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HomeMy WebLinkAboutD-269034s1 2" [ 1][2][3] [ 4][ 14][ 20] 58 OPA. 0 0" MAX = 29'-114" 2,-011 LIMITS OF 9" x 318" PVC WATEPSHP, 5EE PET AI L 211 [ 1][2][3] [ 4][ 14][ 20] .T 0" MAX = 20' -8' FOP TYPICAL 5A5E EXPAN510N, SEE PETAL SHEET RW -5 w 4" 11 112 11 711 mss' . .. , ....�.,.,.,.....,."_.._,._, .,w,.,..,.,." w 2" [15] #425PA 2" zzryd C C 10" MAX w o [ 18] *4 Lu DOO 19 [ ] #4 PRI LL 515" .0' x 7" fie a_ I i PEEP HOLE, SET I I P>AP IN TYPE IV 1 511 EXPDXY PE51N L. I I � I I EXIST I NG EX15T I NG I 1 8APP1 EP RETAINING WALL w- I I � CAP DETAIL - SECTION A FILE NAME C:\WorklProjectV 2" [ 3][ 4][ 5] 3:14:37 PM DATE 8119/2010 95PA09 " MAX = dlo DESIGNED BY J. MENARD ENTERED BY D. TELLERS CHECKED BY R. BHARIL PROJ. ENGR. L. HODGSON REGIONAL ADM. D. DYE uj Luu p I PPI LL 515" x 711 PEEP i�-. Lu BAP IN TYPE IV 1 EXPDXY RE51 N I 3" CLP. I ° I EXISTING 1 �t CS 24" 0 PILE -1- >< J Lu L--► Lu L 2" [ 1][2][3] [ 4][ 14][ 20] 58 OPA. 0 0" MAX = 29'-114" 2,-011 LIMITS OF 9" x 318" PVC WATEPSHP, 5EE PET AI L 211 [ 1][2][3] [ 4][ 14][ 20] .T 0" MAX = 20' -8' FOP TYPICAL 5A5E EXPAN510N, SEE PETAL SHEET RW -5 w 4" 11 112 11 711 mss' . .. , ....�.,.,.,.....,."_.._,._, .,w,.,..,.,." w 2" [15] #425PA 2" zzryd C C 10" MAX w o [ 18] *4 Lu DOO 19 [ ] #4 PRI LL 515" .0' x 7" fie a_ I i PEEP HOLE, SET I I P>AP IN TYPE IV 1 511 EXPDXY PE51N L. I I � I I EXIST I NG EX15T I NG I 1 8APP1 EP RETAINING WALL w- I I � CAP DETAIL - SECTION A FILE NAME C:\WorklProjectV TIME 3:14:37 PM DATE 8119/2010 PLOTTED BY dlo DESIGNED BY J. MENARD ENTERED BY D. TELLERS CHECKED BY R. BHARIL PROJ. ENGR. L. HODGSON REGIONAL ADM. D. DYE uj Luu p I PPI LL 515" x 711 PEEP HOLE, 5ET 1 BAP IN TYPE IV 1 EXPDXY RE51 N I 3" CLP. I I EXISTING 1 24" 0 PILE -1- • p D p p p p• ,p � ,p 2" [ 1][2][3] [ 4][ 14][ 20] 58 OPA. 0 0" MAX = 29'-114" 2,-011 LIMITS OF 9" x 318" PVC WATEPSHP, 5EE PET AI L 211 [ 1][2][3] [ 4][ 14][ 20] .T 0" MAX = 20' -8' FOP TYPICAL 5A5E EXPAN510N, SEE PETAL SHEET RW -5 w 4" 11 112 11 711 mss' . .. , ....�.,.,.,.....,."_.._,._, .,w,.,..,.,." w 2" [15] #425PA 2" zzryd C C 10" MAX w o [ 18] *4 Lu DOO 19 [ ] #4 PRI LL 515" .0' x 7" fie a_ I i PEEP HOLE, SET I I P>AP IN TYPE IV 1 511 EXPDXY PE51N L. I I � I I EXIST I NG EX15T I NG I 1 8APP1 EP RETAINING WALL w- I I � CAP DETAIL - SECTION A FILE NAME C:\WorklProjectV TIME 3:14:37 PM DATE 8119/2010 PLOTTED BY dlo DESIGNED BY J. MENARD ENTERED BY D. TELLERS CHECKED BY R. BHARIL PROJ. ENGR. L. HODGSON REGIONAL ADM. D. DYE iBTJV00021dms022691BTJV0002 DE RW 405- AB.dan AS -BUILT NDC 9 - P1 WALL REVISION u z L � L. Lu Q � wo uj Luu p I PPI LL 515" x 711 PEEP HOLE, 5ET 1 BAP IN TYPE IV 1 EXPDXY RE51 N I 3" CLP. I I EXISTING 1 24" 0 PILE -1- 5EGT ION WITH FOOTING 13LOCK -OUT PARTIAL PEVELOPEO ELEVATION 21011 [ 115] *4 2 SPA '') lL'� 8, / ^ 1 1- /( 11 VAR. 711 V API E5 _ , 211 CONT W/ M IN. F- 11-ll ri GPI I rr r 4�1 U A 5] *4 [15] *4 CONT W/ MIN. 11_11 SPLICE L ,K,"J ''' `"r" t EXISTING I I 1 5APP1 EP I I � i iA CAP DETAIL - SECTION B REGION STATE NO. 10 WASI JOB NUMBER 7/6/10 MS CONTRACT NO. 7/8109 RB C -7295 DATE BY FED.AID PROJ.NO. LOCATION NO. ILU � _ r �► Of S ti ss'(ONAL DATE P.E. STAMP BOX EX15T I NG BAPP1 ER �` of wAsy� y� it c� 8[5] *5 CONT. W/ 2' -0" MIN. 5PL1 CE 5EE CONSTPUCT ION JOINT PET AI L (T YP.) UNREI NFOPCEP CONCRETE PLUG " EXISTING PET. WALL 211 SEE DETAIL FOR CONNECTION TO EXISTING RETAINING WALL It CJ N J �C U Lu NINA Amok Washington State Department of Transportation Corridor Program D- 269034 s , SHEET OF SHEETS