 P.C.C. AL2' 86400.13 P. BR2' 84 +088.4_.4_5_ P.M.= T. = L' 84 +05 P.T. (80 _ RT) I Illl 1 BL2' 84 +20.45 r ^.T.= I` a �t 9 ex -- --- -- -- ---- ----- --------- - - - --- 11 II I N I 1 it L 184 +20.45 P.O.T. (80 r LT) - V, It BL2' ' 77_!17,65 P.C.C. ;'7` ', N• �ati� 'I 1, 1 t ' I 0 I 1 ' 1 , SEE DRAINAGE PROFILES, SHEET UPI-DP11 SEE DRAINAGE DETAILS. SHEET DP12-DPI6 AL2 8.8_ +25.40 _P.T. =___ EE 1007 +20.20 P.O.T. (36'LT) -. g - -- - - -- -- - - - - - -- - -- y - -- - -- - ----------------- 0 1 lu ----------------------------------------- - ------------- --- ----- -- --- --- - - -- -- I {II - I ' �jI 1 `- -- -- -_ ---- ----------------------------- -- --- mll \ MATCHLINE TO SHEET D21 - ----- ----- --- BL2' 74 +4_5.80 P_.C.= F - r - n _ _ tJJ E ^ s EE 1002 +42.31 P.O.T. (48'LT) E N9 0`�_ c ASBUILT PLAN SHEE SR 167 MP 26� 23 BR2' 74 +56.23 P.C.= N 1 „ 19Q5 _ 0 50 100 JA STA LE 997 +88 EE 998 +90.64 P.O.T. (36'LT) SCALE IN FEET —J ASBUILT BY G. KODEN ' RFG°" wp, STAT FED.4ID PROJ.NO. PROGRAM DEVELOPMENT , DESIGNED BY R. SESErASARA + *, WoShin ton Stote SR 167 S D -20 ENTERED BY J. TYLER 10 IWASH DIVISION 9 84TH AVE. SO• TO SO. GRADY WAY I CHECKED BY B. HOLL.iNG �peglNBEq Deportment Of Tronsportr�tion 11 'V AND SC&DI syctr P_RO.J ENGR. J. JOHNSON _ 93WO47 _ 85A u, Dl ST. ADM. R.O. ANDERSON :;'fi {i5193 , €_ #+�V MAI L ;S ST,t,17SlN : -� - st I ; a �i"�T'p• v } GRA I NAGF- PLAN 317 DATE DATE I REVISION IBY _.... ,.. •,v. +u.., -v- . : - _..k -..<:. sn.,.� �+i- ,• _ -..ten- :: .. -. -, ....- v.<� .7s..: x,. .,. ..... -. .�,- ...k : �r -�. �e�,.�,._a:' -;r ,-�^ �..r -.., ,v a.. r- *+�rspr�•-� -n� .,r r•�e.+.,... c4+.:^YF.^.: t',5_'- sa.'F": .rno'W� - {`..: 'SS,..�.r, T.. >.-: R`S- !'.2"lf . ..+,... E. . -.. ..':SX`. '. •'i... ,.� .- :.. ,. .. ,..fi'. ✓ -... .. .__ .. °t use. ... ,..:. u':.L.. .. ....Ft, . - -. -.... _. :✓'. ,Z:, .. �: ..'.Yh...4.`va?,ti its. ... .. s: >+FF. .. i�� _ �•�Ya%'$'.. .. - :�a,,^.nyS"'�r.,... _. A�m�?"':•'• . V 0 F n� a N 0 Q )T1 4 u N O•+ �o NN W JCWW r `r- V1J W 6NO'�2 N —SVN ..'• �i. �Yan;: w. �`. ;:�•�.:.+"-°asa;•X��a:a."a.:ai . __ �a.��..aw:.�'iva�a# >c�a'�- k�. im.: akmas�. o. �,.am�dt,asp,_Sin'.�s�..A3�:ii: ERs' �a�. �T. a, t� :��1:�:+e:a.:�w:w.ia.,za4ccs xm;. <�.�ia;: �: e�n•.., BS} ers. ,navy:�.•a:n- xa'- �e=.:�+a«at.a. �, t,».•., d�. vi.» �.. A. �o,"':. �.::. �... w,., T.... ' �w .;�,....��...r�,.- :: >,>.xa..:. ..::. M,. END OF PROJECT SR 167 MP 26.23 T E 997 +a8 CR2' 9E••78.49= CL2' 97 +03.14 P.T. =i EE 999 +86.00 P.T. (367RT) EE 1002 +52.5 P.O.T.'(36 RT. S . Q. E EE LINF O O i 01 W N W z J x v i T.23N., R.Stp, W. M. ----------- _-- ____.______ SR 167 MATCHLINE TO SHEET D20 ---- -------- _____== II -.. ----- - -- - -- -- - - - - -- _ --- --� ----------------------------------- _ _ -- -----'-------0 - ;� 11 - - -----------' -'- - `c�? m► �gA 1 i - - �i -- - - - ms's CL2' 94 +75.21 P.C'Gi r'' /,�' '�4 siN` i ,4 ,ZiI ', � 1 •``' � �T, ' rrr rr / /// I C'�✓ CR2' 8T+$8-4 i ICL2' 87 +20.45 P.C.= L l87 +08.45 P OTi =�QD R_TJ; ` 187 +20.45 P.O.T. t80 LT) -}= z 1 d \ DL2 84 +05.60 P.C.= EE 1007 +46.60 P.O.T. (36'RT) CR2' 93 +73.35 R.T. I, ,'I -' -�_u - -_- �• CR2, 89 +02.11 P.C. /,' t11'I -1 it CL2' 88 +98.19 P.C.C. It tea. R °4-- -- -- `� o' - -46 DL2 88 +68.41 P.O.C.= 1 v11 n. " - 4 DL2' 88 *70.26 P.O.C. 1 r j O DR2' 88 +84.43'P.,T: u, 1!190 It fi7 'D 8889 �B*0, 0 , P 07 DR2' 90 +34.41 P.`,ti4 It, It -DL2' 91 +12.65 P.C. II, itt ji 'Q, III w\ is p 111 it V III ;II 011 II; N; it FOR "AS CONSTRUCTED 50 100 PLANS" ONLY SOLE 1N FEET IE 93WO47 PROGRAM DEVELOPMENT SR 16T DIVISION 0epartgton State ment of Transportation 64TH AVE. SO. TO SO. GRADY WAY Deport HOV AND SC&D1 DRAINAGE PLAN +.. =s- x..-- ,>..,w ,:;.*Sa'+a:.'� s. ..:_„r.. -. ps• _;�.rnfi.3^- s.... '. -:.. -F. .,.,e -�-. _.n'q... R�.,o. ..e :. •2, -.gy . .- =:4 . -. .: �-. a-. _. .c,.., r. _�sr...- _; —�t'ere�. -.2✓� ... .. . .. --, - .. :: D -21 SKIT 86 OF I317 S /HEi13 Ito-, 9(� o 1: - - a> Ea, a°; �' �t+ �r :.;#c�mxeu:•avmaa�;«s+- .�.ss:e �>T._:...w�`.�.na pia- �..-. �a ,::,i:�.a;...,.,:- �_- c�:�::_::� � �. z�:.�Fe'- _ra7.°�.r���:�;31 - 3z+riti47&t�.L�i�:wi '•eAsw. drake - sexy wwv:.- �,, .,..•.- ._,.s,.�,..- ..«.,�..;;�� as�r:,ta`f�^Y -- k. %r_•'rr .,,4'a:4k.?'!S...c..3�..YA a.,- ,•. z..'^ e,'? 5' �.�:.�.*..:•rs= �:.stt�•k3vuc�c �s-,. o:: �. n.:& x�res.. �sarea' sx+ ��«-....,.._;,:, a�. v.....,....:;, :- .,.m.:.,..;s�w: «- :..u,:.>; -.. - Y END OP PROJECT T.23No, ReSE., W.M. SR 167 CR2' 96 +78.49= CL2' 97 +03.14 P.T.= ASP 2 6.23 EE 999 +86.00 P.T. (36'RT) E 1002 +52.5 P.O.T. (36 RT.) STA. EE 997 +88 EE LINE ° - - - - -- ---- - - - - -- SR 167 - -� o - — — -- - - - -- MATCHLINE TO SHEET D20 la . IA — 1 1 _ --- _- - - - - -- .. - -- ----- --- --- -- --- ----- - ----- - II -- -- -- -- - -- -- - - - --- - - - -- ait -------------------------- - o° _I III ; - --- - - - �2 %g�sy� mN -- -;st ' ----------------------------------------- _ __ __ _ - + I ,tea ' _ _ In '.'Q -' >7r -T- r -r-J / iQLp 12U`�r �p WII �i c CL2' 94 +75.21 P.0 18 - - I 1 i I _ iy y A CR2' 8� ICL2' 87 +20.45 P.C.= +�_ .. 7 +08.45 P.O.$i i� )I �Jil 187 +20.45 P.O.T. (80'LT) 1 1 1 I i I I I I f�' \ ( DL_2_84 +05.60 P.C.= 2 ii4901P / I'�' ,/� I; i i_�T3 ^•'I� i i i '�I %/ I1, %% (1 7+ v1 �I I I 1 I II T= oil 1 0 46.60 P.O.T. t 36' RT ) EE r I I a� CR2' 93 +73.35 P.T. �0P. CL2' 88 +98.19 P.C.C. CR2_89 +02.11 P C �/; I I I dll I'I 1 1 I \ - - -- ```� I 'I m-�17 II II - - `~ Ili DL2 88 +68.41 P.O.C._= 1l , -' �\ �\ 1 1 ;I I I 11' --------- -- �..- "' DL2' 88 +70.26 P.O.C. �+ le. I III I I n `ti' i 1 Z 1 DR 88 +84.43 P I. $III I 0 I 1 II f � Il G3 I If o - - -'. - -� � III I 'I I G if T jll 1 III i I if v'' -OG2 8.9 x00 ti II e 8 6 I DR2_ 90 +34.41 P P,jr - \ 1 I"I I I I I� T P> T.O�T' k7 � �, II{ e I. 1 I - '-- 1= 11�•rola -- II 2a, ja �� ',• ` 11 III 1 4`l — "I(r o!n �.' JF; %'� ,. -- 17 �` • I I p1 �� Il l4. z91 ,` ; -DL2' 91 +12.65 P.C. l 1 1 i4I 1 1 I 14 1 II -- II II 1 L 411 \k, zlll 1 1 1 I" ^ i if \� I I �� • `� I I' �I I 'I a '1 ; I , � I Il •'L 111 1 i 1A i � II II 1 III I 'II'. 11 'I,'1 IIt1 1 I I I 'III I 1 III1 1 \`\ 11 '1 '1 1 II II 11 11 1 1 III 1 I 'll 1 \„ 11 j i�'I 1 t II 111 11 ASBUILT PLAN SHEET 0 50 100 JAN 1, 19195 SCALE IN FEET ASBUILT BY G. KODEN REG1,°N STAT FED.AID PROJ.NO. PROGRAM DEVELOPMENT A SR 167 DESIGNED BY R. SESF ;.ARa ]0 WASH DIVISION Washington State D-21 ENTERED BY J. TYLE6 84TH AVE. SO. TO SO. GRADY WAY CHECKED BY B. HOLLIN:' JOB wimp Department of TronspCxtOtion HOV AND SUDI LEEE PROJ. ENGR. J. JOHNSON 93WO47 - -__ -- 8OF ? - -- a r�N 01ST. ADM. R.O. ANDER�ON _ CONTRACT MD. DATE DATE REVISION Br DRAINAGE PLAN SEES - -- .. GENERAL MOTES A. See Detail. Flow Control structures. B. See special Pmvl@kw4'Vodlfted Catch Basin Type 2 72 in. Diam. With Oil Separator". C. Ref. Std Plan B-2b. Use Varied Orate. D. Use Type 2 Ring and Cover. E. Ste Special Provision, "Adjust Grate Inlet." F. See Drainage Profiles. G. See Concrete Collar Detail /Coupling Detail. H. Reference Std. Spec. 7- 02.3(5) and 7 -02.5, Plugging Existing Pipe. I. See Schedule of Abandoned Pipes, Sheet DP -13. J. See Riprap detail, Sheet DP -15. K. Ref. Std Plan B -9, Construct Headwalls for Culvert Pipe. L. Refers ice s -, Picn e--ii, P1pe compaction Designs and Backti!L M. See Ditch / Channel Section Detail, Sheet DP-13. H. Develcd End Section Ite;uiren, vef. Std Plam B -7 -A. See Culvert Extension Detail, Sheet UP -IS. 0. Reference Std. Plan 8-2, Use Solid Metal Covers. P. See Detail D, Sheet OP -14. R. See Detail D, Sheet DP -14. R. See Detail A, Sheet DP -14. S. See Detail C, Sheet DP -14. T. See Special Provision, " Adjust Drop Inlet." U. Testing Storm Sewer Pipe for all new Pipe added over one pipe length. U. Reference Std. Plan, 0-4, Catch Basin at Bridge End. U. Acceptable Storm Sewer Pipe Alternatives: Galvanized Steel Storm Sewer Pipe, TR. 5, 0.064" Thick. Aluminized Steel Storm Sewer Pipe, Tr. 5, 0.064" Thick. Aluminum Storm Storm Sewer Pipe, Tr. 5, 0.060" thick. 5 iral Rib Storm Sewer Pipe: Plain Aluminum, 0.060" Thick. Pt aim Aluminized Steel, 0.064' thick. Tr. 2 Galvanized Steel, 0.064" thick. DOT FORM STRUCTURE NOTES X. Blackout Required in Median Vvoll Footing for Grate Inlet Placement In Median. Y. See Special Provision, "Connection to Existing Box Culvert." 7. Reshape 200 L.F. Existing "Yee" Ditch. RA. See Special Provision, "Steel Casing Installation." BB. See Shoulder Drain Detail DP -15. CC. Overel, :avats a Maximum of 2 Feet Below the Flowllne of the Pipe and Place Construction Geolextile for Soil Stobi!izatlon at the Lowest Limit of Excavation. Then Backflll with Gravel Backflll for Foundation C1. B. DD. Overexcavate a Maximum of 3 Feet Below the Bottom of the Flow Control Structures. Place Construction Geotextlie for Sol! Stabilization of the Lowest Limit of Excavation. Than Backflll with Gravel Backflll for Foundation Ci. B. R/12/87 .._....._.,_. _- _. :.__ __, ._- _.�.�..:.– ...��...._ _ - ���a ..v— irnwl- .u..vna+a-v-- axr�... a'y.'- ..v,•• _t.rou - - r!3".^.S°cv. :. Jim- :- �".... .r±' .%!"��N".. ]^'r _ _ /sue � .. - .. �.a . : -i. . .�._ .: .. _ .y!,..� rt: 9 Ax a \ g� ZN PLOT6_ 0 u N O� NN LL Y�, o .10 f¢(iN SUY 5R Iii E+.t. a �..� . .. .... -ssa.nm x.+._... e.+.. ._......._.. .• ...n v.x *nx _ ow.. .a...v 'YTe n... ... .._�. _. r. .. .. a ..'^z. -s. :F��' _.3"'.t^�1., .l -es ... ..... - w:��- 4? ".s',?'-x.° ISTA-rq i0 iidSri FED.AID PROJ.NO I ( PROGRAM DEVELOPMENT DIVISION dash i ngton State Vl Deportment of Tronsportotion /PLurS2iwvs9304TC.DGN SR 167 84TH AVE. $0. TO SO. GRADY WAY HOV AND $CADI DP-1 -- ----F— CSE G_u.ED BY R. SESEPASABA ENTERED BY J. TYLER 87 s117 a 317 SK"s CHFCKED BY B. HOLLiNG —HNsom .a .�.Ko ;iW047 PROJ, EHGR, J. JOHNSON DRAINAGE PROFILE GIST. ADM. R.O. ANDERSON 5-`16 °93 'REVISED DETAIL JC care.cr.0. Li DATE DA ?E REVISION BY 5R Iii E+.t. a �..� . .. .... -ssa.nm x.+._... e.+.. ._......._.. .• ...n v.x *nx _ ow.. .a...v 'YTe n... ... .._�. _. r. .. .. a ..'^z. -s. :F��' _.3"'.t^�1., .l -es ... ..... - w:��- 4? ".s',?'-x.° r �.�. �' "�.'x �sv'�-awma.�. �r,. f.. e, ��f.. e•' �,• v�ra�.` �M-..: aas: a'. cr, �cfa�+ d.: 3�'. :4.�- a.�s3Yua���mm...£�a�.�2_. Xas vx >a�^c.'r9:mb�.w 9 �,-s. y... s.. �". b, �. �,. �s' f�`+ d�'. Lk�d' i+ �- o5': k.. se,' 4?sW,» �o. .rr..+t,r,L^a.:..�Y.,:.rE.aatwa +a, aka,✓. east.:, ti, 7a:. wy...>' �.,. aa�i: xa+.. a- x: b:. �.; F,-. e.,.:. a' r• �aa:_-..:w i,.. w�.,... �,. �z.: �-:. �: e. �. s.- x.'. a�, �' �sS.x w... w;;,. ia, a^ s�„ w, aS. a- rar.- a: ^.az.s..�,.� "w...- ..,.,...:�.. a DT6 F J c 0 i U J Q N m m '1 P O Q N LL N � U 7Qr� o A F V PI RE 12 _ 1 AM. ... 24` ::.CM ?..::.. ...... 2::::.D:I:A ::::: CH .. CUL . I .E: I '..: DIAM l 6LH, A CUL f p I 1 f t 112 DIAM. 1 ! � N i i i t I ;.5 � P ?r 5 LF i......:... 1..... X27 L - 1.0D. } .... . 9T -6F !'OD I I .. ,. { __ _+ w .. ; =saMF er3------ °a- -- - - -° _ .. I .. ......1 � ASBUILT BY G. KODEN fEG10N' �. 4STAT FED.AID PRUJ.Na. PROGRAM DEVELOPMENT DIVISION Washington State Department of Transportation f9YfSSiECESIGNFILB�AMEESElS9 SR 167 84TH AVE. S0. TO SD. GRADY WAY HOV AND Si. &DI DP -1 10 WASH DESIGNED BY R._SESEPASARA _ ENTERED BY _J. TYLER _ ENTERRk B._TYLER - �� p 93NlO4T s„ecr 97A a 317 sw[en _ J. JOHNSON - _ DRAINAGE PROF G F I L E R.O. ANDERSON 6 -15 -93 REVISED DETAIL JO TRACT NO• _ - - -- DATE DATE REVISION BY I I i 'LOT11 "`MOB" STAT 9 FED.AID PRUJ.NU. PROGRAM DEVELOPMENT Washinaton State SR 167 DP-2 .PE�ICNED BY 10 WASH DIVISION 84TT AVE. SO. TO SO. GRADY WAY "TM BY Department of Transportation HO AND SC&Dl Pur CHECKED BY Joe PAW M fR0J.-ENGR. 93*047 OF O NO -- --n /FLANS2/HCK/W93047CZGN DRAINAGE PROFILE DIST. ADM. j C COMA )90 J 'LOT11 "`MOB" STAT 9 FED.AID PRUJ.NU. PROGRAM DEVELOPMENT Washinaton State SR 167 DP-2 .PE�ICNED BY 10 WASH DIVISION 84TT AVE. SO. TO SO. GRADY WAY "TM BY Department of Transportation HO AND SC&Dl Pur CHECKED BY Joe PAW M fR0J.-ENGR. 93*047 OF O NO -- --n /FLANS2/HCK/W93047CZGN DRAINAGE PROFILE DIST. ADM. j C COMA )90 1:4 IFI : .1 ... . ...... 4 . .... .. I 1ST. ADM. R.O. s. - -r l I STAT FED.AID PROGRAM DEVELOPMENT ! 10 WASH DIVISION awowkwwoshington Stote I NZAP Deportment of Tronsportat ion 84TH AVE. SO.TO SO.GRADY WAY DP-2 HOV AND SC&Dl 9393W'047 88 ----6---15-93 --­j----R-EVISIS ;REV. ARROW ON �97 JC CMTRACT Nil DRAINAGE PROFILE 317 SHEETS Y. ATE I DATE BY Pts PLOT5 JCWW RNONW FFW .0. STATE FED.AID PROJ.NO. 1 P30GRAM DEVELOPMENT Aft. iWashington State 10 IWASH DIVISION WWAfOeportment of Transportation 93WO47 COPRXT MO. DATE DATE REYT510N By Li; U /KA1152AK/11934TCZCN SR W 84TH AVE. SO. TO SO. GRADY W Y HOV AND SC&Dl DRAINAGE PROFILE r\11,07/q0 AS UILT BY G. KODEN - - -__ DESIGNED 6. R. S.jE ASARA - -- - -�� - - -t ~ - --�_ "Eb,�STaT �0 iwasH. A FED.A_ID PRDJ.NO. Y PROGRAM DEVELOPMENT A93h. SR 167 DIVICT Woshin9ton $tote DP-3 Deportment of Tronsportotion 84TH AVE. SO, TO SO. GRADY WAY 'riOY A! �r$[►1 rxci ENTERED BY J. TYLEf? I CHECKED BY B. ROLLING —I i 93W047, ..� ____�, ._ $5A PROJ. ENGR, J. JOHNSON _ D15T. ADM R.O. ANDERSON_ _,T _ __ ____ i _ —t8Y a"T"A0� esssssss�f:5tc,�suer+nrtssssss DRAINAGE PROFILE i.E 3 T _ OATE DATE REVISION T s.E.: 8 PLOT13 v; JaWb FED.AID PROJ.NO. ISTAT PROGRAM DEVELOPMENT Atft SR 167 Washington State DP-4 b-CSf—GWE'DBi7- —R.SESU—AS�i-- WASH DIVISION 84TH AVE. SO. TO SO. GRADY WAY ENTERED By J. TYLER HOV AND SC&Dl S-,[Zt Department of Transportation VA# CHECKED BY B. HuLLING 90 H-- — —t9 3 0 7 06T-twGk. -J. J6 N 4 DIST. ADM. R.Q. ANDERSON _ /FLAkS2/W-K/V9304TCxrA DRAINAGE PROFILE � w a � w Q u 0?I3 E t E G. KODE ASBUILT BY N EG10"; _ _ SrAT FED. AID PRDJ.NO_ PROGRAM DEVELOPMENT Aoft SR 167 DESIGNED _BY R SESEPASARA _ _ 10 ASH DIVISION c Washington State ggTH AVE. O. TO SC.GRADY WAY DP -4 ENTERED Br J. TYLER oat R Department of Tronsportotion' HOV AND SC &Q! seEET CHECKED BY B. JOHNSON _ 93W047 90A DIST. ADM. R. JOHNSON E , , DRAINAGE PROFILE 317 DIST. ADM. R.O. ANDERSON DATE DATE REVi5ION BY SSSif YYSGESIGNF(LENANCSSSSSS s*E Is f �. u v � n3z z a PLOT14 s a a r o� NN LL 0 nW~ —wino we �O�>viw r =iuv+ ""'!"ISTATO FED.AIO PROJ.NO. ..�. . a�.. �.. F..: �� .,;�„�.u..a..» >..w:a. :..��e�L.. t;�.,w- ��.::aaf.� ::.- SR 167 BATH AVE. S0. TO SD. DRADY WAY H(3id AND SD$�01 �:.m.w,� �. - ^3€f,....- _,���:s� �,....�. <a�` _:.�— �..,>,.:.s�.� �, .5;.r.....a�,�r',=,.a..,�....,, saw, �a? m,.. s ..a"�.�,aa,..._.aret.�.:raao -.� �:.-c. <... �- .�:a�s +.a wax.^ s`,. ��c' �r. a�a;.-= a�a• �a�-: aa. �M�.• a;'1.�.<..d:.::.a.:.�. <::.,a�. _ _ _ ENTERED BY J. TYLER u v � n3z z a PLOT14 s a a r o� NN LL 0 nW~ —wino we �O�>viw r =iuv+ , +i. 9. .v. �+. -:.. wr^ e. s: w v '.. '- •.va>..... .. ...,. .. .x .+ .e.en.w,�ea.rv..W ++w.°na+..�+.. .. y '*nro�'b• ."YS'+:SL. i m Lfi...:K' '33' ?.5we•.. ,,.'r- e,r�r!.e, f'�'_.�a!Sm ... ....... ... e9t +. ....:r. 2 ..... ... x'o .ry .. '+R. �., . ...n ¢. H..:.w - -. _ .._ � n�'•.p::r - ..... .:, is -r.. ,•..+^yg..,8yzk •?3+iT es'f^�' ^.CFSe T :aSr;, •> ""'!"ISTATO FED.AIO PROJ.NO. PROGRAM DEVELOPMENT DIVISWN Mwoshington Stote 'f�� Department of Trons portation �PLANS2AKK/W9304TC.DGN SR 167 BATH AVE. S0. TO SD. DRADY WAY H(3id AND SD$�01 DP -4A 10 MAST; DESIGNED BY_R. SESEPASARA _ _ _ ENTERED BY J. TYLER CHECKED BY B. HOLL.ING — JO! RIBBER 931Vu47 s91 F a 317 srEErs PROJ, ENGR. J. JOHNSON — DRAINAGE PROFILE LE DIST, ADM. R.Q. ANCERSON CwtWT No. �j a DATE DATE REVISION BY SR I lo7 /q , +i. 9. .v. �+. -:.. wr^ e. s: w v '.. '- •.va>..... .. ...,. .. .x .+ .e.en.w,�ea.rv..W ++w.°na+..�+.. .. y '*nro�'b• ."YS'+:SL. i m Lfi...:K' '33' ?.5we•.. ,,.'r- e,r�r!.e, f'�'_.�a!Sm ... ....... ... e9t +. ....:r. 2 ..... ... x'o .ry .. '+R. �., . ...n ¢. H..:.w - -. _ .._ � n�'•.p::r - ..... .:, is -r.. ,•..+^yg..,8yzk •?3+iT es'f^�' ^.CFSe T :aSr;, •> m 4-S—BUICT BY G. KODEN I DESIGNED BY R. SES05-A§0—A- B� -TYL ENTERED f J. ER CHECKED BY B. HOLLING PR_OJ- FNCR-__I. JOHNSON DIST._ADM. R.O. ANDERSON T----VE V 15 1 ON DATE li 'ISTATC FED.AJD PROJAO. [Us 93WO47 -R - - , Ail NO . PROGRAM DEVELOPMENT Ar-% Washington State DIVISION � , r"Off Department of Transportation S$tS$fSSDES]GNFlLENAUF$t**$$ SR 167 84TH AVE. SO. TO SO. GRADY WAY HOV AND SC&Dl DRAINAGE PROFILE DP-4AI IA OF 17 n.. � .`�..�xz?.s�ksw'K.T•.�.rx+..w.. is. 7. 9• w�. rm' �D�. �. ecack 'd+�ra«r+�,3w?..c- '.wS36:�«.o +:a�i,din,�.,�..*E�:::Ja�: :3+�.:�.�.,:.ix_�i� -�z-Y. :xasrsti�mxic°c�s�.�aes�,.. ". asp.,. w. sw: n�.. amr... ��. h- m* a... �, �,::;. a��...._. n., �:..-.,. �-.+ �,.:,,: T...... �..:.-.. �. �.. �.... 3....- z.;;:: r, ��.�__::<:..�...,..�,3...,�._.. �,_:.:..,..�..�.�....>.� .,.... _..,�x.sv �..,..�:, a.:.:��.:::: �1 n3s N j O N Z 4 a TIO a 'a �u Q.. I- G t au NN V .G JN- �F� ~F 1¢I1rC NZ :ter, T,°ro"" STAT FED. AID FRO.1.N0. PROGRAM DEVELOPMENT Moshingt State SR 16T DP-5 DESIGNED BY R. SESEPASARA 10 ihA:�H DIVISION 84TH AVE, S0. TO SO, GRADY WAY N =ER�e BY J. TYLER i Depc+rtme..# of Transportation CHECKED BY B. HOLL I_N_G xv quit"•' HOV AND $Ca Ol SMEr: PROJ. ENGR_J. JOHNSON 9DW0�? �j DIST. ADM. R.O.ANDERSONi CMRMtl00• 1PC►NS2 /NCK /t9X47CAGN DPAINAGE PROFILE 317 DATE DATE REVISION BY ` acl;� _ PMETS 1 140 i ASBUILT BY G. KOHN _ "E�O 'STATE =f-- FED.AID PROJAO. PROGRAM DEVELOPMENT DIVI5ION Washington State Department Of TfOflSpOf #O #iOn SfEtLSftDEStG'F {IENAMEffift! SR 167 84TH AVE. 50. TO S0. GRADY WAY HOV AND SC &DI DP -5 DESIGkED BY R. SESEPASA4A ENTERED BY j. TVi —ER CI+ECKED BY B. ROLLING — IPROD... 0 J. JOHNSON _. DIST. ADM. R.U. ANDERSON _ - 10 WASH aoiwnesA 9_3W_447 — �E. 92A a £ z — __ -- — -- DRAINAGE PROFILE 1 DATE DATE REVISION BY ,, ,: _,. . ,s , . -, ... ... <77, - } s. PLOT12 ESIGNED BY I 1 10 IWAS! NTt_PtFBY I MECKED BY ROJ. EK R. 93W047 G - -RZV FLOw -UNE -AND: KDTES IST. ADM. yj DATE SDATE REVISION I "lqa PROGRAM DEVELOPMENT AOW Washington State SR 167 [DDP�-5A DIVISION Deportment of Tronsportat 84TH AVE. SO. TO SO. GRADY WAY 0'" I Wo ion HOV AND SC&Ol /PL kNS2/HCK / 019 304 TC.M 1 93 DRAINAGE PROFILE 317 C) .a ", �:��a�x' ��, e- rr�:., ,taawe+�a:.•�'vara.;�aTS�aak�. crew. Y. r. �:.: �; t"a::>. �. '.+�`�..3v�aar-..K:�.�ia.,e�:S day. S;�.�.;�sa�wwz.a. roc" ram+. aa�=.=. ��:. �. wam�".�:.- �'^sa�°Fza,.c:?am#s:a �':T, :c�.�.a�xr,.r,az.� — �. �:., a..s..ar�.x.��+..;.:N.- .,.e..>. _ _�...f_.��+�.,..:�.'.A< :,av +a.:•,,.� ` ii�acx ..,�c:Y,:..:�,.�:,wh.<d,:�ur+.c 3s ...,:a�_... z� W; tz 0 � 4 ) n ry � -o-N c- A aSBUILT BY G. KODEN — _ �_ � �°MISTATF� �---T— FED.AID PROJ.NO. -- PROGRAM DEVELOPMENT Aaw Washington State DIVISION Deportment Of TranSpOrtatiOn 1 SR 167 84TH AVE. SO. TO SO. GRADY WAY V ' DP-5A 10 WASHI � 93W047� ca?RAUme. DESIGNED BY R. SESEPASARA 1 ENTERED BY J. TYLER. CHECKED BY B. HOLLING_ PROJ_ENGR_ J. JOHN50N DIST. ADM. R.D. ANGER -ON _ DATE - -��— .6-15-93 DATE — II _ _ !REV. FLOW ENO NOTES -JC _ I REVISION BY T �A 317 rrrtris DRAINAGE PROFILE . s. _ ).i'+,.dz .k'..' -,. ♦ ... c .. .. - .... .. ...,..- �....' X+. Yg/ k•^ yy'^ E+. L. 6a" Y« ?" `_c...r.— .*.r- fi..�',Y.'-at':'.. .. -. -. "N, ^.sx °. .. -. .. .",. . .+x� .s: +r .+.':c . ,, .. -"' • _- . Y . ,3..,C,'.aY r- ,Tlr'•. y.�ep. ^':/.`aFh L['.es . °s'L'}ixT..� - ,��.- ,..�.a���rec.�..- .a:.7A.o "•.. +4 eecM..•;,YCC., .�.*h+.��`2,.�.•r" 4�3F 7s'A:�]i%_h eas. 23X' te�rtr :".?�ean::fs+'i#F`.n'oL.ciya.' �` -'z... . �•SY.Fe(Ma. ,e- ._,�p`��?EiL+su+w�a+w�ea �.Yi'au�.n5�'.sa�r..++.'1 e.+. a+..«_..a�,"ii�3L+.++be �i, �:: �' s4c' nw. i. �.., .:�ra?�$`v.�,,.�:...�a.,a..aw -c ... Y. la ..Cii >. �s;a,L .wi._+. . .� ..•• YY7 �-1 U f P = 3 O N 2 d PLOT1 0 a U N o� m�e N�SUN REo1011 srnr PROGRAM DEVELOPMENT SR 167 i State DESIGNED BY R. SESEPASARA _ _ 10 MASH DIVISION � Washington 84TH AvE. SG. TQ $0. GRADY WAY DP-6 ENrEREU BY J. TYLER _ I 'OFj� Department of Transportation HUV AND SC&DI UEET CHECKED 8T B. HULLING - -_- 93WO47 PROJ. ENGP. J. JOHNSON _ OF DIST. ADM. R.Q. ANDERSON CO. ""-r MD' /FLANS2 /HCK /W'?304tC -MN DRAINAGE PROFILE 317 --4 .... . . - --4 .... . �" r.. DIT H' XC:. I HAUL, { { ... °:........__...., L........... {..........{....... ... { ............. }......,.e+�-1 I.. ....::.I.:..'....... I'::::::::::. j'::::::":::.. {....:. .::a. .:...:.T yipiD H X I.N�L AULI ) i ( F H U _ ........, RAVEL BORROV ......... .......... ............................... .. o+. ........ ..... ..... ......... / ... —S { .': c..:..4.......... I.. ........L...........1.......... _l........... '. ::::. t f .._........i.......... IhCl.. HAUL.... f 4 L ........... I .. ........� .. : : : : : :,...... r a t %.. ..... .. r.. . ............ __..._ _...._ m. ....... I .......... .. .....: r ........_...t- _. _._t ..... I I .... I ..,........ i .. ., ... i ..._z L r + �::': t..,...:.'::...a ......:... i ........._,I ..::.'..::..1 ..:. t. _ 1 I: i . i t ,rr� l : I:: a:.: - -- ..�.__._. _._._ . -____� tom_ °_t_:__'__1__'_:_1'____ i- _____�:J_ ° m++ -t- - -- i - - - -1 .- .- .-- I- .- . - -i-.- _- I,.• -:_:_ .....- - - -/- -. -- - .- 3......... _. _ .............................. EMB 3 0 i. ....._ i..........1.., .........L. .. .. ...... I ...... o o� .......I .... .....I ............L F. :. °r.. ..:'L.. ...:... �: .....::: +: :...... i a::. L.. ..:k: : ':..:... ' .. ' ....R.1.. d{ ... . Nli :.::.:: "::�: a x.:::.....::'."..::: ':'::' :::::. ....::................... ..... ..... ... ..........) ....... .. ........ ...... J......... i ...... E -_ -- - I ..._ _. .. .._. ......... { �_ ___. _( f.......... L ..... ........l............1......... ........... ...... ,..... .... , _....... , -a- . - -r .........,- .r�; __, ... .......... ......... . ... t .,__.. t I ............ : 'i.' :.:.. I..:....:... i..::.'..:J_ . '..:.::.... /a. ... fi:....... ...::.. I:.... ..:_.: ;t rc:a�ouNa�r ASBUILT BY G. KODEN - q�'STAT 10 MASH ' 93WO47 FED.AID FRGJ.NO. + PROGRAM DEVELOPMENT DIVISION �'q�MOshington State Deportment of Transportation ssesssssoeslcutienateESSSSSS SR 167 DP -6 84TH AYE. 50. s0 S0. GRAiJY WAY HOV AND SC &Dl S"U! 94A — DRAINAGE PROFILE 317 �_ SKIM- OESIGNEO BY R. SESEPASARA �_ ENTERED BY J. TYLER —� C;UKED_B_Y B_HGLLING _ PROJ. ENGR. J. JOHNSON nIST. ADM. R.O. ANDERSON —.i.. -T � DATE _ DATE REVISION BY Rx :i �Pp Y o ZN y< O LOT2 N o� N 1� AW~ C W jG t .p MY ONt -•2VN aftama�'.�rfi! .ro5L$i+.2$�bti]K..l�v `'88d. <yy�'�$. 'X.y�a. � ASS. �ta�w ..w•�SYa..��"tJ'fuu��ew.3�. iai' stir- ai^:�:'w'+"e�+'d'i.4$«^8t Y'�.aw.: �~'-•++maxan� ee�a�' �asNL` uVal[ iasdt. AfRJ' aR9Y�K�< A$ Rt�OI Y: .FAi4"�` <.b'e'�.M'.'<Y.:1��lEtA ii2u."<'�''n°�.'�P '.�e,�cii' "�..v%ihcri?::Ys'Y.� 3.�).:.- nK...�..�K_.r.��-r. �: aa{ z•-. a, �.,-., y.. 3wr< �exr. wrx• sYrrYau ,�...at<�i��YFR'..CC ^*ai:a` -� �.LS.`ia. .w...a.'a. ...�..� i ,r., { "c,;` STAT FED.AID PROJ.NO. -- PROGRAM DEVELOPMENT 5R 167 Mashington State T OP -7 DESIGNED BY R. S_ESEPASARA 10 MASH DIVISION aw La 84TH AVE. SO. TO 50. GRADY WAY ENTERED BY J. TYLER CHECKED BY B. HO =LING Deportment of Transportation HOV AND SC &DI V,cE+ �p M YBE1 °FOJ. ENGR. J. JOHNSON ' 93WO47 OF [ST. A ^4. R.D. ANDERSON -i$-9 11Y R EMBANK. COMP, Ni3TE csm.c ^.^• rntu+svK'ci «v�arc.ocx DRAINAGE PROFILE 317 SKI�O�q� ->Y hi:�- b`�s.r.r c � w o— .o 0 ASBUILT EY G. K ODEN - - - -- 4 Rec13 . STAT FED.AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION ' '�a5hington State of Transportation «<i3sis ESIGNPILENAUfstfsts . Ft' SL5- ..;3c.�?'c:5i°F?eS1«°sv.�v4 �. ,. _ .. �.:3t� -1. Y1.fr.FA��.�'.++�ac�a:.r�as. .�..m..d...a .,,� .: .�._. ":z. a:�+r.. 'd':a.5va�,w+:.T�^�'""° S3' l3ce' vmsaxa7. ssu +.Va�sr%+aaa..,•Naaz.+rs'a',i �,., "oe� "...,�7..K+::.< S,: a +;?:st....+"�C.a^�siK�::,,e'�.. a: -'�'} rsy..,ti+ez:�- ::�"i.._:.tiT wai4`. ".i =.:ia .m�..FU� -.. <- 10 WASH c � w o— .o 0 ASBUILT EY G. K ODEN - - - -- Rec13 . STAT FED.AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION ' '�a5hington State of Transportation «<i3sis ESIGNPILENAUfstfsts SR 167 8TH AVE. SO. TO S0. GRAQY WAY HDY AND SC &DI OR-7 10 WASH DESIGNED BY R. SESEPASARA CENTERED BY J. TYLER _ (CHECKED BY 6. HOLLIN_G_ _ _ _,Department 3KO 4LI s«FF, 95A 317 SMEF iS E_NGR. J. JOHNISGIN DRAI NAGE PROFILE IfFROJ DIGf ADNI. R.O. A_N_DER50N 6-15- 43,'.'A(pVEt).EMBANY '.CDMP. NOTE -,I J€ CONTRACT 40. DATE DATE REVISION BY .u. . :�.. ._. _ � � ... .< N- r�.>.'..�... ., -. -:.- � < -. oe�.�- .�....m w..- .....w..xr •nr�a ....,. ..0 va�af ':.. 'yv .-+�.. .tcn✓T�:+^ w .n . ..�.c �: _ ... ? � .;:,'- ..£ . .. .^�f.. r� +e.:vp_g- a.+.�r awN._._. y+�^^�a.. .+n:aa»r..x^�_ , ��,..� ..... -.s�, .. r^y:. +...mow. °..... �y.�-- n�'3:. 2. ..`:2� - .s�....s<•� �e"�;' - ,Y.'r•, ,.wu':a:R*.. rYa'aR :. via:.. S+' �^ �x�-' � 'R'a�'Srsw.;�..,;�taR;3�'�:0:?� ,; aaea._+ n.,: aw: a% ,. w 'sa:,�ii�::::a:s:rrc:.�c.Y,.:.; i?' >"4.,..?��:, 3.bt�ta�sa.� •�am��-- �-- �twa��+. -. '4..s�£n�z1Y -.'.dam . �itflc�z:: a�r�+. �.' n�.:a, �, s...o....:a;,-= YSa:a.'n.s -�'u�' rv6k, �a.5::,�.ask'.w:s.�>�::�v'3N3�i 9.. a;: S. xaruaea�asx ..v`i- x:'r.,=v<....,- e.�i:.+r7 ..i..e'.:.i:._ �:.;.....:�. �*,�a,:�..., t_ �:- :�Ak,�c.:�s•'vb.-- .�x�.,..:... , LOT3 a 6 ° v 4i ". "'1' PROGRAM DEVELOPMENT SR 167 H� DESIGNED BY R. SESEPASARA _ 10 MASH DIVISION Woshington State DP -8 ENTERED 8r J. TYLER G 84T11 AVE. SO. TO SO. GRADY WAY CHEMED BY B. HoL! twc ,,, , ,� Deportment of Transportation HOV AND SC &D SNEEi - - -_ - -- - - 93WO47 96 �� ^� PRDJ. ENGR. J. JONNSDN �. °� >vw DiST. ACM. R.O. ANDERSON 6�i5 -83 RSV, X11- 2'D#fA.kkd 1 :PRQFIt C �r"'tT Q irurszitKxiW97oar.ocN DRAINAGE PROFILE 317 vim+ =sum DATE DATE I REVISION BY snEEn v 'T3 M o0 JASBUILT BY C. KODEN STATE 10 'WASH OB -J NURSER 93WO47 FED.AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION Al"NA Washington State Deportment of Transportation t$l$*$S$0ESlG;4FlLENAME**S$*$ SR 167 84TH AVE. SO. TO SO. GRADY WAY HOV AND SC&Dl DP-8 -5-EET 96A 317 SHEOETS I D—ESIGN—Eb-­§`YR--S�.—EPASARA 1 �Nj�RED BY J. TYLER CHECKED BY B. HOLLING J-dFIN­SCN DRAINAGE PROFILE —Abi4—.R-.-6—. ANDERSON I 6'15- 31. vi- D11-2 CHANNEL . -i : C CONTRACT N. DATE - I DATE REVISION a n , . -.� '- - ��a.-.�'axaY.w-.,.. �.;: :, --_ _....._.. ?x..a - - nevzo�.w i».3;..•,asr.ni��.am:�....m�..v "wt- ...e.� b, s+ awjti- :.anwn»rnn+w+s�s.s..�a.�,m. .w,x..:va1= 'i,*.S:.,J.. �_.�.,.�3...�`_�.. '4. -,; ._.:...��'..Ye- ;.Z�:6�,3i` -..t �ss5��n�sxa` �+ sa5e;: ar+ r;+, ?s+�...r..�'�:�u:..s�e::�wE�!st a�,.. rst+ �' i:;< k .�,a.,rss,**n�'�.wwa "`,:e:amm« _«.FsfS`,;. �.�n ' 2�. r:: a;:.:. �. W... d. �. ;�`';3�..�:,�.,+a,.,........, -, .._.._. 9 u 0 s s m x o� i PLOT4 s 0 N o� �s NN 4 Mti< o - •'.Wi1 N.D "<HO jSTATc7 FED.AID PROJ.NO. i PROGRAM DEVELOPMENT SR 167 BY R. SESEPASARA 10 WASH' DIVISION MQShingtOn State UP-9 BY J. TYLER � Deportment of Transportation 84 i.. AVE. SO. TO SO. GRAOY WAY _ NOV AND SC&Di CHEC1ccu BY B. HULLING .. �N� PROJ. 97 50R. J. JOHNSON DIST. ADM. R.O. ANDERSON _ cam•cr ^Q• a NrSUN — DATE DATE REVISION 8Y iPLANSZ�KK/V9so4TC.DrN —1', DRAINAGE _ PROFILE 3 7 J —�' sR ib i /90 f 1 3 F v 4 a � y e T T L + P ' m N P 3 LL - n P u W o Nye m �z� o ASBUILT BY G. KODEN _ DESIGNED BY R. SESERASARA _._ _T EG10N sT T 10 (WASH FEG.AID FROJ.NO. PROGRAM DEVELOPMENT DIVISION «m Wosh i ngton State Deportment of 7ronsportotion! •sYSfissCtSIGNFiLENAMESSassf SR 16T F4TH AVE. S0. TO $0, GRADY IgAY HOV AND SC &DI DP-9 _ ENTERED BY _ J. TYLER- _ (CHECKED BY B. HOLLING _ 408 wjwA 93W047 SKE, 9 7~ 317 ! PROJ. ENGR_J. JOHNSON DIST. ADM. R.O. ANDERSON CaMtR�T DRAINAGE PROFILE DATE DATE REVISION BY ....�. „«._. -y,: .s.� -- �- .�»-- �- �-���..�.aezr.•�z, to -�-zh a� ^� -�... ... -&,,., .. _�.a _ -. -.__ _ `°" ""�'. - _ - �F. p.: 4. ..v...si' -. . '.: .4sl5iibrnu+.a /iura .:iievwaairbastitraiv 'o..w .a+�T�ro' =twre .NAV -�1YS t..au .:• --•_: _ .'!4 `' �«• - ... :. ` • -. -- '1 MbY: aY$ b:[ sV�vi :- 4T�gS�iFr °`+)�.i'8ii.�r�.4` - ii£ABaW. Qt KYA:iSRS Lv3''FL&N�%tTe��lisFVMW <�i@_.. .xv -i__. .� � .. - y� s. na.,. w-.. v: w�au. �mmiaviran.. ua,. wr... ay.+ w..sa.- .u.sss,Jar�Y6xr.�.� <.LC,. + wi.Y H.s�.u1t,D.a'G6r..'wsQ',.vvb�+o- .;. --»..... o.... �....-,+...... .w.- .. «.rev.�.w....wuv.v.�e «as a.,.ai'..�w •:.. •,- :.+v:• a. i:: ii.. RU. 3x.. Y`»+: iAY+.• �raxr. dvaii.Ci..Z'.- 2:- .tiS%:r'J. ».sva sWt.'*i3e�_:�at�.- u n tai t i PLOT? 0 u N �s NN 4 N!� :1 +n -suv+ MLD S R. SESEPA5ARA 10 WAS BY J. TYLER rD 8Y 87H �a "'"�WCG" - ►ra i. -lnwwS N 910,;4W"061417 7 PROGRAM DEVELOPMENT DIVISION Washington State Department of Transportation /PL AN52 /HCK /W97aTC.DCN SR 167 BATH AVE. SO. TO SO. ORADY WAY HOV AND SUDI DRAINAGE PROFILE OP-10 SKr T 98 w 37 5R lb �9U s., . - � -, - ,.._.. - .. ... r. ,. .r..... ..-4. , - .:-. �. ., _ - _. r; ..-.�� xa,.,.JS- .:.:,- _•Far- _.-.:..s -,o-.. r.' r- u:- +r - �� .,.;- cn:�n�ae-.-- ..�:�.:•o->.e�i ,. ;.:� =.... ir,•- ,a��.- .�zr�mras� _..- .,a,�ct�•.�..�.yx � .K r�:crr. �.�. ._.•>..c.:�s.- ._- sq�'+..°Sa `- •:S�..m.� , ao.a ;. >s�s,-+u_ ., ._ -.... ,. .- -. -p-. ,,r�s... -� ». -,:.,,... ,...r...:.,,-- .,_'-_.- :�,:.:.m. �.�.xoz: ::a . ,r*:w -� •; �.- �,. �. ®-,.�.- ..�..v,+;`:*r5r.»,�. -.>s .- .`:... ;•�xi: �:a . -.+.e, r..e.,x. -.., �.: -...c ._. ......s.., . <m -�. .. -�.. .�.. .F.xwr.. .�__r... m. > .^Ka - .v;as •� fE .. ,. !F - - .,�...... ........_.�+'�_ _. ___ .... -t� .. 1...... �... • -r _ � � /z D �2 k� TL E �t . �,�+ f . .-.1".-- ... "i _ .....t-- - _i- -- -` --- r -- .; i- .... 'f'.., _ �. -- -t- . �r. -. -} -1 _ 1, -_ 1". .. ... 1 T 1. ._ T t- rt' 7. ^.... i - f-7 - - _ _.... 3.. CIS EL 1 G✓ Q 3 { .. ........._ { I E E ( 1............J.... -._ f. .._ . f ..._ _ .1.._.... ( _ . i J f, ...... f f c�z a ASBUILT BY G_KOQE.N .0. STAT "°' FED.AID PP.OJ.NO. PROGRAM DEVELOPMENT DIVISION Yiv' Y. W' Y.+, �^ wa:'- '3e�$:C$L`"�7'.6'.'k'..'+�e'y: N,fl4Y:eY+"F$::%a2t±c '�i' NgRiFfVS�.' L'%' A�'i�i^sw".Y- M".st`S�+s3.>Me' -� ya':.:.- X�i-+ �- rs:#: aY. z.'. .a�v§.v.�R.,�.+Fwikv�::�. -�'�- ..dam- S,'.+3P.."�<!�•[l vm'aYww.a.�a.' .- -- '-•i.£'w`"u�'w -, .:���.:,'�s'.:�"`- �°3'7_`•� -a" 133•': '.x}nfSKii�- vnwrum ew "' $t�.�iL""°s'V "54. 44R .. 4v_ { ,MASF1I - CESICNED Br R SESEPASeaA ENTERED BY J TYLER -- - -- — .,�...... ........_.�+'�_ _. ___ .... -t� .. 1...... �... • -r _ � � /z D �2 k� TL E �t . �,�+ f . .-.1".-- ... "i _ .....t-- - _i- -- -` --- r -- .; i- .... 'f'.., _ �. -- -t- . �r. -. -} -1 _ 1, -_ 1". .. ... 1 T 1. ._ T t- rt' 7. ^.... i - f-7 - - _ _.... 3.. CIS EL 1 G✓ Q 3 { .. ........._ { I E E ( 1............J.... -._ f. .._ . f ..._ _ .1.._.... ( _ . i J f, ...... f f c�z a ASBUILT BY G_KOQE.N .0. STAT "°' FED.AID PP.OJ.NO. PROGRAM DEVELOPMENT DIVISION Washington State i y beportment of Transportation fffffftf:iES1LNFIlENAUEfttfff SR 167 84TH AVE. SO. TO $0. GRADY WAY HOY AND SC &01 DP-10 -- i { ,MASF1I - CESICNED Br R SESEPASeaA ENTERED BY J TYLER -- - -- — CHECKED 9Y_ B. kOLLING� PRDJ. EhGR;J. JDHNSDN _~ —� _ i �' 93_W04? 98A OF 317 sNren —� `— DRAINAGE PROF I L_ E DIST. ADM_R_.D;ANDERSDN BY Cp11'�r"0 _ DATE DATE REV15I0N a U �Y �s P Z PLOT8 k; — ... . $4.) 1AM.S T EEL .i CASING 2 � P 75: L F /EA :- 430:L' i ! ....._..-..._+..--- .:......................................................................................... t...:._.........,------ ....... - - - -- -< ,- +- + - - -... .,. .. .. Y .. * �f CL r +- t.........i.. ...... I......... i.... .....I.........I.- .......i..... ...I........ ,: .I I .I .I :j' t .j:' 'j.' :(:.. a m. s ;._..._1318 S:DRAINAGE F�ROFIL•E :::.:.;.:' .:':.;.::::.: I 19u- r......... .... .... i........ I... .. ....t... ......I .. ......� .... ...I. ' .i I . . . . .. .� . .. . I . � . .I. ...:i ... ' .:.. .i ... ... . t�., ..... .. . i. .ii , .. .i�. . ' i. i .j: . 1 . .� ' -I . .. .. t..... ...t ....... t . . i i. I, �i� i t RF BIM �, STATE FED.A ?D I'ftOJ.NO. PROGRAM DEVELOPMENT SR 16T OP-11 ` o� �CHZCK-E—DBT 10 WASH DIVISION Washington State 84TH AVE.SO.TO SO.GRADY WAY GED- 9Y � Department of Transportations HOV AND 5C�DI °w REDdY _ _ 9� no O Pt 99 PROJ. ENGR. T 14 =993 y71E� -CA51NG'D7AM. _`'J0 _ a i. a�yo°a D15T. ADM. 6-1579 3 ADDED PiFE. REV. BERM JC O"TMA<T "o• s'- N•+S4N DATE DATE REVISION BY q /PLAN52 /NCN /[9309TC.DGN DRAINAGE PROFILE s317 xv - .�. .w1EVicvrmv�.: bi'- u�:,�. x'V`.•+3SK4^. '. w"�. �- .-.._: a. :' ::: "- _� a : `L'.. �R.a -• i�:w+Ft�Y'."".s4G ee...b: �.. w �, s.:.P..i�"_ -w. ax"�i. �w ..avv.Fec"�1t'+,�f_•?�a. eA v .. Sc_?q.'r?'.s�..r ?f'reYF:� .' :?vE?i:�.SSkS`e .iN. "t: °a,� -. X,Easv.7&.'�i .�� '4$�: .".:A..��a..t..» .. �a4::. R" w:,. �, ss..,,... r�'* CSc. .a- °��>�.xax:sa.�:`r.�ar•-�'2�. a:e�ca�;wra:. �'�- -.s �vs- �.ar,E =„x'.a -'Z�w' v�.�a4..:....�:a�«;;..�� y..,m.... - -'- S, )TB m �Ow c c IASBUILT BY G. KODEN InGION TAT FED.AID PROJ.NO. - - -- PROGRAM DEVELOPMENT DIVISION Washington State Deportment of Transportation fSt$$$lSDE5jG*TLeNA ESA*$" SR 167 SgTFi AYES(?. TO $a. GRADY i�CY HOV AND SC &DI — - - - -- - -- _ DRAINAGE PROFILE DP-11 _ __ DESIGNED BY _R. SESEPASARA ENTERED BY J. T't_LER _ 10 WASH _ _ _ CHECKED BY 8. HOLL ING � _ __ —� �� �^ 93W x�eET 9�A v 317 yeas IPROJ__ENGR.�J. JOHNSON_ 7-1 REV SIM CCASIHG' OIA�t. Jf' _ D_IST ADM. R.O. ANDERSON _ 6_15 33 ADDED PIPE. REV BERM JC COMIRKT"a• DATE DATE 1 REVISION BY ,,. _c.r . �. rn�:.•. �. ,,,s.,Rr_:�^- re.�ra..r::.rs -_xr ate:.. .._n�.x-' > _.:^°s.�- ....�,e: .. � .r -..<. _. <.... �._�: � ... y.. .., .r_.a^ ,... .. ..- ... .,. - .Y�'�.: ... ... - - . _ e_ ..ate ++ ✓- .1�.b- ..P1�bili':.. ,..:4.,3�`A"'.f'Q��£ ail ':�+is'9.E= .- ++.�^o.� +�N..dac .mom. +a�eav,8�k- Leu7 .l,±�lAJ�tV.if`sR'..'P«'�.rt�ia -.." a... a: a�i4'; 1-' 2z�: xiir�i�2;sai.:33s�'•:t�3,�`a�+_ . � : �: 4' ah... i4::' utiaa. rl3.` SY^_ �Jiw.•. �aaac- A.: kFb+: �aa: - r. a' �v.: n�.. i� •..u.L'II3G�.bAb.:K.Ia:- :,.i£a d'%v...__•�.ua,. ,4�',.. -2y..x \ »i,.!.: w.. ,w ice... -„-� _ f DRAINAGE PAVEMENT MARKING SCHEDULE V O 2 O +' u �a � N I PLOT11 4, F` ulv 1 L 1vVaTII LKU�`✓ 4ULyt"l ! L `J4t)+UU KI L 11UC+VU KI tt 'Jtl `J +U:J KI ^ - -- ,- 010 L 1009 +10 C.B. /CROSS CULVERT 2 L 951 +00 RT L 1105 +00 LT AR2" 1913E CL 020 -3 AR2' 14 +30 RT 8 "' DiA CMP a X010-7 L 1,0,09 +10 C.B. /CP.O55 CL'LYERT 2 - -- D20-2 AR2 13 +60 RT 8'" D1A CMP D!0 L 1010 +20 CR055 CULVERT 1 L 953 + @0 L 94@ +44 CL RT a: v 4 "s,°pl,°"'STAT FED. -AID PROJ.NO. PROGRAM DEVELOPMENT Washington Stote SR i67 DP -12 «mow DESIGNED BY R. SESEPASARA 10 WASH DI, ,ION 84TH AVE. SO. TO SD. GRADY WAY ENTERED BY J. TYLER r ;y � Deportment of TrGnspOrtCtfCiT1 �wv CHECKED i3Y 8. ROLLING +ot �++g� NOV AND SC &Dl sear PRDJ. ENGR. J. JOHNSON 93WO47 190 OF cw'c`:z DIST. ACM. R" 0. ANDERSOp nrm.tr "o. �R1N52�KCSn97csiMilli•/ 3i7 DATE DATE REVISIDM 'BY DRAINAGE DETAILS sxccn , ,- . .�^. .:- r.'he... �.'_ _. ,, et'�.;r,R.., _ l: °� ... .✓ -,.... .. -. =.. ,r.. ... .. d as>..,.. .__. �. -•....r_, aev£. .tc° ^�..,.amr+: "a- c°;y+ 1. +.•. +�r.°"�. ut�^c*; ., ��,2e.T.E. s�4:�wvs^.�a.�... x..,.�q -_ _ n. ff 3 O C O•- �6 Nom. vyas + =ins _ , ASBUILT BY G. KODEN_ � w3 _ �b°"'STAT FED. AID PRQJ.NO. PROGRAM DEVELOPMENT DIVISION AMk Washington State WWAODeportment of Trod oriotion =___ = = == s,cw re n = = = =__ SR 16T 84TH AVE. S0. TO 50. GRADY WAY HOV AND SC &Dl DP -12 tc 10 IMAS1� 1_�Ji i ` DESIGNED By R. SESEPASARA —�_ ENTEP.ED BY J. TYLER CHECKED BY B. ROLLING _ '� R_ 93W04:" 1 SKFT IOOA OF "EE s PROD. ENGR. J. JOHNSON _ _� —_ DRAINAGE DETAILS DIST. ADM. R. 0. ANDERSUN _ _ DA(E DATE _ REYl5ION 8Y �"TM's� `b• i _ i � w3 A tc v 0 0 asx o� 0 z a PLOT14 3 u N o� NN SCHEDULE OF FLOW CONTROL STRUCTURES DC STATION ORIFICE 1 ORIFICE 2 ORIFICE 3 OVERFLOW ELEVATION' ELEV. DIA. ELEV. DIA. ELEV. DIA. D1 -1 L 909+10 LT 22.25 4.50 25.65 10.50 - - 27.15 D2 -3 L 902 +00 LT 24.26 4.50 29.36 9.50 - - 30.40 D3 -3 L 916 +00 LT 23.30 3.00 26.40 T.50 - - 27.90 D4-3 L 935 +25 LT 24.00 2.T5 1 26.90 2.75 - - 27.90 3 L 960 +20 RT 19.20 3.25 22.10 3.00 - - 23.10 DT -5 L 968 +90 LT 21.00 2.25 23.40 2.00 - - 24.40 D7 -7 L 969 +00 LT 21.00 2.00 23.50 4.25 - - 24.50 D7 -7 L 974 +50 LT 21.00 2.25 23.40 2.00 - - 24.40 D8 -2 L 974 +70 LT 21.00 2.25 23.8C 2.25 - - 24.80 D8 -5 L 994 +00 LT Ir..001 3.50 19.10 3.25 - - 20.10 09 -7 L 99T +00 1T 16.90 o nn :19.50 - - 20.50 D10 -2 L 1000 +40 LT 16.90 4.25 T 19.50 4.25 - - 20.50 D11 -2 L 1017 +85 LT 18.20 1.50 1 21.10 1.50 - - 22.10 D11 -4 L 1018 +15 LT 18.20 3.00 20.90 2.T5 - - 21.90 D11 -7 L 1029 +85 LT 18.20 2.50 20.90 2.50 - 21.90 012 -1 L 1041 +55 LT 15.57 3.75 18.37 3.50 - - 19.40 012-3 L 1041 +70 LT 15.571 2.00 1 18.47 2.00 - - 19.50 D12 -3 L 1049 +T5 LT 16.00 2.00 18.90 2.00 - - 19.90 013 -3 L 1050 +10 LT 14.90 4.00 18.00 5.501 0.50 18.00 19.50 D14 -1 AL2 65 +20 LT 14.50 5.75 17.00 4.25 17.50 18.00 17.50 ,i4-4 L iOG4r50 RT 2i.00 4.00 1 24.101 4.00 124.50 133.00 24.00 D14 -9 L 1071 +00 LT 15.50 3.00 1 19.40 4.50 21.10 12.00 21.10 D14 -14 L 1071 +05 RT 16.50 3.72 1 20.13 4.16 111.23 00.29 21.23 015 -2 L 1101 +50 LT 10.00 6.00 1 i3.10 7.50 13.50 18.00 13.50 D16 -6 L 1102 +00 LT 10.001 3.25 1 12.70 4.75 12.90 18.00 12.90 Di7 -3 L 1120 +60 LT 6.32 2.75 11.72 5.75 12.02 18.00 12.02 D18 -1 L 1121 +40 LT 9.001 5.50 1 12.40 7.25 12.80 18.00 12.80 1. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REOUIREMENTS FOR CATCH BASIN TYPE 2, 72 " DIAMETER PER STANDARD PLAN B -1f AND SECTION 7 -05 OF THE STANDARD SPECIFICATIONS. 2. THE MINIMUM DIAMETER SHALL BE 72 INCHES. 3. LIFT CHAIN SHALL BE GALVANIZED AND OF 200 LBS. CAPACITY. 4. RESTRAINING STRAP SHALL BE 03/8" X 3 " STEEL WITH A -153 GALVANIZING A.S.T.M. 5. EXPANSION BOLTS SHALL BE COMMERCIALLY AVAILABLE AND -5/6" DIAMETER. 6. OIL SEPARATOR SHALL BE FABRICATED FROM SCHEDULE A CORRUGATED METAL PIPE IN ACCORCANCE WITH AASHTO DESIGNATION M36, M196 OR M197. GALVANIZED METAL SHALL HAVE TREATMENT 1. T. JOINTS SHOWN ARE OPTIONAL FOR PRECAST UNITS. CAST -IN -PLACE UNITS SHALL BE POURED WITHOUT JOINTS BETWEEN THE BASE AND THE TOP. 8. OUTLET SHALL BE CONNECTED TO METAL PIPE WITH A TYPE C OR E BAND WITH GASKET OR GROUTED INTO THE BELL OF CONCRETE PIPE. ALUMINUM SHALL BE PAINTED PER 7- 02.3(1)82 PRIOR TO GROUTING. 9. PAYMENT SHALL BE PER EACH FOR FLOW CONTROL STRUCTURE. 10. THE OIL SEPARATOR'S STANOPiPE SHALL BE THE SAME DIAMETER AS THE HORIZONTAL OUTLET PIPE. 11. MULTI ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ENTIRELY ON ONE SIDE OF THE RISER ASSU 7':G ADEQUATE LADDER ACCESS. 12. FRAME AND LADDER OR STEPS OFFSET SO; A) CLEANOUT GATE IS VISIBLE FROM TOP. B) CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C) FRAME IS CLEAR OF CURB. 13. LENGTH OF OUTLET PIPE VARIES. SEE STRUCTURE NOTES FOR EXACT LENGTH AND DIAMETER OF PIPE REQUIRED. ON Gravel Borrow Incl. Haul FLANGE WATERTIGHT _1 FLANGE OR COUPLING `� _ELEV. AS 6 " MIN •� T SPECIFIED z PLATE WELDED TO 6 " DIA. ELBOW iv WITH ORIFICE AS SPECIFIED ELBOW DETAIL Culvert Pipe Note 13 o 0.5% OUTLET ryy`61 Ex. Ground Round manhole cover marked "DRAIN` with locking bolts. cx _o = EE _ 1111 Overflow elevation i - Handholds to provide detention v Lift handle and oil separation 'I per pions a TOP Y.S. ELEV. -y n Steps or ladder v L_ Orifice 3 4 Elbow Restrictor Sch, A Culvert Pipe (See " fuii) Orifice 2 / +1 12 " Diam. O 10 LF (Typ.) See Note 3s -� e Pipe support (s) I" MIN.'; 1' 0 "" O.C. Max- . (T e 3" x .075 "' alum. ! � - or .079" steel OUTLET 1 INLET \ i Riser -� ra Restrictor plate �' N `� -� o with orifice 1 z �- CleanuutlStear gates -- - 8 "" diameter Min. I "" MIN. T2 Ji o +. N a. e 3" 0..5' Crushed Surfacing Bose Course r- Heavy Loose Riprop hoc c� a 0 00 � Sch. A Culvert f ° 10 LF (Typ.) a� o Q INLET o 0 J• 4 a > 1 _ � ( TYP. 71 FLOW CONTROL STRUCTURE IN BERM 0.5% Bottom Of Ditch J AS DIRECTED BY THE ENGINEER OVEREXCAVArE AND BACKFILI WITH GRAVEL- BACKFILL FOR FOUNDATION.;CL. B. , FOR SOIL STABILIZATION., I ►9 FQR e 6' FLOW CONTROL STRUCTURE (TYP) MODIFIED CATCH BASIN TYPE 2. T2IN. DIAM. WITH OIL-WATER SEPARATOR AND CATCH BASIN TYPE 2, 96 IN. DIAM. WITH OIL-WATER SEPARATOR l,`„'0M STAT FED.AID PROJ.NO. PROGRAM DEVELOPMENT WASH DIVISION Washington Stole 10 Ja Y.®cR �AW Department of Transportation 43N1047 /1PLAkS2 /IIOK /% "13CA -- hLM PLAN VIEW "AS CONSrRUCTE� i PLANS" ONLY SR 16T DP -13 84TH AVE. SO. TO SO. GRADY WAY HOV AND SC &DI SKET 101 DRAINAGE DETAILS 3iT 1 - .�v... �.z ... .._w...�- .w »:.. -. n�i ..e�.ua...wr - ..:.vs. .-' .✓n ?.c�...hy...±.:•e t e+a+.<s+�'v.- �d'rrov.s> -evva 'n: -..ta s- ,:ec..:..x wm.- ..ae.n". -.m+v» w�..a i.v�+x �n�'ays.- 'ns�e-.:v.m: - -.: ,.n- .�.-.�'x- .E.ww�v -+ ,x. .Y. -+ H�•.F. �•+' sC. e. �C^- i. S". t�n..,�- +- .��v.- a:':aA3.sv�c?s� n,^•+'- '?e'-vgryp.,..t -�.'o °rye: A 3.C'?Sd ?.e;M1k^Y+c�:1.5.`i ��2CW3':- d'q+i "•'!°4 f�'rd'v'�.VR:' "Y:�E4.: ^..' .P-- :aT1•"' ?. ue.+ -.-�;. -. c _ ..?•.- �nl?.. .. a+`vr - >!49 S'�Y.._ /!L Q.. �sr-. 4xMMgw- `R^k +i^.srr�- �F'.�?S.rv. -.r s...'+YATae�•iasx"w�rSroX. uax4. 6. 5. �; ��, ast: rdet8. sx�: nz+.:., wae._ �, na:. e�xs.: a,.> wme> c..., oT, xa�.-. r:, �. '�.�'r,C:m��.�ea:.•.s.X3z_m.,.w q?.,,.> �,ek:��t.,�- ��SCUs.:5:s?�...�a emu:..- say:. o: str,., s...,, w_. a. a.. oy..< ..�,•...a.s.y.,....- ....__�_� -. • ex: �z�. x:�;.ata'.^�:s!e &>.:ew:olw.+ai. lY.ilS= any: ts?:- ....sa: Sze&= 3. �,...- u...„.. �.. �m: K+. �:f. a«;-.: r.+.* s-.. a.: �.,:.., �a.- a�. ���mu ;'..+;.nw.soxxv.�;.:v:,:,,.; y*u.t�.`A::. -�..: v 0 0 a, v > x N 4 5 t i FINISHED GRADE 3' i i EXISTING GROUND I - --t--- EXISTING CULVERT PIPE —_ - - -- ! i I i DETAIL OP -15 CONCRETE MEDIAN BARRIER WALL I I 1 i i I I I I I I i DETAIL A GRATE INLET TYPE 1 OR 2 EXISTING CULVERT PIPE GRATE INLET �— TYPE 1 OR 2 ' 8 " UNDERDRAIN PIPE II II --- --- -- --- -- -._ - - -- — - --- ��-- -- -- -- -- -fit'- — --- -- - --- -' -' - --T --------- - - - - -- -- - - - - -- — REMOVE EXISTING CULVERT PIPE REMOVE EXISTING STRUCTURE NOTE: STRUCTURE NOTE D8 -1 ONE SIDE ONLY. DETAIL C I 3" LT OR 3" RT L LINE GRATE INLET TYPE 1 OR 2 — i CONCRETE BARRIER CONCRETE MEDIAN ! L LIIER WALL PROPOSED FINISHED GRADE \ I i I I FINISHED GRADE — NEC 3' 1 L - EXISTING GROUND C i GRATE INLET - -- - + -.._ ` \ \ TYPE 1 OR 2 �\ EXISTING GROUND � I I REMOVE I v) EXISTING - -- CULVERT q SEE CONCRETE PIPE I 'Z ` COLLAR DETAIL/ - -I }1�_� C!9 COUPLING DETAIL'DP -15 - - -- - -- -- - - -- C) EXTEND EXISTING CULV. PIPE EXISTING CULVERT PIPE - - -{ -- TO MATCH EXISTING SCH A CULV —REMOVE EXISTING . SCH A CULV. STRUCTURE PIPE (TYP) PIPE (TYP) 12" DIAM. NOTE: SEE PLAN SHEET AND STRUCTURE NOTES le DIAM. 10 LF 10 L.F. FOR OUANTITY BEING INSTALLED. pETAIL p DETAIL B RE ..... STAT FED.AID PROJ.NO. PROGRAM DEVELOPMENT Aoft SR DESIGNED BY — In MACH Woshington State .T !S OP-14 ENTERED BY DIVISION 84TH AVE, S0. TO 50. GRADY WAY CHECKED BY ,a .,N,E� w Department of Transportation HOV AND SC &D! SAET PROJ. ENGR. 93W 047 I 102 GIST. ADM. f -i5- ?3 [1DE l dpER CINL- ".aN�7 pRFOtiS,iC C�TWTNO. /PLAN5?/ K/W9304TWw+ DRAINAGE DETAILS or . — ., -1 n � +f^z. . ..1. . vy 3L 'h ,*.4X... -;,Y a'. ^-f!': : ... _ ,:3 .V!�rr�-_+iYSS- WSe:x R ". .�'3.w.�-^ -. ..- ..-� .. -.. :a<.� e....:.. ..�... :.� ...;. .- ..,...:, ... a...a.,. �..sar..nsm ++C .t — ? i—.* '..y,..,!- .uwa�.a.-ua, "�aFw-ns• .yx tax�ea6r5 '�aesak.is�'s�uss,�r_.,a 'mss. r�e+,...s�..�s .F �:oe mss. �.�s+� ..- : y�..+�u..,�.� �i�a',. vm.,�cwa..�•,.a- �sss.n. ,...�.�- aal.�v3s.- .rc��.+?3�.•^ .a�+� ,�&x _ �.:: � - - -z,. .. '•.�m�-��..— S'::a�we%�ak Raaa�Je3 .H �:i.:+zW,. ?9uum-..i.+i.'�N `+hAu�aS' l: .:+54.�+s•�•:t- - .Zi�.•rv`S`'+...c .•• Welded Steel Wire Fabric 2 "x 2 " 12 gage ( 2 "clearance all around ) 0. D. i p `o O P � Z N U \ Z O N O.D. * 1" J�—END VIEW (OvD• \* `` 2 / * Not less than 12 inches. Square Concrete Class 3000 CONCRETE PIPE COLLAR DETAIL A Heavy Loose Riprop A r - _ —^ O � 3 x D PLOT16 �, 15, _f A,. SECTION A —A ey Loose Riprop Dissimilar pipes to be Joined nIShPd Existing slope FI Orooe -- -- - Exist. Concrete Culvert pipe See Octall - Concrete pipe collar. HF AVY I nnc,,F R T PRAP PAS EFTA T I 0 J 0 a, Depression 'o I 0. 1+ 0, n %sh P OP F' aP Catch Basin Type I-- 1 Pipe As Specified In Structure Notes *Minimum Pipe Slope 5% SHOULDER DRAIN DETAIL (CATCHBASIN) Beveled End Section (See Standard Pion B -7a) Match existing_ __ -_ — culvert grade Grovel BackfiII for Pipe Bedding (See Standard Plan 8-11) CULVERT EXTENSION DETAIL L-- r_- -- Beveled End Section Required See RIPRAP PLACEMENT DETAIL This Sheet Bottom of Ditch �2' ( Typ ) F. led End Section Tom\ -` 2" � T Ri '—Light Loose Riprop Bottom of Ditch LIGHT LOOSE RIPRAP PLACEMENT DETAIL %.-jSTATq FED.AID PR OJ PROGRAM DEVELOPMENT I 10 MASH DIVISION Mashington State W/VDepartment of Transportation FOR "AS CONSTRUCTED PLANS" ONLY SR 167 DP -15 BOTH AVE. SO. TO SO. GRADY WAY HOV AND SUDI ME, CHECKED_ BY I I g jWO47 /PLANS2 /KK /R9304TM.M 103 317 SKEIS PROJ. ENGR. DRAINAGE DETAIL aIST. AeH. — c7q� DATE DATE REVISION BY U 0 I V c � OFFSET DISTANCE SHOWN ON PLANS i AND DITCH /CHANNEL PROFILES c � PPi !r- R/W z ^ a / � 3,_0•• s BERM > _ N VARIES 4''-16" WIDE TYPICAL DITCH OR CHANNEL SECTION OUTLET HEAVY LOOSE RIPRAP I F.C.S. EDCE OF PAVEMENT FILL PLOTS FILL FILL __ A F LL o cx D \ r, fiLL ° G �- — FILL FILL A CL OFFSET DISTANCE SHOWN FOR DCHANNEL F.C.S. ON DITCH /CHANNEL PROFILES INLE MAINTENANCE ACCESS DETAIL FOR FLOW CONTROL STRUCTURES 3 EDGE OF PAVEMENT ti II I EX. OR EXTENDED CROSS CULVERT XE x EXISTING GROUND HEAVY LOOSE RIPRAP PLACEMENT DETAIL FOR F.C.S. IN DITCH OUTFALLS 0.5' CRUSHED SURFACING BASE COURSE GRAVEL BORROW INCL. HAUL SECTION A -A 'O'rSTAT FED.AID PROJ.NO. PROGRAM DEVELOPMENT Io wasH DIVISION !+ ®stStr7gon State Department of Transportotlon EXISTING GROUND OF DITCH FOR "AS CONSTRUCTED MANS" ONLY SR 187 DPIG 84TH AVE. SO. TO SO. GRADY WAY HOV AND SC&DI taly L,nc�ncv oj PROJ. ENGR. IST. DM. _ 5 -15 -93 _ REVi l)1MEii51DNON SE1. AtA:'JC 93W O47 cammcrwo. iPLANSt/NCR/We3o4JM." 31 �T, D R A I N A G E DETAILS DATE DATE REVISION BY _._ _ swa bR ;(07 A z TYPICAL SECTION THRU CATCH BASIN SCALE: NONE q OF 9/16" DiA. HOLE. DRILL 1 HOLES IN ANGLE TO ALIGN WITH HOLES IN TIE STRIP 1/2"0 •A3 C5 %gin WITH i I \ . 1/2 "P A325 30lT� �/ NJT & vlASHER SEE CONNECTION DETAIL 1. ELIMINATE REINFORING STRIPS AT CATCH BASIN - PARTIAL PLAN AT CATCH BASIN SCALE: NONE CONNEC71ON ANGLE 'GA''_YAV ZED) M � 'I_ --- FROI'IT FACE OF I j WALL PANEL REINFORG,NC STR! M'%7T AT ) fk CATCH CBSTROCT ON TIE STRIP CAST IN BACK FACE WALL PANEL. OF PANEL CONNECTION_ DETAIL NOTE: - GUTTER LINE SCALE: NONE - ALL HOLES URILLED IN CONNECTION ANGLE SHk. L BE SPRAY GAi.VA;'IZ O. 'GP OF WALL PANELS - q OF 9/16" DA. HOLE TO BE DRILLED IN ANGLE SEE CONNECTION / DETAIL 7 (TYP.) FRONT FACE OF WALL L 5' x 3" x 1/4" x 10' -0" CONNECTION ANGLE CENTERED APPROXIMATELY ABOUT q_ OF CATCH BASIN BEHIND WALL, PROVIDE CONNECTION ANGLE FOR EACH LEVEL OF TIE STRIPS IN THE OBSTRUCTION ZONE (TYP.) ADDITIONAL REINFORCING STRIPS ATTACHED TO ANGLE BEYOND WALL CATCH BASIN DUE TO OBSTRUCTION. SEE CONNECTION DETAIL 2 AND PARTIAL.PLAN ABOVE (TYPICAL) SEE CONNECTION DETAIL I (TYP,) 0 N EL. 16.50 --.` ?STING 30" DIA. M9, PS > +. `•t.! LINE a .18.35 SECURE 3 1a' ;-.XP. JT. MAT'L TO CONC. AROUND COLLAR AS SHOWN t' -0" X 6" UNREINFORCEO CONC. © LEVELING PAD (TYPICAL) CONCRETE COLLAR AT STA. 1075 +90 SCALE: 3/4 " =1' -0" FRONT FACE OF `- R.E. WALL GRADUALLY DEFLECT REINFORCING STRIP OVER OR UNDER PROPOSED `� \�� ` PIPE AS SHOWN `- --------------- -- °-- STRIP DEFLECTION. OVER PIPE DETAIL SCALE: 3/4" = t' -G" - _. '.-.. T. A. R?' W! !'.8.'*.'•*_v- m- x +.rsF^�}'�W+t: ?:= r71,.t %b�••.R�". � µ,.a'�",y°�",4'�A.: -! �v_��1'cRyC,. ..�;✓�..'7'f -tSSr vrmr�a- .�ro'+r- fi'�tq. �- c'xm °x,'�. +ma.:.e!R. F:�v'A'F".'i;?' �X, .B:' x:'issa - n3"..^ .,. .. n.at.• !Q :l.,a. BA`K..: - At':..`�cvF' X' -ee.�M1 "5� -'a" < 'p2eR'2e'x'm' i?3'.Y^ti.�'a jY•sb' a} ^oc�. s r. I --.` ?STING 30" DIA. M9, PS > +. `•t.! LINE a .18.35 SECURE 3 1a' ;-.XP. JT. MAT'L TO CONC. AROUND COLLAR AS SHOWN t' -0" X 6" UNREINFORCEO CONC. © LEVELING PAD (TYPICAL) CONCRETE COLLAR AT STA. 1075 +90 SCALE: 3/4 " =1' -0" FRONT FACE OF `- R.E. WALL GRADUALLY DEFLECT REINFORCING STRIP OVER OR UNDER PROPOSED `� \�� ` PIPE AS SHOWN `- --------------- -- °-- STRIP DEFLECTION. OVER PIPE DETAIL SCALE: 3/4" = t' -G" - _. '.-.. T. A. R?' W! !'.8.'*.'•*_v- m- x +.rsF^�}'�W+t: ?:= r71,.t %b�••.R�". � µ,.a'�",y°�",4'�A.: -! �v_��1'cRyC,. ..�;✓�..'7'f -tSSr vrmr�a- .�ro'+r- fi'�tq. �- c'xm °x,'�. +ma.:.e!R. F:�v'A'F".'i;?' �X, .B:' x:'issa - n3"..^ .,. .. n.at.• !Q :l.,a. BA`K..: - At':..`�cvF' X' -ee.�M1 "5� -'a" < 'p2eR'2e'x'm' i?3'.Y^ti.�'a jY•sb' a} ^oc�. s r. GRADUALLY REINFORCING AS SHOWN - 2' -8" 2'-0" N 0 I tV 3" MIN. I " EXPANDED POLYSTYRENE 4 1/2" FRACTURED FIN FINISH REINFORCED EARTH WALL PROPOSED TRAFFIC BARRIER SECTION NOT TO SCALE AND BARRIER JOINT LAYOUT. TOP OF C.I.P. 3/4- (0.06') EXPANSION \- -FRONT FACE OF JOINT MATERIAL SECURED WALL PANEL TO CONCRETE PANELS "N"" Inlnir (TYP.) OP 111 ONAL BUTT JOINT DETAIL SCALE: 3/4" - 1' -0" fE 3 /4 "tn DOWEL OR CE 1 1/8 "0 PVC PIPE 4 1 � (TYPICAL) SECTION 1 -1 `�. JOINT a QU I v t JOINT CONNECTION DETAIL NO SCALE NOOIE: STRIPS OF FILTER CLOTH SHALL BE PLACED ON BACK FACE OF PANEL, OVER PANEL JOINTS. FILTER '4LOTH SHALL BE ADHEREC TO BACK FACE OF PANELS USING AN ADHESIVE COMPOUND SUPPLIED BY THE 'REINFORCED EARTH COMPANY. FIL7ER CLOTH DETAIL PARTIAL ELEVATION - BACK FACE SCA_'�: 3,116" . 1' -0" (L DOWEL A,_III i d' -7 r' VEOMETRY NOT REVIEWED SY THE BRIDGE i STRUCTURES BRANCH _o_r-_vA-r(oNZ skcWw 1+;W_ A- -Tory C)- LEvP.LtNC- P'AD. is � s I }: 4 �"...., _ :,.._ .. _ .� .. .� - �,.�... -.,-, .r -.. _. ..,.vim-- c+c -rrn�a �.,�..waw�+ :..•.;. ^"z�s?.v. -. +w=.s- ^^.�'•m2^; �rr^�. >. :.vie: >?r- -s,5'. ... �. s: srzt,:! w; r "as�±at➢!�'Y.pi�z:.- iST*.,,•?i xa.x ;rrrd�;.,. ^�^s..,..e�w^"'Y''�.._.,..r. 'S'., � :Z ;T.av*73+?�nw.�lt.;wa: .. < .. _ v--, �-•_> e�- ?�.+ r.T.�;•.�� =x�°^",,�'. :+z�.x :.�» ate. z- ,,;?+�z.�•^:±„�..e- .fc.� =,yx �r,�s.-^c !...... -., � .•�. -� .a .. ... ._... _.... ...�,..�. ..,y�e. �xT�r•�cae.,.�...�afi".ri :..- .. g4., ,. •.y,,'.v _ _. ..�5:"'. TYPICAL FILTER CLOTH CHAMFER HORIZONTAL JOINT: "BEARING 2 PAD4-x3 1/4-x--,74— FRONT FACE PER PANEL OF PANEL L_ 3/4 -± SECTION 1 -1 `�. JOINT a QU I v t JOINT CONNECTION DETAIL NO SCALE NOOIE: STRIPS OF FILTER CLOTH SHALL BE PLACED ON BACK FACE OF PANEL, OVER PANEL JOINTS. FILTER '4LOTH SHALL BE ADHEREC TO BACK FACE OF PANELS USING AN ADHESIVE COMPOUND SUPPLIED BY THE 'REINFORCED EARTH COMPANY. FIL7ER CLOTH DETAIL PARTIAL ELEVATION - BACK FACE SCA_'�: 3,116" . 1' -0" (L DOWEL A,_III i d' -7 r' VEOMETRY NOT REVIEWED SY THE BRIDGE i STRUCTURES BRANCH _o_r-_vA-r(oNZ skcWw 1+;W_ A- -Tory C)- LEvP.LtNC- P'AD. is � s I }: 4 �"...., _ :,.._ .. _ .� .. .� - �,.�... -.,-, .r -.. _. ..,.vim-- c+c -rrn�a �.,�..waw�+ :..•.;. ^"z�s?.v. -. +w=.s- ^^.�'•m2^; �rr^�. >. :.vie: >?r- -s,5'. ... �. s: srzt,:! w; r "as�±at➢!�'Y.pi�z:.- iST*.,,•?i xa.x ;rrrd�;.,. ^�^s..,..e�w^"'Y''�.._.,..r. 'S'., � :Z ;T.av*73+?�nw.�lt.;wa: .. < .. _ v--, �-•_> e�- ?�.+ r.T.�;•.�� =x�°^",,�'. :+z�.x :.�» ate. z- ,,;?+�z.�•^:±„�..e- .fc.� =,yx �r,�s.-^c !...... -., � .•�. -� .a .. ... ._... _.... ...�,..�. ..,y�e. �xT�r•�cae.,.�...�afi".ri :..- .. g4., ,. •.y,,'.v _ _. ..�5:"'. n O .J 0 T 2 i 6 CONSTRUCTION NOTES SR 167 15TH AVE. SO. TO SO. GRADY. WAY HOV LANES AND SC &DI - f((c REMOVE EXISTING LUMINAIRE AND ALL ASSOCIATED EQUIPMENT . REMOVE POLE FOUNDATION AND BACKFILL. SEE SPECIAL PROVISIONS. ,� USE SPARE 20 AMP BREAKER FOR SC &DI CIRCUIT 8. THE PEAK LOAD FOR THIS CIRCUIT WILL BE 9.OKVA. INSTALL NEW 15 AMP BREAKER FOR NEW �5 INSTALL METAL LIGHT STANDARD, LUMINAIRE AND FOUNDATION WITH ASSOCIATED EQUIPMENT. SEE. LUMINAIRE SCHEDULE AND STANDARD PLAN J -1. SC &DI CIRCUIT 13. THE PEAK LOAD FOR THIS CIRCUIT WILL BE 6.OKVA. Y REMOVE EXISTING JUNCTION BOX AND ALL CONDUCTORS. ABANDON CONDUIT 18 INCHES OR MORE BELOW GRADE. REMOVE CONDUIT SWEEP. ?8 RELOCATE TRANSFORMER, CONTROLLER AND CABINETS WITH ASSOCIATED EQUIPMENT AS SHOWN. REMOVE FOUNDATION AND BACKFILL. SEE CONSTRUC- BACKFILL ALL VOIDS. SEE SPECIAL PROVISIONS. TION NOTE 130, AND SPECIAL PROVISIONS. MAINTAIN EXISTING PHASING AND WIRING TERMINATIONS. REMOVE EXISTING JUNCTION BOX AND ALL CONDUCTORS. REMOVE ELBOW SECTIONS FROM CONDUIT. SPLICE NEW CONDUIT TO EXISTING CONDUIT 29 REMOVE EXISTING JUNCTON BOX. ABANDON LUNUVIT 18 INCHES OR MORE BELOW GRADE. BACKFILL ALL VOIDS. SEE SPECIAL PROVISIONS. AND ROUTE AS SHOWN. MAINTAIN ALL BONDING AND GROUNDING. 0. BUILD FOUNDATION FOR AND REINSTALL EXISTING TRANSFORMER, CONTROLLER AND CABINET WITH ASSOCIATED EQUIPMENT AT THIS LOCATION. SEE 0 BREAK SPLICE AND SPLICE NEW WIRE TO EXiSTiNG WIRE ACCORDING TO WIRE SCHEDULE, AND LUMINAIRE SCHEDULE. CONSTRUCTION NOTE 128. MAINTAIN EXISTING PHASING AND MIRING TERMINATIONS. SPLICE WIRE FROM TRANSFORMER TO WIRE FROM SC &DI CABINETS. 31 BREAK SPLICE FOR LOOPS. REMOVE FROM CONDUIT EXISTING 2C(SH) FOR THESE LOOPS TO CONTROLLER. SPLICE NEW 2C(SH) FOR THESE LOOPS ABANDON CONDUIT. TO LOOP LEAD IN WIRE AND CONNECT THE 2C(SH) TO THE APPROPRIATE INPUT SLOTS AT THE RELOCATED-CONTROLLER. BREAK SPLICE FOR LOOPS. REMOVE FROM CONDUIT EXISTING 2C(SH) FOR THESE LOOPS TO CONTROLLER. REPLACE EXISTING 2C(SH) FOR THESE Y S BREAK SPLICE AND REMOTE 2C(SH) TO CONTROLLER. REMOVE LOOP LEAD IN WIRES FROM CONDUIT SYSTEM. ABANDON LOOP WIRES EMBEDDED IN LOOPS WITH NEW 2C(SH) TO CONTROLLER, SPLICING TO LOOP LEAD IN WIRE AND CONNECTING TO APPROPRIATE INPUT SLOT IN THE CONTROLLER. PAVEMENT. // Pn I% 1P�1fA 0- INTERCEPT EXISTING CONDUIT, SPLICE TO NEW CONDUIT, MAINTAIN ALL BONDING AND GROUNDING. ROUTE NEW CONDUIT TO JUNCTION BOX. 0 SEE SIGNAL PLAN FOR CONTINUATION OF THIS RUN. p q r •) TIZt� #t T7 BREAK SPLICE FOR WIRE NOT TO BE USED A(9 REMOVE THIS WIRE FROM CONDUIT. REMOVE ELBOW SECTIONS FROM ABANDONED CONDUIT. CUT 411) SEE ILLUMINATION PLAN FOR CONTINUATION OF THIS RUN. + N l y — ABANDONED CONDUIT TO 18 INCHES BELOW GRADE. L3 5) REMOVE EXISTING CONTROLLER POWER WIRE TO SERVICE CABINLT. It RELOCATE EXISTING LIGHT STANDARD AND LUMINAIRE. SEE LIKE NUMBERED LUMINAIRE IN SCHEDULE FOR NEW LOCATION. RELAMP LUMINAIRE_ 35 REMOVE EXISTING WIRING FROM TERMINAL CABINET ON SIGNAL POLE TO EXISTING CONTROLLER. 3t BREAK SPLICE FOR EXISTING LUMINAIRE CIRCUIT AT THIS JUNCTION BOX. SEE CONSTRUCTION NOTE 138 FOR ROUTING. 0 INSTALL RELOCATED LIGHT STANDARD AND LUMINAIRE AS INDICATED IN LUMINAIRE SCHEDULE. se DISCONNECT 12PR COMMUNICATION CABLE AND 2-2C(SH)AT CONTROLLER AND PULL BACK TO THIS JUNCTION BOX. PULL BACK CONDUCTORS. FOR 0 INSTALL 480/120 3KVA TRANSFORMER FOR SC &DI EQUIPMENT ON CONCRETE PAD. SEE SC &DI DETAIL SHEET ED -10 ILLUMINATION CIRCUIT TO THIS JUNCTION BOX. SEE CONSTRUCTION NOTE 137. AFTER COMPLETION OF CONDUIT SPLICING AND ASSOCIATED WORK 0 INSTALL 4801120 SKVA TRANSFORMER FOR SC &DI EQUIPMENT ON CONCRETE PAD. SEE SC &DI DETAIL SHEET ED -IO REROUTE CONDUCTORS AS INDICATED IN WIRE SCHEDULE. RECONNECT 4_2C(SH)AND 12PR COMMUNICATIONCABLE TO THE APPROPRIATE SLOTS AT THE _ SPLICE Am', Rc-unY_ WIHE FROM ABANDONED CONDUIT. REMOVE ELBOW SECTION FROM ABANDONED CONDUIT. SPLICE NEW WIRE TO EXISTING CONTROLLER. WIRE ACCORDING TO WIRING SCHEDULE AND LUMINAIRE SCHEDULE. G REMOVE EXISTING JUNCTION BOX. REMOVE ELBOW SECTIONS FROM CONDUIT. SPLICE EXISTING AND NEW CONDUIT AS SHOWN . MAINTAIN ALL BONDING FOR CONTINUATION OF CONDUIT RUN SEE ILLUMINATION AND SC &DI PLAN SHEET E -S. AND GROUNDING. ABANDON CONDUIT FROM EXISTING PEDESTRIAN POLE FOUNDATION TO THIS JUNCTION BOX 16 INCHES BELOW GRADE. BACKFILL ALL (� YJ INSTALL 480 VOLT TYPE E SERVICE CABINET AND ASSOCIATED EQUIPMENT. INSTALL CONDUIT AND CONDUCTORS UP UTILITY POLE PER UTILITY VOIDS. SEE SPECIAL PROVISIONS. COMPANY REQUIREMENTS. SEE STANDARD PLAN J-3Q, COORDINATE POWER HOOK UP WITH POWER COMPANY. REMOVE EXISTING PEDESTRIAN POLE AND FOUNDATION. BACKFILL ALL VOIDS. SEE SPECIAL PROVISIONS. REMOVE FROM CONDUIT EXISTING 2 -SC BACK TO CONTROLLER. RELOCATE EXISTING PEDESTRIAN POLE TO NEW LOCATION AT S. 180TH STA. 10 +24 G6FT RT. (" INSTALL 240 VOLT TYPE 0 SERVICE CABINET AND ASSOCIATED EQUIPMENT. SEE STANDARD PLAN J-3C. CORDINATE POWER HOOK UP WITH POWER COMPANY. O4' INSTALL TYPE 2 TRAFFIC LOOP, SEE STANDARD PLAN J-80. REMOVE TYPE C SERVICE CABINET SAO 1320 AND ASSOCIATED EQUIPMENT. COORDINATE PC'XcR DISCONNECT WITH POWER COMPANY. )^ CONSTRUCT FOUNDATION AND INSTALL RELOCATED PEDESTRIAN POLE AND ASSOCIATED EQUIPMENT AT S. 180TH STA. 10 +24 66FT. RT. _ za CONDUIT LEADS TO BARRIER. a7 INSTALL METAL LIGHT STANDARD AND LUMINAIRE ON CONCRETE BARRIER LIGHT STANDARD SECTION AND FOUNDATION PER STANDARD PLAN C-8b. _ t v1 I -STALL ?AM/!2n 99VA TRaNSFnRMFR FOR SC &DI EQUIPMENT ON CONCRETE PAD. SEE SC &DI DETAIL. TRANSITION CONDUIT FROM GRADE INTO BARRIER. CITY OF RENTON TRAFFIC LOOPS. JUNCTION BOXES. CONDUIT AND WIRE. fill/ I INSTALL METAL LIGHT STANDARD AND LUMINAIRE CN ELBOW. SEE DETAIL ON SHEET E -18 AND STANDARD PLAN J -1b. v REMOVE EXISTING JUNCTION BOX. REMOVE ELBOW SECTIONS FROM CONDUIT. REMOVE FROM EXISTING CONDUIT ONE 2CISH) SPARE AND ONE SC �B REPLACE EXISTING MASTARM WITH NEW 13 F00T MASTARM. SPARE TO CONTROLLER. SPLICE NEW CONDUIT TO EXISTING CONDUIT AND ROUTE AS SHOWN. MAINTAIN ALL BONDING AND GROUNDING. 0 ATTACH CONDUIT FOR SIGN LIGHTING INSTALL SIGN LIGHT(S). SEE DETAIL SHEETS E013-ED15 AND SIGNING PLANS. REMOVE EXISTING INTERCONNECT CABLE FROM JUNCTION BOX TO EXISTING CONTROLLER. ^e TRANSITION CONDUIT FROM BARRIER TO GRADE. I [ CONDUIT. o INSTALL POWER _UPPLY CONDUIT IN t2 INCH STEEL CASING WITH SC &OI STUB OUT POWER SUPPLY CONDUIT f0 JUNCTION BOX SE.ARATE I •. ... { �.Y �- _ -.+ cvrcrtun UNCTIQN BOX AND NEW CCTV •329 AND REPLACE WITH LONGER UNISTRUT TO ACCOMODATE R�.Ww JL EXISTING U*-SMl!T °c T' =cc-. - FROM SC &DI COMMUNICATION CABLE. EXISTING CONDUIT AND NEW CONDUIT FOR SIGN LIGHTS AND M V•329. MAKE NECESSARY SPLICES AND ROUTE NEW CONDUIT AND WIRE FROM JUNCTION BOX TO SIGN LIGHTS. INSTALL SIGN LIGHTS AND SPLICE TO CIRCUIT 3. SEE DETAIL SHEETS ED13 -ED15, SIGNING PLANS, AND INTERCEPT CONDUIT, SPLICE ELBOW SECTIONS TO CONDUIT AND INSTALL JUNCTION BOX. MAINTAIN ALL BONDING AND GROUNDING. SEE STANDARD PLAN J-IIA. AMMENDMENTS TO STANDARD SPECIFICATIONS SECTION 8-21.3(10)A. — - "`,°,' STAT FED.AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION Washington State Deportment of Transportation /PLAW52 /HCK�W93WTL OGN SR 167 84 T AVE. SO. TO SO. GRADY WAY HOV AND SC &O. EN 2 10 (WASH c DESIGNED BY J. DEGPOAT /J. Mt_)RPHY ENTERED BY R. SALLEE 12/2_1/92 12/, -8/92 _ CHECKED BY R. HOLMSTRDM bs NJ"A 93WO47 arc* 2027 317 anecra PROJ. ENGR. J. JOHNSON — CONSTRUCTION NOTES DIST. ADM. R. ANDERSON tOMKT NO. DATE DATE I REVISION BY