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Home My WebLink AboutS-26161320 10 5 0 STAGE 3 20 40 1 AFTER CONSTRUCTION OP MAE WALL AND EMBANKMENT (SY'A 94 +75 LET STA 101 +55), INSTALL SEWER LINE WE STA 139 +30 19; u TREATMENT EASIER Sl( 10 F00 GO GRAPHIC SCALE IN FEET 1 ILVd 1 VMi � YA'l FLA I1 J I ) I, I i s �,�,.. I � � k 3 iIf i q i C AiI \ ANv i Gv T{ f i 9 i 7 f f 71ECD BOOM: I" SUR9EYED:_ -_ __NC, S SURVEY BASE MARL B. RESIGN ENTERED: E A_DO RESIGNED __ __ :HECKED:U.. O BRIE N, W. I\4AFINPP" ,a I OKA,PIOL Dry ILL 'r �\ Wa k \ 'Al d � L { SE= av 94 j2A R 8 t N 0556 E 167 30 Yq t' a s II SII`�oE I� I e f Ix II; RL SEE ROADWAY PLANS GENERAL NOTES STAGE 3 WE 1 AFTER CONSTRUCTION OP MAE WALL AND EMBANKMENT (SY'A 94 +75 LET STA 101 +55), INSTALL SEWER LINE WE STA 139 +30 19; u TREATMENT EASIER Sl( 10 F00 GO A 1 WITHIN CLEAR ZONE, 4 AGE 4 3X 2. POSTED SPEED ON IRON AVENUE TO BE REDUCED TO 30 MPH ADVISORY SPEED. 1 INSTALL SEWER LINE FROM SEWER OUR 6E +90 TO NH R14-09 (SEWER STA 84a09) DURING 140TH ROADWAY SE FAtRWOOD BLVD TO SR 169 CONSTRUCTION LATH 83 +00 TO STA 106+48), STAGE 3 s + AST, OPR O H IF ACE N 1-1. HOMEOWNER IF ACCESS MIDST BE Dl `.ofttIP9LIJ SEE SPE CIAO I'ROVISLON3 SECTION t -10, E DIS SPECIAL IN MR RIS 07 OVER OPERATIONAL CEDAR RATE WATER & SEWER p1 TRIf)T (VICES) LINE AT CONSTA. S IMEN A DTC SPECIAL PROVISIONS. (.vJORf }INAIE PLACING MANM(JI E IT.iU SERVICE WITH S EWER STA 5P L 4 STAGED SEWER CONSIRUCIICIN A"'TJBMFS ROADWAY CONS IRt1CTIDN WILL BEGIN AT SR i6f3 AND PROCEED CRW iO AND KCWTD, OM 0 40UEH. STAGE G t 5 PREPARE AND SUBMIT FOR APPROVAL SHORING FOR EXCAVATION AND REDIRECTING PLANS; ESPECIALLY FOR T INSTALL SEWER LINE FROM MN IRT4 -RA TO MH R14 -015 (SEWER STA 26 +11) SURGE 140TH ROADWAY STAGES 2 AND 3, CONSTRUCTDN (STA 55 +50 TO STA 841 -00), STAGE 5 w STAGED SEWER CONSTRUCTION 2 POT ROLE. EXISTING CRWVD SEWER LINE AT 140TH $TA 45 +11, RT. TO VERIF'I M14 R74 -017 OVERT E.EVA'LON 1 ILVd 1 VMi � YA'l FLA I1 J I ) I, I i s �,�,.. I � � k 3 iIf i q i C AiI \ ANv i Gv T{ f i 9 i 7 f f 71ECD BOOM: I" SUR9EYED:_ -_ __NC, S SURVEY BASE MARL B. RESIGN ENTERED: E A_DO RESIGNED __ __ :HECKED:U.. O BRIE N, W. I\4AFINPP" ,a I OKA,PIOL Dry ILL 'r �\ Wa k \ 'Al d � L { SE= av 94 j2A R 8 t N 0556 E 167 30 Yq t' a s II SII`�oE I� I e f Ix II; RL SEE ROADWAY PLANS ,.m., .,. ,d ,. �,.... ® ..... ... ...... �rt. i,rf Fee 3 - �, , .. 12 ,... ....... .-: ,..,.. �: ...._ ...: e ) Lt {J __...... _ ....._ �' ii .S I ,-, s 'SS zx,T ' SCR Ta 140 31kQ0�"�,...,=.tr, % W SANITARY SEWER O 12+oo"'^^"".,.C..V� RAN 4� ... w . ._,.„..e. 4x... 1 ... ...... .,,._. A., W TL TU, R6GIN CAN[TANY SEINER MN R1 4 -093 . - -___- ____ -- - �) MEND STA 44+61WARY, SEWER SIA -FEBAW^ I (SEE GENERAL NOTE 1) A A = 344 '0&" ( SSTA iTS- Tol :: r4.0m ;4 CAW 34 +4q ' L 22.5 Rr R = 932.41 = 566.09 1 = 292.07 ._ -_..._ _STAVE 8 CsECONSTRUCTION BEADING N01ES1 P 13+8194 9, WES 61 \ LL J l xI T I I1 IO i"T A _ Lt A 4- I � r FED. AID No...... N/Q GENERAL NOTES STAGE 3 a l 1 AFTER CONSTRUCTION OP MAE WALL AND EMBANKMENT (SY'A 94 +75 LET STA 101 +55), INSTALL SEWER LINE g�t 9� FROM MH R14-05 TO SEWER STA 68100. PIPE OCCULTATION TO OCCUR DARING 140TH ROADWAY CONSTRUCTION TREATMENT EASIER 1. SEE SPI GAL PROVISIONS FOR 'TEMPORARY TRAFFIC CONTROL MEASURES FOR SAFETY OF OBSTRUCTIONS (STA 83 +00 10 SIA IONT 48), TAGF 2, 1 WITHIN CLEAR ZONE, I€ AGE 4 2. POSTED SPEED ON IRON AVENUE TO BE REDUCED TO 30 MPH ADVISORY SPEED. 1 INSTALL SEWER LINE FROM SEWER OUR 6E +90 TO NH R14-09 (SEWER STA 84a09) DURING 140TH ROADWAY SE FAtRWOOD BLVD TO SR 169 CONSTRUCTION LATH 83 +00 TO STA 106+48), STAGE 3 MAINTAIN FOR ALL SPREETS AND CONTRACTOR COORDINATE WITH THE SHEETS H IF ACE N 1-1. HOMEOWNER IF ACCESS MIDST BE Dl `.ofttIP9LIJ SEE SPE CIAO I'ROVISLON3 SECTION t -10, E DIS SPECIAL IN MR RIS 07 OVER OPERATIONAL CEDAR RATE WATER & SEWER p1 TRIf)T (VICES) LINE AT CONSTA. S IMEN A DTC SPECIAL PROVISIONS. (.vJORf }INAIE PLACING MANM(JI E IT.iU SERVICE WITH S EWER STA 5P AS1,aV"r�rr„Rr 4 STAGED SEWER CONSIRUCIICIN A"'TJBMFS ROADWAY CONS IRt1CTIDN WILL BEGIN AT SR i6f3 AND PROCEED CRW iO AND KCWTD, OM 40UEH. STAGE G t 5 PREPARE AND SUBMIT FOR APPROVAL SHORING FOR EXCAVATION AND REDIRECTING PLANS; ESPECIALLY FOR T INSTALL SEWER LINE FROM MN IRT4 -RA TO MH R14 -015 (SEWER STA 26 +11) SURGE 140TH ROADWAY STAGES 2 AND 3, CONSTRUCTDN (STA 55 +50 TO STA 841 -00), STAGE 5 STAGED SEWER CONSTRUCTION 2 POT ROLE. EXISTING CRWVD SEWER LINE AT 140TH $TA 45 +11, RT. TO VERIF'I M14 R74 -017 OVERT E.EVA'LON AND TO ESTABLON SEWER LINE GRADE UPSTREAM OF MN R14 015 STAGE 1b STAGE 6 INSTALL SEWER LINE FROM MN R14-018 TO SEWER SO D +50 DURING '140TH ROADWAY CONSTRUCTION 1 CONSTRUCT TEMPORARY CEDAR RIVER TRAIL DETOUR. SL^L PLAN DETAIL Did $F(A"$'l Ki29 AN➢ $PEOIAL PROM &IONS ' (STA 36 +AG TO STA SATED), STAGE 2. i I STAGES! 2 CONSTRUCT MIT R14-017 OVER OPERATIONAL GRADE SEWER LIME SEE SPECIAL PDOVISIONS 00 NOT BREAK i THIS STAGE TO BE ACGOMPLOHED AT NIGHT. CONSTRUCT MH RIO --40A OVER KING COUNTY'S CEDAR RIVER INTO SEWER LINE UNTIL SEWER LINE INSTALLATION IN THE NEXT STAGE IS COMPLETE. • SEWER MAIN BACK CASING ACROSS SR 164 AND INSTAII, SEWER PIPE 3 STAGE Z 2 CONTINUE INSTALLATION OF SEWER LINE 10 M I R14• 05 9 COMPLETE SEWER LINE INSIALARON BE WEFN SEWER STA 22 +50 AND MIT R14-0151 DURING 1407H ROADWAY CONSTRUCTION (STA 96 +I0 TO STA 051 56) STAGY. 3 1 REMOVE EXISTING NEE FROM ROLE MIT Rig 40A AND PLACE MANHOLE IN SERVICE. COORDINATE PLACING f w MANHOLE INTO A RNCE WI ILL KING COUNTY WASTEWATER TREATMENT DIVISION (CASTLE). SEE SPECIAL 2. COORDINATE. PI ACING MM #31R -D1T IN FIX SERVIfF `MTN CRWSO AND 4�:C4YTD- SEE 'SPECIAL PROVISIONS PROVO IONSdy x uz{xiN 0d8'itu,' )PMi%rT1 ii {{ $ '` YP .7JU:Y`'iG'"I1°aCwvdSSN °w.. A ...rtt_ .S - ,.m., .,. ,d ,. �,.... ® ..... ... ...... �rt. i,rf Fee 3 - �, , .. 12 ,... ....... .-: ,..,.. �: ...._ ...: e ) Lt {J __...... _ ....._ �' ii .S I ,-, s 'SS zx,T ' SCR Ta 140 31kQ0�"�,...,=.tr, % W SANITARY SEWER O 12+oo"'^^"".,.C..V� RAN 4� ... w . ._,.„..e. 4x... 1 ... ...... .,,._. A., W TL TU, R6GIN CAN[TANY SEINER MN R1 4 -093 . - -___- ____ -- - �) MEND STA 44+61WARY, SEWER SIA -FEBAW^ I (SEE GENERAL NOTE 1) A A = 344 '0&" ( SSTA iTS- Tol :: r4.0m ;4 CAW 34 +4q ' L 22.5 Rr R = 932.41 = 566.09 1 = 292.07 ._ -_..._ _STAVE 8 CsECONSTRUCTION BEADING N01ES1 P 13+8194 9, WES 61 \ LL J l xI T I I1 IO i"T A _ Lt A 4- I � r FED. AID No...... N/Q 0410 CaNlY DEK 'i.. AL. a l PAM BISSONNETTE, DIRECTOR g�t 9� TREATMENT EASIER OF PROJECT No. TH AVENUE/WAY 140TH o-a��pp��g g 30 SURVEY No, 27--23-5 .21 SE FAtRWOOD BLVD TO SR 169 SHEETS MAINTENANCE DIVISION NO.— SEWER PLAN — STA. 9 +95.24 TO STA. 14+33 S IMEN AS1,aV"r�rr„Rr