Loading...
HomeMy WebLinkAboutS-072110N -"'4 @. 12 EWEF 3 - #6CJ4 N EF MI W - -2�� l - 567 00 \ ivic i I[v J/IJ- /—L -cA. v 1. SE Cr META! L OA DWG 3 • SECTION 12 0 _SCALE :3 /g " =1' -0 30. 5 - -I= 5 e #4 L /Z EWEF 25.5 ••.VARIES - AO -a AX - err � �4RI ES . 30.s- - _ i-SEE cllo / �5 - RIP -RAP SEE E //0 ,=VARIES a \—I F7@ /Q —SECTION 3 .lo , \RILING 411MINUM �RAr1A/C, //g 0 STUD BOLT, 4PCR TYPE AA /3/4 ",1 j/ BEAR /1UCr „ ngNEL WELI)ED TO.1- 5ARS. 3 EQUA L PANELS 14 AJAX BF1DT ZZIPS 6XAN� 6ANlal1P�4L , C-r-ALVAN/ZE D 1 1 1 /6,ct ALUM. F,51 Zx2xY¢L- 4;4M - - — -- -- - - - -- - - - -- AFTFRFARN - \ 4 PER PAIV E L 4 le 4 MESH .06¢NWIRE Q • -�� 9'� @IZ "ofC - \ �— - 34 8R,455 WIRE SCREE-M � a • \� ' o. 10.C; „ a• N dl 61 d N N N en 6 �gsS goLTS �� N N N - -W/ W,4SHER /2 "± % LOGE OF SOCK - 7/FOTECT /ON —_3 - 6 �4 EF' - DETAIL C �\ ` PROVIDE a�nx 55,0E /8„ N I CMP 13RA I�! L /NE 32 — S C A L E• 3 = I- 0 ( SEE MOD�F�G r/O A/ /o I 30 a a = p_ oscatO f ,< s -- O *4 ( -/Z 7- 8 llfi,r� 7 @10 H> 5' -O - ¢@ 1-2 70-5- =G",qAUMC9(7YP), 0 0.. � �4RI ES . 30.s- - _ i-SEE cllo / �5 - RIP -RAP SEE E //0 ,=VARIES a \—I F7@ /Q —SECTION 3 .lo , \RILING 411MINUM �RAr1A/C, //g 0 STUD BOLT, 4PCR TYPE AA /3/4 ",1 j/ BEAR /1UCr „ ngNEL WELI)ED TO.1- 5ARS. 3 EQUA L PANELS 14 AJAX BF1DT ZZIPS 6XAN� 6ANlal1P�4L , C-r-ALVAN/ZE D 1 1 1 /6,ct ALUM. F,51 Zx2xY¢L- 4;4M - - — -- -- - - - -- - - - -- AFTFRFARN - \ 4 PER PAIV E L 4 le 4 MESH .06¢NWIRE Q • -�� 9'� @IZ "ofC - \ �— - 34 8R,455 WIRE SCREE-M � a • \� ' o. 10.C; „ a• N dl 61 d N N N en 6 �gsS goLTS �� N N N - -W/ W,4SHER /2 "± % LOGE OF SOCK - 7/FOTECT /ON —_3 - 6 �4 EF' - DETAIL C �\ ` PROVIDE a�nx 55,0E /8„ N I CMP 13RA I�! L /NE 32 — S C A L E• 3 = I- 0 ( SEE MOD�F�G r/O A/ /o I 30 PROVIOE ARPRnX. 32' OF 12 "CM!' DRAIN LINE -a• - -� STO ARMCO IN L E 7" 28_: i, 3 I 4 �f =.-fh 4 7 ,5A4OOrH COB.6LE5 AV CAPE -EK /.BOTTOM -RIP - RAP ON BANKS. Al IN, m �FOCK D /MENS /ON 4 " + N M I I crc 13/, CL A55 -= 54CKF/L L -TECT /ON M L"A N- /3-0 /Q' -O -10 l3'- SEC * //O 1 SEC O SEC If 30,S i II111 Ill�l \ �o /317CH� '5TV AMICQ IJNJLET - -- - • -•- Ip F - -- 10 r -�- :.a. - /Sm EC 3pEET . , 3 �� , „ _ _.: - SCALE / =1 -0 Z -O SCALE = 3/ I -0 PILE g I �, 5 O �r - 8- �'� 4 &4RS .. EXCAVATIG'�hl GRADE LI�C d% .- -0 X2,0 "2 -O Cpl1NE ISQr � /9 -0 IO_� 23 -a / n 5 � SEE -TlWG- 8 FC'>R P/LF -_ - _i2 �T/QjU I = DRIVING PSErWEEN srA 26 +93 AL) - 6SRS ,� 54-0 rO S rA 274-93 PRIOR To NOTF . ,441 PERT. WW t_ I ¢ KE y ONL y - - - RE /ivF AROuNh FuruRE � ... cn nI s r� uc rI oN nF MAY a PIPC OPNC- t3R/CX 4MORT,�iR PLUIr EXCAYA77ON 6,4AAE GREEK CROSS /Nl SrRUCrURE a' SMOOTH MORTAR SURFACE L! E _SCE 1 N - AWG P� INSIDE � oursloF FACE SECTION Ci T t O N ' A7J7J- 2 6 x 6� I 0 Z- -S,&ET RLM4: SP 4_ - 0 4 = - I T -CY �CO a. e+ ° o 3 4 5 4 7 _ Ch 10 10 10 ; -, I0 V, G.c ~ y o a a „ = ' _ c - . 20 /5' - -O I I 8-O j f2 10 �o,� �V e, -- - - - - /8 'A 3 Ff3 GAL v - t o NAL 11 - - " "o Xr"NELSaJV FA'w HORIZONTAL REINF. SECTION THR-U -- - - s�vrs c /8" TYPI A CORNER 104515 °" CQ L ETAI �O C D L FUTURE PIPE OPENING . E A - B _- 6ffA L 10 �GTATL -30 - - o 10 00PA/G.- W�`RA UG - - - -- sEE �3�io 8 T TO M LAN Src.- sxEET _ �Lra S�4 AS CC1��!`5TRIJ &ED °FSS G ,ST E�����W IN SCALE 318 = I' -0 . SCALE= 1/8 = Y - 0 E ors /Fic,4r/oN ra D r� 4,PCN II, /4G6 AL E� DRAWING NUMBER DESIGNED METROPOLITAN ENGINEERS MUNICIPALITY O F METROPOLITAN S E T T L E FILER 20___2 C RENTON EASTSIDE INTERCEPTOR -SECTION 4 I O DRAWN /CGS BROWN AND CALDWELL CAREY AND KRAMER �%Cj, SYSTEM MAY CREEK CROSSING STRUCTURE SUBMITTED RECOMMENDED - APPRDVED r PPROVED APPROVED SCALE SHEET NUMBER CHECKEDAGC HILL AND INGMAN R W. BECK AND ASSOCIATES AS NOTED oArE�1UNE,�963 Lmm� Design Engineer - Metropolitan Engineers Project Engineer - etropolrton En eers Chief Engineer - Metr lit Engineers For Metropolitan Engineers For Municipality of Metropolitan Seattle 10 OF— CHECKED 11 a a = V(44� /0 O R #*e7@ /O 6 #4 @ /2~"r €5 EF 7(? /a 4 @lzr�13 HAUNCH e e a . o w 4- PROVIOE ARPRnX. 32' OF 12 "CM!' DRAIN LINE -a• - -� STO ARMCO IN L E 7" 28_: i, 3 I 4 �f =.-fh 4 7 ,5A4OOrH COB.6LE5 AV CAPE -EK /.BOTTOM -RIP - RAP ON BANKS. Al IN, m �FOCK D /MENS /ON 4 " + N M I I crc 13/, CL A55 -= 54CKF/L L -TECT /ON M L"A N- /3-0 /Q' -O -10 l3'- SEC * //O 1 SEC O SEC If 30,S i II111 Ill�l \ �o /317CH� '5TV AMICQ IJNJLET - -- - • -•- Ip F - -- 10 r -�- :.a. - /Sm EC 3pEET . , 3 �� , „ _ _.: - SCALE / =1 -0 Z -O SCALE = 3/ I -0 PILE g I �, 5 O �r - 8- �'� 4 &4RS .. EXCAVATIG'�hl GRADE LI�C d% .- -0 X2,0 "2 -O Cpl1NE ISQr � /9 -0 IO_� 23 -a / n 5 � SEE -TlWG- 8 FC'>R P/LF -_ - _i2 �T/QjU I = DRIVING PSErWEEN srA 26 +93 AL) - 6SRS ,� 54-0 rO S rA 274-93 PRIOR To NOTF . ,441 PERT. WW t_ I ¢ KE y ONL y - - - RE /ivF AROuNh FuruRE � ... cn nI s r� uc rI oN nF MAY a PIPC OPNC- t3R/CX 4MORT,�iR PLUIr EXCAYA77ON 6,4AAE GREEK CROSS /Nl SrRUCrURE a' SMOOTH MORTAR SURFACE L! E _SCE 1 N - AWG P� INSIDE � oursloF FACE SECTION Ci T t O N ' A7J7J- 2 6 x 6� I 0 Z- -S,&ET RLM4: SP 4_ - 0 4 = - I T -CY �CO a. e+ ° o 3 4 5 4 7 _ Ch 10 10 10 ; -, I0 V, G.c ~ y o a a „ = ' _ c - . 20 /5' - -O I I 8-O j f2 10 �o,� �V e, -- - - - - /8 'A 3 Ff3 GAL v - t o NAL 11 - - " "o Xr"NELSaJV FA'w HORIZONTAL REINF. SECTION THR-U -- - - s�vrs c /8" TYPI A CORNER 104515 °" CQ L ETAI �O C D L FUTURE PIPE OPENING . E A - B _- 6ffA L 10 �GTATL -30 - - o 10 00PA/G.- W�`RA UG - - - -- sEE �3�io 8 T TO M LAN Src.- sxEET _ �Lra S�4 AS CC1��!`5TRIJ &ED °FSS G ,ST E�����W IN SCALE 318 = I' -0 . SCALE= 1/8 = Y - 0 E ors /Fic,4r/oN ra D r� 4,PCN II, /4G6 AL E� DRAWING NUMBER DESIGNED METROPOLITAN ENGINEERS MUNICIPALITY O F METROPOLITAN S E T T L E FILER 20___2 C RENTON EASTSIDE INTERCEPTOR -SECTION 4 I O DRAWN /CGS BROWN AND CALDWELL CAREY AND KRAMER �%Cj, SYSTEM MAY CREEK CROSSING STRUCTURE SUBMITTED RECOMMENDED - APPRDVED r PPROVED APPROVED SCALE SHEET NUMBER CHECKEDAGC HILL AND INGMAN R W. BECK AND ASSOCIATES AS NOTED oArE�1UNE,�963 Lmm� Design Engineer - Metropolitan Engineers Project Engineer - etropolrton En eers Chief Engineer - Metr lit Engineers For Metropolitan Engineers For Municipality of Metropolitan Seattle 10 OF— CHECKED 11