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HomeMy WebLinkAboutzS-2029Setctwnz Inrvis fniNr L1b9'JrAgl£ ' nav t>t�vtPrtc�v no7Trnnc �rrnc - 3 ------- - - - - -' --- --- - - - - -' 190089.0096 ------ - - - - -- 1667822.5174 - 203.3 - - CTRL. PT. 4 189932.2208 1667895.3668 208.7 CTRL. PT. 5 189900.5606 1667941.3882 208.7 CTRL. PT. 6 189769.2624 1668033.4761 1 213.1 CTRL. PT. 7 189679.2142 1668146.2932 217.8 CTRL. PT. 8 189633.5081 1668170.6739 219.4 CTRL. PT. 9 189588.6158 1668187.7602 221.5 CTRL. PT. 10 189552.3332 1668196.1470 223.4 CTRL. PT. II 189495.1903 1668208.4032 226.5 CTRL. PT. 12 189404.3242 1668227.5370 228.9 CTRL. PT. 13 189273.3871 1668258.5626 238.2 CTRL. MON. 14 189156.3890 1668296.3049 239.5 CTRL MON. 15 189129.9409 1668352.2606 241.3 CTRL. MON. 16 189115.5054 1668431.2386 245.7 CTRL. MON. 17 189056.8920 1668526.4503 246.6 CTRL. MON. 18 189008.0114 1668555.0021 249.1 CTRL MON. 19 188935.5024 1668581.6386 252.5 CTRL. MON. 20 188859.3838 1668616.3251 255.3 CTRL. MON. 21 188763.3816 1668669.5601 260.4 CTRL. MON. 22 188705.9211 1668734.8690 265.0 CTRL. MON. 23 188698.4029 1668844.1649 268.2 CTRL. MON. 24 188667.2222 1668977.8772 272.8 CTRL. MON. 25 188488.6328 1669144.1250 279.7 CTRL. MON. 26 188457.0810 1669207.7740 286.5 CTRL. MON. 27 188360.5340 1669224.5851 286.2 CTRL. MON. 28 188257.6587 1669248.0561 292.6 CTRL. MON. 29 188209.2675 1669290.2998 298.2 CTRL. MON. 30 188171.1150 1669319.9003 297.7 CTRL. MON. 31 188099.0893 1669458.3638 298.7 CTRL. MON. 32 188018.4132 1669542.5688 301.9 CTRL. MON. 33 187953.8485 1669578.4477 303.3 CTRL. MON. 34 187918.4918 1669594.5206 306.8 CTRL. MON. 35 I 187889.7604 1669631.9543 308.7 CTRL. MON. 36 187850.9386 1669683.1157 310.6 CTRL. MON. 37 187809.6571 1669728.3199 312.3 CTRL. MON. 38 187707.0823 1669784.9926 - - 39 187673.2611 1669843.2604 - - 40 187653.6807 1669920.3005 - - 41 187.656.5229 1670032.7601 - - 42 187628.3101 1670076.2594 - - 43 187608.1983 1670134.6730 - - ISUIMITT11 WARNING 0 �2 .PROJECT ENGINEER R. C. E. !O. OATS IF THIS BAR DOES NOT MEASURE I' THEN DRAWING IS MONTGOMERY WATSON P - E.Nc. DATE NOT TO SCALE. Q, Jw IMP/ ST NIRT. NO. 17 peg PT. NO =PT. NO. 21 PT. NO. 22 a' PT. N0. 23 PT. N . 24 _ = PT. N0. 25 PT. NO. 26 PT. NO. 27 - .Sr rearlrr sr _ _ Q .ss re�mo sr�� 1 K c s� ream sr -- ....._- .... _..... . -. y- -_ :•1 . : ... .. - - --- -- .. - - - --- ' - ........... _... _ ... s- W` a; c€ ; i n t -_......................... /.f _ .... .............. ... .............. .................. ....._........ _ ........ __....._ _ A = t i _ , !3 - t € : l; PT. N0. 4141 ! PT NO 43 PT. N0.3 _ .. _ :€ - O� -- ( PT. N0.4 - --�./ PT. NO.5 SCALE. 1' = 200' q PT. NO. 6 - �l _ PT. NO. 7 SEE ORIGINAL CONTRACT DRAWINGS W W P- 2 2 - 2 0 2 9 AND CONTROL POINTS FOR SEAL AND SIGNATURES _ ^ w��� 9-24-93 PT. N0. 9 DESIGNED: DATE: 593 PT. NO. 10 - ( PT. N0. D RECORD DRAWING I DPA JEB 9 -24 -93 CHECKED: SCALE: AS NOTED FIELD eooA: PAGE. N0, REVISION ( BY APPR. DATE SHEET: G -3 OF: PT. N0. 13', PT. NO. 14 PTA N0.15 Q, Jw IMP/ ST NIRT. NO. 17 peg PT. NO =PT. NO. 21 PT. NO. 22 a' PT. N0. 23 PT. N . 24 _ = PT. N0. 25 PT. NO. 26 PT. NO. 27 - .Sr rearlrr sr _ _ Q .ss re�mo sr�� 1 K c s� ream sr -- ....._- .... _..... . -. y- -_ :•1 . : ... .. - - --- -- .. - - - --- ' - ........... _... _ ... s- W` a; c€ ; i n t -_......................... /.f _ .... .............. ... .............. .................. ....._........ _ ........ __....._ _ A = t i _ , !3 - � l; PT. N0. 4141 PT NO 43 _ .. f - O� - ........ _•...- ...__..._. _ . ....... .. . . - - - - -- ---- - ------ CITY OF RENTON RECORD DRAWING DEPARTMENT OF PUBLIC WORKS HONEY CREEK INTERIM REPAIRS SHEET LOCATION IJAP SEE ORIGINAL CONTRACT DRAWINGS W W P- 2 2 - 2 0 2 9 AND CONTROL POINTS FOR SEAL AND SIGNATURES ^ w��� 9-24-93 I DESIGNED: DATE: 593 FILE NAME: ( DRAWN: D RECORD DRAWING I DPA JEB 9 -24 -93 CHECKED: SCALE: AS NOTED FIELD eooA: PAGE. N0, REVISION ( BY APPR. DATE SHEET: G -3 OF: = AREA A BID SCHEDULE A - AC�c A CULVERT W/ CATCH BASIN do SIM. 'a ` : _/' %.r.rv�...�✓'✓. #;- ".,�^^��.�v - \- �� -' y 200 i+ r .,�..�v.�. �. -� ,. �.s� -� `\ TOP OINGS - ,...._..- ...7OPSO L t elf PLANTINGS p RVEY LINE A _ -�: v�i►� LEJ Lm -^' t , r r .mot' �...- INI �x r _ ........ _ ................. _ - -- = ' f - c , ff` j. _ g RAISE ROAD C-17 GRADE (12' WIDTH) PI" f = SHEET 'NOTES: AREA A NOTES: 1. SEE SHEET G -2 FOR GENERAL NOTES /D RAISE ROAD GRADE 3 FT (APPROX) STA 2 +15 TO STA 3 +45 2. SEE SHEET G -3 FOR SURVEY CONTROL POINTS. 0 INSTALL TYPE I CATCH BASIN (STA 2 +54) RC E� O3 INSTALL 15 "CPEP CULVERT (20 LF) PLANTING NOTES _ O4 INSTALL 6" DRAIN PIPE (1 /7 LF) SOURCE AREA FOR PLANT CUTTINGS EXTENDS 6 "- 8 "QUARRY SPALLS (AT OUTLET DOWNSTREAM FROM N.E. 27TH ST ALONG HONEY CREEK. - 3 TONS) SwX29 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS HONEY CREEK INTERIM REPAIRS RECORD DRAWING REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS �(�/ P, PLAN IMPROVEMENTS SUEMITTED W RNING SEE ORIGINAL CONTRACT DRAWINGS W r� P - 22 - 2O L J STA. 0 +00 TO STA. 3 +00 0 '/z I FOR SEAL AND SIGNATURES DESIGNED: DATE: 5/93 LE NAME: PROJECT ENGINEER R. GE. \^ —DATE 9- 2/� -93 ?LAN REVIEW DATE - IF THIS BAR DOES J G°"I J DRAWN: NOT MEASURE I' . D RECORD npAyyiNG DPA JEB 9 -25 -53 cHECtiEO: scnLe: AS NOTED viE�o BOOK: PaGE: THEN DRAWING IS R'ASTEWA TER t1TiLITY DATE MONTGOMERY WATSON RC.E - NO. DATE NOT TO SCALE. N0. � REVISION BY APPR. I LATE SHEET: C-I OF: AREA A AREA B :: AREA C BID SCHEDULE A BID SCHEDUL BID SCHEDULE A—s =. - r >`C v 8 RAISE ROAD A ROCK LINED \ ` \ 5 '�` �� GRADE (l2' WIDTH) C -1 9 DITCH 3 o 4 EXISTING l2 "DR,4IN LINE `� + 4 SCAL: 1%10' - tt y Al 4 Lu .—. _ _— — tea- —— -— —- — —— — — — —— — —— — — - — _— - ��'4jY. -� :mot [� `t.. `_ `,'. ✓" �� - \` EE: Hu I x - - - — — — — — — —. - -'� --_' g ............. .._....... .._. _ ._....._. HONEIV tu t]Li "D V .!� '` y . c. i i r••' .! j Lli I — fr Q. . ' = t ~s • STREAMSIDE ROCKERY (4' HEIGHT) 4 A BRIDGE NO.1 C —l4 ABUTMENT REPAIR B RAISE ROAD C -17 GRADE (12' WIDTH) AREA A NOTES: AREA B NOTES : SHEET NOTES' O RAISE ROAD GRADE 3 FT (APPROX) 1 BRIDGE ABUTMENT REPAIR AREA C NOTES STA 2 +15 TO STA 3 #5 O !. SEE SHEET G -2 FOR GENERAL NOTES f RAISE ROAD GRADE 2 CONSTRUCT ROCK WEIR 2 (SEE SHT C —!) 6"— 2 "TO 4 "QUARRY SPALLS AND 3 C— 4' STREAMSIDE ROCKERY 6"— 1 2. SEE SHEET G -3 FOR SURVEY CONTROL POINTS. %4" BASE COURSE S 3 2 (SEE SHT C -3) 4 INSTALL 6 "DRAIN PIPE (l17 LF) A 3 6" -8" OUARRY SPALLS (EXPOSE EXIST INLET - 2 TONS) 4 ROCK LINED DITCH PLANTING NOTES: S�2029 5 (SEE SHT C -3) P LIVESTACK (RED -OSIER Q2GWOOD AND WILLOW). 6 (SEE SHT C -3) 7 (SEE SHT C -3) TOPSOIL AND PLANTINGS RD 8 C -3J 9 REMOVE EXIST 12" CULVERT (6 LF INSTALL NEW CULVERT (20 LF) Ro CITY OF RENTON DEPARTMENT OF PUBLIC WORKS A HONEY CREEK INTERIM REPAIRS RECORD DRAWING REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS PLAN IMPROVEMENTS SEE ORIGINAL CONTRACT DRAWINGS WWP -22 -2029 STA.3 +00 TO STA.5 +80 SUBMITTED SEE FOR SEAL AND SIGNATURES O V2 I DESIGNED: DATE, 5/93 FILE NAME: PROJECT ENGINEER R. C_ E- NU. DATE 9-24-93 PLAN RENEW DATE THIS BAR DOES DRAWN: NOT MEASURE I' SCALE: AS NOTED FIELD BOOK: PAGE. THEN DRAWING IS WASTEWATER UTILITY DATE RD RECORD DRAWING DPA JEB 9 -24 -53 CHECKED: MONTGOMERY WATSON R. C. ENO. DATE NOT TO SCALE. NO. I REVISION BY APPR. DATE SHEET: C-2 OF [I [ f ( f I Al I I I Al 1 [A I I I I I Z I I ]A ! ''� 25 0 ROADSIDE ROCK::: (J' HEIGNTf AREA C BID SCHEDULE A (j) ZE REEKM5 sz -ml� IN ------ -- -- z� ROCK LINED Ic-191 DITCH SHEET NOTES.* /. SEE SHEET G-2 FOR GENERAL NOTES. 2. SEE SHEET G-3 FOR SURVEY CONTROL POINTS. WARNING 0 V2 1 R. C. E. NO. DATE: IF THIS BAR DOES NOT MEASURE 1 THEN DRAWING 1; R. '. E. NO. DATE NOT TO SCALE. CULVERT W/ AREA C NOTES. C ROCKERY CATCH BASIN (D RAISE ROAD GRADE AREA D INSTALL DIPPED WATER CROSSING BID SCHEDULE A STA 445 TO STA 6-83 QJ STA 6+83 Cr- '24 (5% 6" -1 %q" BASE COURSE (D RAISE ROAD GRADE 7 GRADE TURN-AROUND AREA (SIM TO RAISE ROAD GRADE) '21 EY r B 1 RAISE [LLTJ GRADE (12' WIDTH) .z D DIPPED WATER ov/ C-1 7 CROSSING xx RAISE ROAD GRADE (12' WIDTH) AREA C NOTES. C ROCKERY AREA D NOTES. (D RAISE ROAD GRADE AREA D INSTALL DIPPED WATER CROSSING BID SCHEDULE A STA 445 TO STA 6-83 STA 6+83 Cr- '24 '21 EY r B 1 RAISE [LLTJ GRADE (12' WIDTH) .z D DIPPED WATER ov/ C-1 7 CROSSING xx RAISE ROAD GRADE (12' WIDTH) ND DIPPED WATER C-17 CROSSING AREA E BID SCHEDULE A 'b % 9� —911,10 12 f f AREA C NOTES. C ROCKERY AREA D NOTES. (D RAISE ROAD GRADE (D INSTALL DIPPED WATER CROSSING STA 445 TO STA 6-83 STA 6+83 6" - 2" TO 4" QUARRY SPALLS AND (10' WIDTH) 6" -1 %q" BASE COURSE (D RAISE ROAD GRADE 7 GRADE TURN-AROUND AREA (SIM TO RAISE ROAD GRADE) STA 6+63 TO STA 8W5 6" - IY4" BASE COURSE STA 6-00t TO STA 6-70.t (30 FT FROM ROAD P) 8 8 (SEE SHT C-4) 9 6' - 2" TO 4" QUARRY SPALLS AND 3 INSTALL TYPE / CATCH BASIN 6" - IY4" BASE COURSE 3 3 (SEE SHT C-2) 4 INSTALL 15"CPEP CULVERT (20 LF) CITY OF RENTON A\ 4 ROCK LINED DITCH N ED ORAISE CLEANOUT MANHOLE TO FINISHED GRADE 6 6" TO 8" QUARRY SPALLS (AT INLET AND OUTLET STA 6*03t STA.L5+80 TO STA.N8+80 - 3 TONS EACH SIDE) 6 J'ROADSIDE ROCKERY (LOCATION AS SHOWN) .... ...... DATE; 5/93 7 EXTEND ROCKERY DRAIN LINE TO CREEK IPA JEB (INCIDENTAL TO ROADSIDE ROCKERY) SCALE: FII B—z 'aG SHEET! C-3 OF: /RD\ O6" - 8" QUARRY SPALLS (AT OUTLET - 3 TONS) (SEE SHT C-2) PLANTING NOTES.' RECORD DRAWING REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS TOPSOIL AND PLANTINGS SEE ORIGINAL CONTRACT DRAWINGS FOR SEAL AND SIGNATURES 9-24-93 PLAN WASTEWATER REVIEW DATE DATE NO. RECORD DRAWING REViSl ND DIPPED WATER C-17 CROSSING AREA E BID SCHEDULE A 'b % 9� —911,10 12 f f I —Q 4y Cb -"y Q1 co AREA E NOTES.7 C ROCKERY INSTALL DIPPED WATER CROSSING -171 (8' HEIGHT) STA 8+15 O6"- F A-1 ROADWAY -4 TONS CUT INTO SIDE SLOPE) RECONSTRt STA 8+45 TO STA 9+05 (10' WIDTH) I —Q 4y Cb -"y Q1 co AREA E NOTES.7 (D INSTALL DIPPED WATER CROSSING STA 8+15 O6"- 8"QUARRY SPALLS (EAST SIDE OF ROADWAY -4 TONS CUT INTO SIDE SLOPE) ROADWAY RECONSTRUCTION STA 8+45 TO STA 9+05 (SEE SHT C-4) (SEE SHT C-4) 6 (SEE SHT C-4) 7 8' STREAUSIDE ROCKERY (4'-+ WEST OF SURVEY LINE) STA 8+45 TO STA 9+05 8 8 (SEE SHT C-4) 9 (SEE SHT C-4) (SEE SHT C-4) (SEE SHT C-4) LIGHT LOOSE RIPRAP (AT END OF ROCKERY 3 TONS) CITY OF RENTON DEPARTMENT OF PUBLIC WORKS HONEY CREEK INTERIM REPAIRS WWP-22-2029 IMPROVEME PAN TS STA.L5+80 TO STA.N8+80 DESIGNED: DRAWN: DATE; 5/93 FILE NAM IPA JEB 9-24-11 SCALE: FII B—z 'aG SHEET! C-3 OF: ).N BY APPR. DATE ROADWAY 0 00 M IQ U W W ti h J z z; WARNING 0 %z 1 R. C. E. NO. DATE IF THIS BAR DOES NOT MEASURE I' THEN DRAWING S R. C. E. NO. DATE NOT TO SCALE. SHEET NOTES: 1. SEE SHEET G -2 FOR GENERAL NOTES 2. SEE SHEET G -3 FOR SURVEY CONTROL POINTS AS -2029 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS HONEY CREEK INTERIM REPAIRS PLAN O "� 8WWP -22 -2029 s +80 T STA. 11+80 DESIGNED: DATE: 55/93 FILE NAME: DRAWN: DPA JEB 9 -24 -93 CHECKED: SCALE: AS NOTED FIELD BOOR: PAGEe BY APPR. DATE SHEET: C -4 OF: - AREA E NOTES: AREA F NOTES: O(SEE SHT C -3) O RAISE ROAD GRADE 2 (NOT USED) OZ O STA 10 +26 TO STA 11+82 6 "- 1%4" BASE COURSE 3 ROADWAY RECONSTRUCTION 2 O 8' STREAMSIDE ROCKERY 3 STA 8+45 TO STA 9+05 STA 10+65 TO STA 11 +35 (10'+ WEST OF SURVEY LINE) O SHORTEN EXIST CULVERT (12" CMP AS REO'D TO MATCH STREAM BANK) O REPAIR GABIONS (STRAIGHTEN THE WIRE CAGE S STA 8 +99 (INCIDENTAL TO OTHER WORK) REPLACE ROCK AND REWIRE WHERE DAMAGED \ y 41 STA 11 +55 TO STA 11 +82) Leo REPAIR GABIONS (STRAIGHTEN THE WIRE CAGES REPLACE ROCK AND REWIRE WHERE DAMAGED 4 (SEE SHT C -5) STA 9 +56 TO STA 10+08) jELi - - -- f(lD Vx 5 CLEAN EXIST CULVERT O ROADWAY RECONSTRUCTION CUT OR EXTEND END TO MATCH W/ ROCKERY STA 9+45 TO STA- 10 +26 -(10' WIDTH) HONEY CREEI -` 6 (SEE SHT G 4) 7O 8' STREAMSIDE ROCKERY (5'± WEST OF SURVEY LINE) STA 9+45 TO STA 10 +26 7 (SEE SHT C -4) 8 INSTALL ROCK GROINS (2 PLACES) 8 (SEE SHT C -4) 9 PLACE DEFLECTOR LOG (W/ ROOT WAD ATTACHED) 9 (SEE SHT C-4) 10 PLACE BOULDER (4 -5 MAN ROCK (IMPORTED) /p (SEE SHT C -4) 11 RAISE CLEANOUT TO GRADE 11 LIGHT LOOSE RIPRAP (AT END OF ROCKERY — 3 TONS) !2 LIGHT LOOSE RIPRAP (AT END OF ROCKERY — 3 TONS) l3 CLEAN EXIST CULVERT PLAN WASTEWATER REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS REVEW DATE UTILITY DATE D RECORD DRAWING NO_ I REVISION SHEET NOTES: 1. SEE SHEET G -2 FOR GENERAL NOTES 2. SEE SHEET G -3 FOR SURVEY CONTROL POINTS AS -2029 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS HONEY CREEK INTERIM REPAIRS PLAN O "� 8WWP -22 -2029 s +80 T STA. 11+80 DESIGNED: DATE: 55/93 FILE NAME: DRAWN: DPA JEB 9 -24 -93 CHECKED: SCALE: AS NOTED FIELD BOOR: PAGEe BY APPR. DATE SHEET: C -4 OF: - y OZ O � W 3 CID \ y 41 Leo jELi - - -- f(lD EXIST l2" SS -- --- --.-_` - HONEY CREEI -` SHEET NOTES: 1. SEE SHEET G -2 FOR GENERAL NOTES 2. SEE SHEET G -3 FOR SURVEY CONTROL POINTS AS -2029 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS HONEY CREEK INTERIM REPAIRS PLAN O "� 8WWP -22 -2029 s +80 T STA. 11+80 DESIGNED: DATE: 55/93 FILE NAME: DRAWN: DPA JEB 9 -24 -93 CHECKED: SCALE: AS NOTED FIELD BOOR: PAGEe BY APPR. DATE SHEET: C -4 OF: - ROADSIDE B RAISE ROCKERY LLM ROAD GRADE LLM (3' HEIGHT) (SIM,) AREA` H Y' �.?+ ;� AREA I AREA J - J BID SCHEDULE A r`cv y BID SCHEDULE A ` \ W BID SCHEDULE a4 rA I ROADWAY �\ \ M JC471 RECONSTRUCTION ' g - (NATCH EXIST. WIDTH) SCALE: D DIPPED - _ _ _ Z? C -17 WATER `9 ., _ _ �,t _t - ; _ "l (p � _ CROSSING ------ - - - - -- - - - -�C- - - - -- -- Zlz SS - ^._r • i`'; l -_ :'...� Imo" _ - _ ` �.'� -4r_ - Y-'-�C 4 ` sy- + y� r EXIST•I �. Z Lu - p \ n C SIM. Ecicie _ - �'_ - - - - - -- - ra � 7 _ 7 \ STREAMSIDE Y � ` -- r ROCKERY — A ROADWAY LL -M (8` HEIGHT) - -- -.y _ _ C -/7 RECONSTRUCTION W/ OFFSET y / ' (19 WIDTH) \ 4 _ : 3 4 C ROCK GROIN � } (3 PLACES) %`' -' SHEET NOTES: AREA H NOTES AREA I NOTES AREA J NOTES: 1. SEE SHEET G-2 FOR GENERAL NOTES O ROADWAY O ROADWAY RECONSTRUCTION TREES. I. STA TO ST +55 SAVE TREES FOR FISHERIES ENHANCEMENT) STA 17 *09± (INCIDENTAL TO OTHER WORK) 2. SEE SHEET G -3 FOR SURVEY CONTROL POINTS O INSTALL TYPE f CATCH BASIN (2 EA) O 8' STREAMSIDE ROCKERY (8'± WEST OF SURVEY LINE) STA 14 +80 STA 15 *88 TO STA 16 +55 2 (SEE SHT C -7) AND AT CENTER OF TURN - AROUND STA 15 +30± 3 PLACE DEFLECTOR LOG 3 PLACE BOULDER 0 EA) OINSTALL 6" DRAIN PIPE ( /l0 LF) 4 PLACE ROCK GROIN 4 PLACE DEFLECTOR LOG OGRADE /REBUILD TURN - AROUND 5 LIGHT LOOSE RIPRAP (AT END OF ROCKERY 5 (SEE SHT C -7) (SIM TO RAISE ROAD GRADE, SEE DETAIL B/C -17) - 3 TONS) O(SEE SHT C -7) DIPPED WATER CROSSING 6 STA 14 +80 6 INSTALL 15 "CPEP CULVERT (20 LF) 7 6" - 8" allARRY SPALLS (AT INLET AND OUTLET 8 8 3 TONS EACH SIDE) 029- 3' ROADSIDE ROCKERY (LOCATION AS SHOWN) EXTEND ROCKERY DRAIN LINE TO CREEK (INCIDENTAL TO OTHER WORK) t 0 (SEE SHT C -5) CITY OF RENTON DEPARTMENT OF PUBLIC WORKS HONEY CREEK INTERIM REPAIRS REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS PLAN IMPROVEMENTS WWP -22 -2029 STA.14 +60 TO STA.17 +60 WARNING 0 �2 I DESIGNED: DATE: 55/93. FILE NAME: VEER R. C. E. N'Q. DATE i PLAN P,EVIEW DATE DRAWN: IF THIS BAR DOES NOT MEASURE I' DATE RD RECORD DRAWING DPA JEB 9 -24 -93 CHECKED: SCALE: A NOTED FIELD BOOK: PAGE. THEN DRAWING IS WASTEWATER DPLITY WATSON ft. C. E. N0. DA E NOT TO SCALE. N0. REVISION BY APPR. DATE SHEET: C-6 OF: - f'UGET SOUND POWER & LIG/Yr TRANSMISSION EASEMENT ° AREA J = AREA K BID SCHEDULE;A BID SCHEDULE B ROADWAY r A7 ROADWAY Y Cd7 RECONSTRUCTION = C -tl RECONSTRUCTION `•; ; (lO' WIDTH) (ll' WIDTH) -a IV 4 SCALE: /' -10' LIAM C15 � ar = , -�lbr 1p _ , _ r= 4 -,r , _ _ _ . 22 25 - _ ROCKERY IDE C `\ STREAMSIDE� C -17 (4' HEIGHT) - -- —.l C -17 (4' N_EIBHTI�� r % / 0 - -- - Ro HO NEY CR47EK 1 26 _ _.__ _ _...... _ . -.._ ...... .__ . 28 26 L.F.) T A 9 +50± P! - - _ - i _ -- AREA K NOTES (CONT.L' _.............. .... _..... ...... __.. __....._ AREA J NOTES: _ - - / (SEE SHT C 6) E !C RD -_ _���_--- --~� --" 26 19 4'STREAMSIDE ROCKERY RAISE ROAD GRADE �% -- — �� -- 25 STA 19 +40 TO STA 22 +00 2 ROADWAY RECONSTRUCTION STA 19 +00 TO STA 22 +00 -` fLO AS HOWNI STA 17 +65 TO STA 18 +25 6 "- 1%Q" BASE COURSE AREA K NOTES (CONT.L' - f 20 (S HT C -8) 3 (SEE SHT C-6) 2 (SEE SHT C- 15 (SEE SHT C -8) 4 (SEE SHT C -6) g3 (SEE SHT C -8) 16 (SEE SHT C -8) 21 (SEE SHT C -8) 22 CLEAN EXIST. CULVERT (TRIM END TO MATCH ROCKERY) 5 RAISE CLEANOUT TO GRADE 4 (SEE SHT C -8) 17 (SEE SIFT C -8) _ 6 4 STREAMSIDE ROCKERY 5 (SEE SHT C -8) 18 (SEE SHT C -81 23 STALL CATCH 8 (ON EXI E) STA 17 +65 TO STA 18 +25 (9'+ WEST OF SURVEY LINE) _ _ 24 NO US D (D 6 LOOSE RIPRAP (AT ENO OF ROCKERY 6 (SEE SHT C -8) D PLANTING NOTES: =�`° 25 PLA E 8 ULDER O EAC ) - 3 TONS) 7 (SEE SHT C -8) ti RECORD DRAWING P/ LIVESTAKE (SALMONBERRY,WILLOW. ,, ., ' 26 ACE DEF R LOG SHEET NOTES: FOR (SEE SHT C -8) SEE ORIGINAL CONTRACT DRAWINGS AND RED -OSIER DOGWOOD) 27 (SEE SHT C -81 FOR SEAL AND SIGNATURES 9 9 (SEE SHT C -8) 9_24_93 26 LIGHT LOOSE RIPRAP CITY OF RENTON 1. SEE SHEET G -2 FOR GENERAL NOTES l0 (SEE SHT C -8) (AT END OF ROCKERY - 3 TONS) DEPARTMENT OF PUBLIC WORKS 2. SEE SHEET G -3 FOR SURVEY CONTROL POINTS 11 (SEE SHT C -8) HONEY CREEK INTERIM REPAIRS REvIEwED FOR COMPLIANCE TO CITY'S STANDARDS PLAN IMPROVEMENTS SUB9 WARNING 1TED 12 (SEE SHT C -8) WWP -22 -2029 STA.17 +60 TO STA. 20 +80 0 Yp I 13 (SEE SHT C -6) DESIGNED: DATE: 55%93. FILE NAME: PROJECT ENGINEER R. -E.VG. DATE PLAN REVIEW DATE IF THIS BAR DOES l4 (SEE SHT C -8) DRAWN: NOT MEASURE I' RD RECDRD DRAWING I DPA JEB 9 -24 -93 CFECKED: SCALE AS NOTED FlEio BOOK: PAGE: THEN DRAWING IS WASTEWATER UTILITY DATE MONTGOMERY WATSON R. C. L NO. D47E NOT TO SCALE. N0. REVISIDN BY APPR. DATE SHEET: C -7 DF: ! AREA K A� EA 1 BID SCHEDULE B ;' - - -- _ (NOT I! CONT 7 N �o �. ROADWAY ! RECONSTRUCT107 4. al, WrnTH) 1 D DIPPED -17 WATER CROSSING r`- STREAMSIDE C ROCKER/ C -17 (41 HEIGHT) = p K AREA K NOTES (CONTL' RAISE ROADGRADE Ro /4 REGRADE TURN- AROUND (SIM TO RAISE ROAD GRADE) ,STA 19.00 TO STA 22+00 6" OUARRY SPALLS (2" - 4 ") ° l - ly.8 SE OURSE) 6 "- 1 " ASE COU INSTALL ED WATE SSING 5 'INS ALL PE I CA ASIN `. STA 21+00 STA 22-20 CULVERT ^L4' O INSTALL 15" CPEP CULVERT 6 ROCK LINED DITCH STA. 21300 INSTALL 6" DRAIN PIPE (70 LF) W/ CATCH CONNECT TO CATCH BASIN Q BASIN 4 6 "- a OUARRY SPALLS (AT INLET --3 TnN<Z1 i 07 (NOT USED) SHEET NOTES: 1. SEE SHEET G -2 FOR GENERAL NOTES. 2. SEE SHEET G -3 FOR SURVEY CONTROL POINTS. 12 RAISL- AD GRAD (RAISE GRADE 2`t ) JA RECORD DRAWING SEE ORIGINAL CONTRACT DRAWINGS FOR SEAL AND SIGNATURES 9 -24 -93 RAISE CLEANOUT TO GRADE LIGHT LOOSE RIPRAP (AT END OF ROCKERY - 3 TONS) AREA L NOTES: (D ROADWAY RECONSTRUCTION STA 2300 TO STA 23 +85 OREPAIR GABIONS (STRAIGHTEN HE WIRE CAGES, REPLACE ROCK AND REWIRE HERE DAMAGED) O6`STREAMSIDE ROCKERY( CATION AS SHOWN) STA 23.00 TO STA 24 0 4 (SEE SHT G -9) �G 5 (SEE SHT C -9) Y 6 1ECLEANOUT 7 8 TO GRADE 9 IPRAP (AT END OF ROCKERY - 3 TONS) WWP -22 -2029 1 0 rt N QU h� �.1 �Eu sap'"29. Z � r� CITY OF RENTON DEPARTMENT OF PUBLIC WORKS 1 AREA L NOT IN CONTRACT ROADWAY SCALE. 1%10' VI.W n�-:�5 :... -_ --- -may �..`• EY cREEK STREAMSIDE C ROCKERY C-/7 (6' HEIGHT) A IROADWAY :L7j RECONSTRUCTION (/2' WIDTH) 1. SEE SHEET G -2 FOR GENERAL NOTES. 2. SEE SHEET G -3 FOR SURVEY CONTROL POINTS. G Vz PROJECT ENGINEER R. C. E. N^. DATE IF THIS BAR DOES NOT MEASURE I' THEN DRAWING IS MONTGOMERY WATSON R- E. NO. DATE NOT TO SCALE. FIX a � �'; ►. M EXISTING i , �M N v ®rov v s® BRIDGE NO.2 ABUTMENT REPAIR AREA v N BID SCHEDULE C NOT IN CONTRACT _ O 5 TYp ' STREAMSIDE -- = \ C ROCKERY _ -` °� , \� C -17 (6'- 8` HEIGHT) O O a .rte -- -- - - Rye, _ h, "-- -a-.__ P/ : t. • _ `. v - a_ r i3an'� - - STREAMSIDE " 6 2 ROADWAY RECONSTRUCTION (10' WIDTH) �/t/ _ - - _ _ 4 _ O ~_ 3 AREA L NOTES. AREA M NOTES: AREA N NOTES. OROADWAY RECONSTRUCTION J NOT USED D STA 23+00 TO STA 23 +85 / BRIDGE ABUTMENT REPAIR 2 CONSTRUCT ROCK WEIR 2 ROADWAY RECONSTRUCTION 00' WIDTH) O REPAIR GABIONS (STRAIGHTEN TH WIRE CAGES, STA 26 +12 TO STA 27 +25 REPLACE ROCK AND REWIRE WH E DAMAGED) O REMOVE AND DISPOSE OF EXIST. TAN O3 6'STREAMSIDE ROCKERY STA 27+00± (INCIDENTAL TO OTHER OR)Q STA 23+00 TO STA 24 +40 (-� O 6` TO 8' STREAMSIDE ROCKERY OCATION AS SHOWN) O ROADWAY RECONSTRUCT N STA 26 +12 TO STA 27 +25 �G STA 24+62 TO STA +15 A \\v 5 PLACE BOULDER (7 EACH 5 NOT USED PL TING NOTES: RECORD DRAWING 6 RAISE CLEANOUT TO RADE 6 6' - 8' STRE SI ©E ROCKERY (LOCATION AS SHOWN) STA 24+6 TO STA 25 +15 P/ IVESTAKE (WILLOW) SEE ORIGINAL CONTRACT DRAWINGS FOR SEAL AND SIGNATURES. 7 (SEE SHT C -10) 9 OCON T LOW FLOW CHANNEL (AND ADD SUITABLE 9-24-93 8 LIGHT LOOSE IPRAP CITY OF R E N T O N LO D/ STREAM COVER AT THE DIRECTION OF THE (AT END OF ROCKERY DEPARTMENT OF PUBLIC WORKS EN NEER)LOW FLOW CHANNEL EXTENDS FROM ROCK - 3 TONS IR TO EXIST DOWNSTREAM DEBRIS PILE. HONEY CREEK INTERIM REPAIRS 8 (SEE SHT C -8) REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS PLAN IMPROVEMENTS WWP -22 -2029 STA.23 +80 TO STA.27 +00 9 LIGHT LOOSE RIPRAP (AT END OF ROCKERY - 3 TONS) PLAN REVIEW DATE DESIGNED: DATE: 5/93 FILE NAME: L DRAWN: WASTEWATER UTILITY DATE RECORD DRAWING D DPA .IEB I c_2c -g3 CHECKED: SCALE: AS NOTED FIELD BOOK: PACE: SHEET: CT9 OF: N0. REVISION 1 BY APPR. DATE - C ROCKERY / j G -J7 (6` - 8' HEIGHT).= - ; Z / q`\ "FV�" V,1* 1y \ i s�9-a- i ^ B LOW FLOW -2 CHANNEL -4 - = _ _- 6 2 ROADWAY RECONSTRUCTION (10' WIDTH) �/t/ _ - - _ _ 4 _ O ~_ 3 AREA L NOTES. AREA M NOTES: AREA N NOTES. OROADWAY RECONSTRUCTION J NOT USED D STA 23+00 TO STA 23 +85 / BRIDGE ABUTMENT REPAIR 2 CONSTRUCT ROCK WEIR 2 ROADWAY RECONSTRUCTION 00' WIDTH) O REPAIR GABIONS (STRAIGHTEN TH WIRE CAGES, STA 26 +12 TO STA 27 +25 REPLACE ROCK AND REWIRE WH E DAMAGED) O REMOVE AND DISPOSE OF EXIST. TAN O3 6'STREAMSIDE ROCKERY STA 27+00± (INCIDENTAL TO OTHER OR)Q STA 23+00 TO STA 24 +40 (-� O 6` TO 8' STREAMSIDE ROCKERY OCATION AS SHOWN) O ROADWAY RECONSTRUCT N STA 26 +12 TO STA 27 +25 �G STA 24+62 TO STA +15 A \\v 5 PLACE BOULDER (7 EACH 5 NOT USED PL TING NOTES: RECORD DRAWING 6 RAISE CLEANOUT TO RADE 6 6' - 8' STRE SI ©E ROCKERY (LOCATION AS SHOWN) STA 24+6 TO STA 25 +15 P/ IVESTAKE (WILLOW) SEE ORIGINAL CONTRACT DRAWINGS FOR SEAL AND SIGNATURES. 7 (SEE SHT C -10) 9 OCON T LOW FLOW CHANNEL (AND ADD SUITABLE 9-24-93 8 LIGHT LOOSE IPRAP CITY OF R E N T O N LO D/ STREAM COVER AT THE DIRECTION OF THE (AT END OF ROCKERY DEPARTMENT OF PUBLIC WORKS EN NEER)LOW FLOW CHANNEL EXTENDS FROM ROCK - 3 TONS IR TO EXIST DOWNSTREAM DEBRIS PILE. HONEY CREEK INTERIM REPAIRS 8 (SEE SHT C -8) REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS PLAN IMPROVEMENTS WWP -22 -2029 STA.23 +80 TO STA.27 +00 9 LIGHT LOOSE RIPRAP (AT END OF ROCKERY - 3 TONS) PLAN REVIEW DATE DESIGNED: DATE: 5/93 FILE NAME: L DRAWN: WASTEWATER UTILITY DATE RECORD DRAWING D DPA .IEB I c_2c -g3 CHECKED: SCALE: AS NOTED FIELD BOOK: PACE: SHEET: CT9 OF: N0. REVISION 1 BY APPR. DATE - SCALE: A BRIDGE NQ.-J-"" (: B RAISE ROAD *ti L�ro A' `\ \ �' �` . C -!6 AB(ITAPT REPAIR C-/7 GRADE (l2` WIDTH) ; f Iy EY CREEK \ l f�' -_ - - - - - -- - - - — - - - - y _... - - - -- - - - - -- - -- N _ _..... _ to ss Lu �� �--- ___-- " - -• -- Stu - -- - - -- - - -- - --- --- -- -- -p - p- - E -E..K � tai � —_==— --- - - --- — — — — �r= HUN E - _. U-9 5 U6 = _ ':- PI - STREAMSIDE C ROCKERY A ROADWAY �` - f'f CULVERT C-l7 (6 8' ` - HEIGHT) C -17 RECONSTRUCTION � `' A - J r - Y- (l0' WIDTH( _ ;r W/ CATC - Ice )SEE SHT C -9) 2 ROADWAY RECONSTRUCTION STA 26 +12 TO STA 27 +25 OREMOVE AND DISPOSE OF IST TANK STA 27+00+ (INCIDENTAL OTHER WORK) O6' TO 8'STREAMSIDE CKERY(LOCATION AS SHOWN) STA 26 +12 TO STA +25 5 (SEE SHT C -9) \ 6 (SEE SHT C ) 7 LIGHT L SE RIPRAP (AT END OF ROCKERY -3 T S) AREA N `,y C J AREA 0 'BID SCHEDULE C �� NOT IN CONTRACT --1- '• � �� v: y t� , �,. � BID SCHEDULE C F OT IN CONTRACT f p SCALE: A BRIDGE NQ.-J-"" (: B RAISE ROAD *ti L�ro A' `\ \ �' �` . C -!6 AB(ITAPT REPAIR C-/7 GRADE (l2` WIDTH) ; f Iy EY CREEK \ l f�' -_ - - - - - -- - - - — - - - - y _... - - - -- - - - - -- - -- N _ _..... _ to ss Lu �� �--- ___-- " - -• -- Stu - -- - - -- - - -- - --- --- -- -- -p - p- - E -E..K � tai � —_==— --- - - --- — — — — �r= HUN E - _. U-9 5 U6 = _ ':- PI - STREAMSIDE C ROCKERY A ROADWAY �` - f'f CULVERT C-l7 (6 8' ` - HEIGHT) C -17 RECONSTRUCTION � `' A - J r - Y- (l0' WIDTH( _ ;r W/ CATC - Ice WARNING O f2 - = DATE IF THIS BAR DOES NOT MEASURE I• R. t. E. THEN DRAWING IS ^. Oz-E NOT TO SCALE. 9 B /N- 70 �r _ ...._ AREA 0 NOTES. STREAMSIDE - -- — l BRIDGE ABUTMENT REPAIR F-C-1 ROCKERY - C -/7 (8' HEIGHT) �~ 2 (NOT USED) OREMOVE FENCE POSTS PLANTING NOTES RD SHEET NOTES: STA 28 +77± Ro O INSTALL 15 "CPEP CULVERT P/ LIVESTACK (RED -OSIER GWOOD AND WILLOW. (, SEE SHEET G -2 FOR GENERAL NOTES STA 28 +77+ 2. SEE SHEET G -3 FOR SURVEY CONTROL POINTS 5 RIPRAP INLET /OUTLET TONS, EACH LOCATION) 3. FROM STA 29+00 TO STA 32+00 PLACE LOD AND 6 RAISE ROAD GRADE AFT (APPROX) BOULDER CLUSTERS IN LOCATIONS DESIGNED BY STA 28 +53 TO ST 29 +40 THE ENGINEER: PLAN FOR 4 SUCH LOCATIONS. 6" - l %2" BASE COURSE 2.5'- TO 4" OUARRY SPALLS 77 INSTALL 7Y ( CATCH BASIN STA 28 +7 _* 8 REMO EXIST GABION (INCIDENTAL TO OTHER WORK) 9 C STRUCT ROCK WEIR 10 8'STREAMSIDE ROCKERY (LOCATION AS SHOWN) I LIGHT LOOSE RIPRAP (AT END OF ROCKERY - 3 TONS) S44029 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS HONEY CREEK INTERIM REPAIRS RECORD DRAWING REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS `J`} `�(}�J PLAN IMPROVEMENTS SEE ORIGINAL CONTRACT DRAWINGS W W P — L L — L v L 9 STA, 27 +00 TO STA. 30 +00 FOR SEAL AND SIGNATURES j DESIGNED: DATE: 5/93 FILE NAME: 9 -24 -93 PLAN REVEW DATE j DRAWN: WASTEWATER UT ITY DATE RD RECORD ORAW;NG DPA JEB S -24 -93 CHECKED: SCALE: AS NOTED FIE -L. E.- PAGE: NO. I REVISION BY APPR. DATE SHEET: C-IO OF: )SEE SHT C -9) 2 ROADWAY RECONSTRUCTION STA 26 +12 TO STA 27 +25 OREMOVE AND DISPOSE OF IST TANK STA 27+00+ (INCIDENTAL OTHER WORK) O6' TO 8'STREAMSIDE CKERY(LOCATION AS SHOWN) STA 26 +12 TO STA +25 5 (SEE SHT C -9) \ 6 (SEE SHT C ) 7 LIGHT L SE RIPRAP (AT END OF ROCKERY -3 T S) WARNING O f2 - = DATE IF THIS BAR DOES NOT MEASURE I• R. t. E. THEN DRAWING IS ^. Oz-E NOT TO SCALE. 9 B /N- 70 �r _ ...._ AREA 0 NOTES. STREAMSIDE - -- — l BRIDGE ABUTMENT REPAIR F-C-1 ROCKERY - C -/7 (8' HEIGHT) �~ 2 (NOT USED) OREMOVE FENCE POSTS PLANTING NOTES RD SHEET NOTES: STA 28 +77± Ro O INSTALL 15 "CPEP CULVERT P/ LIVESTACK (RED -OSIER GWOOD AND WILLOW. (, SEE SHEET G -2 FOR GENERAL NOTES STA 28 +77+ 2. SEE SHEET G -3 FOR SURVEY CONTROL POINTS 5 RIPRAP INLET /OUTLET TONS, EACH LOCATION) 3. FROM STA 29+00 TO STA 32+00 PLACE LOD AND 6 RAISE ROAD GRADE AFT (APPROX) BOULDER CLUSTERS IN LOCATIONS DESIGNED BY STA 28 +53 TO ST 29 +40 THE ENGINEER: PLAN FOR 4 SUCH LOCATIONS. 6" - l %2" BASE COURSE 2.5'- TO 4" OUARRY SPALLS 77 INSTALL 7Y ( CATCH BASIN STA 28 +7 _* 8 REMO EXIST GABION (INCIDENTAL TO OTHER WORK) 9 C STRUCT ROCK WEIR 10 8'STREAMSIDE ROCKERY (LOCATION AS SHOWN) I LIGHT LOOSE RIPRAP (AT END OF ROCKERY - 3 TONS) S44029 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS HONEY CREEK INTERIM REPAIRS RECORD DRAWING REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS `J`} `�(}�J PLAN IMPROVEMENTS SEE ORIGINAL CONTRACT DRAWINGS W W P — L L — L v L 9 STA, 27 +00 TO STA. 30 +00 FOR SEAL AND SIGNATURES j DESIGNED: DATE: 5/93 FILE NAME: 9 -24 -93 PLAN REVEW DATE j DRAWN: WASTEWATER UT ITY DATE RD RECORD ORAW;NG DPA JEB S -24 -93 CHECKED: SCALE: AS NOTED FIE -L. E.- PAGE: NO. I REVISION BY APPR. DATE SHEET: C-IO OF: AREA R NOT IN CONTRACT AREA 5 NOT IN CONTRACT < _0 A ROADWAY 64 RECONSTRUCTION (11, WIDTH) Ali > 04 of SCALE. 12 Ss V) Ar-\ 0- . .............. . . Ld . - wk� S, 4 lloNa- 2 C ROCKERY r.17 fJQ' J4K_JrrMTl W1 OFFSET AREA R NOTES. OROADWAY RECONSTRUCTION STA 32+65 TO STA 33-55 O8' STREAMSIDE ROCKERY 0 AS SHOWN) STA 32+65 TO STA 33 TRIM EXIST ROOTBALL A D OTB TO CONSTRUCT (INCIDENTAL TO OTHER WORK) OLIGHT LOOSE RIPR (AT END OF ROCKERY 3 TONS) WARNING PROJECT "ENGlNEER R. C. E. N-0. DATF IF THIS BAR DOES NOT MEASURE I" THEN DRAWING IS MONTGOMERY WATSON R. C. __ Nc. NOT TO SCALE. 5 1<5 G W�� 'o� Qom\'•'' � 0 - A-0 AREA T NOT IN CONTRACT '03 Q0 8 5 c) U) ----------- ------- - - - - - - - - - - ------------ - --- ---- �° _ - - `�— _v . . . . ..... 0), V EXIST. 121, SS 4, q, 4-11. -41 4 .. ........ . ........... - — — - — — - — - — Z� .4. 7 6 o 2 C ROCK ........ . ........ . ...... C-16 GROIN CREEK P/ No EY; AD 15 -C-17 -GRADE-1].... T_ "TH)_ .. .... . ..... .... . ....... ... . STREAMSIDE ✓ FQROCKERY ­_�_-AREA_.._.. .. . ...... . S.*.--.- . . ........... C-17 (51 HEIGHT) (7) RAISE ROAD GRADE 2 FT (A SHEET NOTES.' __1 D DIPPED AREA S NOTES: STA 35-60 TO STA 37-60 WATER N, CROSSING RELOCATE 2 LOGS AND STUMP O INSTALL 15"CPEP CULVERT NGTH AS REO`D) c) 3 '03 Q0 8 5 c) U) ----------- ------- - - - - - - - - - - ------------ - --- ---- �° _ - - `�— _v . . . . ..... 0), V EXIST. 121, SS 4, q, 4-11. -41 4 .. ........ . ........... - — — - — — - — - — Z� .4. 7 6 o 2 C ROCK ........ . ........ . ...... C-16 GROIN CREEK P/ No EY; AD 15 -C-17 -GRADE-1].... T_ "TH)_ .. .... . ..... .... . ....... ... . STREAMSIDE ✓ FQROCKERY ­_�_-AREA_.._.. .. . ...... . S.*.--.- . . ........... C-17 (51 HEIGHT) (7) RAISE ROAD GRADE 2 FT (A SHEET NOTES.' AREA S NOTES: STA 35-60 TO STA 37-60 1. SEE SHEET G-2 FOR GENERAL NOTES. RELOCATE 2 LOGS AND STUMP O INSTALL 15"CPEP CULVERT NGTH AS REO`D) STA 33-65 (INCIDENTAL TO OTHE WORK) STA 36.00 2. SEE SHEET G-3 FOR SURVEY CONTROL POINTS. 5' STREANSIDE ROCKERY (LO ION AS SHOWN) STA 35-15 TO STA 35+60 3 INSTALL 6"DRAIN PIP (120 LF) ...... ..... ... ... Nil Y CU! -BACK EXIST LOG 15' CLEAR ROADWAY (SALVAGE CUT SECTIO FOR USE IN FISHERIES ENHANCEMENT) 4 LIGHT LOOS P (AT OUTLET - 3 TONS) PLANTING NOTES: X AD \ STA 35-15± (INCIDE AL TO OTHER WORK) 5 INSTALL CATCH BASIN - pl SOURCE AREA F PLANT CUTTINGS. O LIGHT LOOSE (AT END OF ROCKERY 6 PLACE CK GROIN 3 TON) SIIIIIIII20" 7 PLA DEFLECTOR LOG 8 - 8" QUARRY SPALLS (AT INLET 3 TONS) CITY OF RENTON DEPARTMENT OF PUBLIC WORKS HONEY CREEK INTERIM REPAIRS RECORD DRAIRING REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS WWP-22-2029 PLAN IMPROVEMENTS SEE ORIGINAL CONTRACT DRAWINGS STA. 33 +00 TO STA.36+10 FOR SEAL AND SIGNATURES PLAN REVIIEW DATE DESIGNED: DATE: 5/93 FILE NAME: 9-24-93 DRAWN: WASTE%YATER L;T!UTY RD RECORD DRAWING [IPA i-B 1-24-11 SCALE: AS NOTED FIELD 01(i PAGE: DATE I NO. REVISION BY APPR. I DATE SHEET, C-12 OF: I A 1 I I I I A I I I 1 11 1 I A 1 A AREA T AREA U NOT_,IN CONTRACT NOT IN CONTRACT = - C,a� _� _ 'b�Q. Cv t� * Q r ': 85 7 - - - - - -- W t' ) - ROADSIDE _ — _- -. O1 _- --- - -- _ �� �'� \ C ROCKERY SCALE: 1 -2 l3' HEIGHT) -_ - = �w y _. .nom v i y , . _ cs ..r' - - CREEK - r ! V L HoN ~ _ _ -- ...... ......... ........ .. .... : s. , �r � - _ a I B RAISE ~ �~ — __ _ ROAD GRADE \ HONEY — — nr' WIDTH rYPJ = _ �- _y- CREEK - �------------- - -- - - - - - - - - - - - - - - - - - - - - - - ' = I B ROCK ILL!?j WEIR SHEET NOTES: _ AREA U NOTES: 1. SEE SHEET G -2 FOR GENERAL NOTES E T ME LIGHT SEW:- C LI E EASE NT lO RAISE ROAD GRADE 6 "- l %q" BASE COURSE 2. SEE SHEET G -3 FOR SURVEY CONTROL POINTS = NSMISSION STA 37 +60 TO STA 38 +4A0\gCj TRA O CONSTRUCT ROCK WEIR \V yy (TO RAISE STREAM B ELEVATION TO COVER PIPELINE CROSSING UPSTREAM) O3' ROADSIDE RO ERY (LOCTION AS SHOWN) AREA T NOTES: STA 37 +60 TO STA 38+40 ORAISE ROAD GRADE 2 T (APPROX) O EXTEND R KERY DRAIN LINE TO CREEK STA 35 +60 TO STA +60 (INCIDE AL TO OTHER WORK) 2 (SEE SHT C- l2TA\�V 3 INSTALL 6" AIN PIPE (120 LF) 4 (SEE SHT C -12) S4029 5 (SEE HT C -12) 6 ( E SHT C -12) CITY OF RENTON 7 (SEE SHT C-12) DEPARTMENT OF PUBLIC WORKS HONEY CREEK INTERIM REPAIRS 8 (SEE SHT C -12) RECORD DRAWING REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS PLAN IMPROVEMENTS sueMlrreo SEE ORIGINAL CONTRACT DRAWINGS WWP -22 -2029 STA.36 +10 TO-STA.38 +78.50 WARNING I FOR SEAL AND SIGNATURES DESIGNED: O /2 I PLAN REVIEW DATE I DATE: 5/93 FILE NAME: PROJECT ENG EER R. C. E. NO. DATE 9-24 -93 DRAWN: IF THIS BAR DOES scALE: AS NOTED FIELD eaarc: PAI& NOT MEASURE I' W'ASTEW'ATER LT!�ITy �pTc RD i RECORD DRAWING 1111 JEB 9 -24 -53 CHECKED: THEN DRAWING IS %JONTGCSIEY WATSCN R. C.EtiC. 0 AT -e NOT TO SCALE. NO. REVISION 61 APPR. I DATE SHEET: C -13OF: 5 CONSTRUCT LOW FLOW CHANNEL (AND ADD SUITABLE LODI INSTREAM COVER AT THE DIRECTION OF THE ENGINEER). LOW FLOW CHANNEL EXTENDS TO EXIST DOWNSTREAM DEBRIS PILE (SEE SHT C-9). EXTEND CONCRETE ABUTMENT REPAIR 2` AROUND ENDS OF GABION ABUTMENT. f \ O7 TIE CONCRETE ABUTMENT REPAIR INTO ADJACENT GABION. SHEET NOTES.' THE ABUTMENTS FOR THIS BRIDGE MUST BE REPAIRED BEFORE ANY LOADS HEAVIER THAN 5 TONS ARE ALLOWED TO CROSS. SEE SHT C -9 FOR ROADWAY REPAIRS. . f Z - - ----- 3. PROTECT EXIST. SS LINE DURING CONSTRUCTION. 1 V ! f 4. ACTUAL LOCATION OF ROCK WEIRS TO BE FIELD LOCATED BASED ON THE LAYOUT SHOWN. LOCATION OF WEIRS SHALL z BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTING 6 6 THE WEIRS. - - - - - - - - - - - - - - - - - - - X -N T EXIST 12 2 f co Y f T- ROCK WEIR -L/9 (2 PLACES) V % ff A\- 4v f k f 0 v oc BRIDGE NO. 2 ABUTMENT REPAIR Z LL?j SCALE. 5' "S �n SmP2029 v CITY OF RENTON x, DEPARTMENT OF PUBLIC WORKS HONEY CREEK INTERIM REPAIRS RECORD DRAWING REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS BRIDGE No.'2 - REPAIR SUBMITTED WARNING SEE ORIGINAL CONTRACT DRAWINGS WWP-22-2029 0 Y2 I FOR SEAL AND SIGNATURES PLAN RENEW DATE DESIGNED: DATE; 5/93 FILE NAME: PROJECT ENGINEER R C E. NO -DATE IF .. THIS BAR DOES 9-24-93 DRAWN: SCALE: AS NOTED NOT MEASURE WASTEWATER LTU Y DATE RECORD DRAWING DPA J-6 1-21-93JC-ECKID-- FIELD BOOK, PAGE: THEN DRAWING IS MONTGOMERY WATSON C. N . DATE NOT TO SCALE. NO- REVISION �Y APPR. DATE SHEET: C-�5 OF: E. EXISTING F B I ABUTMENT REPAIR REFERENCE NOTES.' C SFfltAUSIDE E KEfir A (D PROTECT EXISTING BRIDGE FROM DAMAGE DURING ALL CONSTRUCTION WORK. Ftow 2 CONSTRUCT ROCK WEIR (SEE SHT C-9). HONEY CRE6K j REMOVE AND REPLACE EXISTING STREAM BANK MATERIAL f , AT BRIDGE. z _ O4 STREAMSIDE ROCKERY (SEE SHT C -91 5 CONSTRUCT LOW FLOW CHANNEL (AND ADD SUITABLE LODI INSTREAM COVER AT THE DIRECTION OF THE ENGINEER). LOW FLOW CHANNEL EXTENDS TO EXIST DOWNSTREAM DEBRIS PILE (SEE SHT C-9). EXTEND CONCRETE ABUTMENT REPAIR 2` AROUND ENDS OF GABION ABUTMENT. f \ O7 TIE CONCRETE ABUTMENT REPAIR INTO ADJACENT GABION. SHEET NOTES.' THE ABUTMENTS FOR THIS BRIDGE MUST BE REPAIRED BEFORE ANY LOADS HEAVIER THAN 5 TONS ARE ALLOWED TO CROSS. SEE SHT C -9 FOR ROADWAY REPAIRS. . f Z - - ----- 3. PROTECT EXIST. SS LINE DURING CONSTRUCTION. 1 V ! f 4. ACTUAL LOCATION OF ROCK WEIRS TO BE FIELD LOCATED BASED ON THE LAYOUT SHOWN. LOCATION OF WEIRS SHALL z BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTING 6 6 THE WEIRS. - - - - - - - - - - - - - - - - - - - X -N T EXIST 12 2 f co Y f T- ROCK WEIR -L/9 (2 PLACES) V % ff A\- 4v f k f 0 v oc BRIDGE NO. 2 ABUTMENT REPAIR Z LL?j SCALE. 5' "S �n SmP2029 v CITY OF RENTON x, DEPARTMENT OF PUBLIC WORKS HONEY CREEK INTERIM REPAIRS RECORD DRAWING REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS BRIDGE No.'2 - REPAIR SUBMITTED WARNING SEE ORIGINAL CONTRACT DRAWINGS WWP-22-2029 0 Y2 I FOR SEAL AND SIGNATURES PLAN RENEW DATE DESIGNED: DATE; 5/93 FILE NAME: PROJECT ENGINEER R C E. NO -DATE IF .. THIS BAR DOES 9-24-93 DRAWN: SCALE: AS NOTED NOT MEASURE WASTEWATER LTU Y DATE RECORD DRAWING DPA J-6 1-21-93JC-ECKID-- FIELD BOOK, PAGE: THEN DRAWING IS MONTGOMERY WATSON C. N . DATE NOT TO SCALE. NO- REVISION �Y APPR. DATE SHEET: C-�5 OF: E. ----- --------------- --- ............ . ....... . . HONEY CREEK --------------------------- - -- --------- 'ptow A V -\ ---------- ------------------ -------------- F-EXIST. l2" SS• 7- WARNING 0 V2 I R. I— E. N^_ DATE IF THIS BAR DOES NOT MEASURE THEN DRAWING IS R. C. E. No. DATE NOT TO SCALE, t q; —F —81 ABUTMENT t" \ / REFERENCE NOTES." i E FROM DAMAGE DURING PROTECT EXISTING BRIDGE FROM DAMAGE U CONSTRUCTION WORK. ROCK WEIR (SEE SHT C-10) EXISTING ST BANK M BRIDGE. ING REA A MATERIAL A REMOVE AND REPLACE EXISTING STREA MATERIAL AT 4 — ------------ ....... . .. -------- - ---- FIOW EXTEND CONCRETE ABUTMENT REP R 2'AROUND ENDS OF GABION ABUTMENT. STREAUSIDE ROCKERY (SEE C-10). SHEET NOTES.' THE A FOR THIS BRIDGE MUST BE REPAIRED BEFORE ANY LOADS VIER THAN 5 TONS ARE ALLOWED TO CROSS. 2. SEE -/0 FOR ROADWAY REPAIR WORK. 3. PRO T EXIST. SS LINE DURING CONSTRUCTION. 4. L LOCATION OF ROCK WEIRS TO BE FIELD LOCATED SED ON THE LAYOUT SHOWN. LOCATION OF WEIRS SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTING T A H ANY E Y L ' A 0 N 8 LOADS ABUTMENT S 'T' E N FOR H AV, ER 2. SEE SHT -/0 FOR -3_ 'PROT T EXIST. . - 3 _ 5 4 UAL LOCATION 0' ASED ON THE LAYOUT BE APPROVED By Th THE WEIRS. HE ooN ... . ......... . ROCK WEIR C-!9 (4 PLACES) BRIDGE NO. 3 ABUTMENT RE)-AIR LgZ!pj SCALE. P= 5' RECORD DRAWING REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS SEE ORIGINAL CONTRACT DRAWINGS FOR SEAL AND SIGNATURES 9-24-93 PLAN RE14-W DATE WASTEV[ATER L'I, TY DATE DRAWING NO. REVISION S 4 w2-02- 9 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS HONEY CREEK INTERIM REPAIRS WWP-22-2029 BRIDGE No..3 - REPAIR DESIGNED: OATS: 5/93 FILE NAME: DRAWN: D-D B0- I)PA JEB 9-24-93 CHECKED: SCALE: AS NOTED 11 �PAG-E: C BY APPR. DATE SHEET: C-'16 QFjz- 4" - 6" QUARRY SPALLS (1' MIN. THICKNESS BEHIND ROCKERY) SIMILAR TO CITY OF RENTON 5' l0' 5' STREAM BANK PROTECTION ROCKERY DETAIL SHT. 4.4 (WHERE SHOWN) TOPSOIL 4" THICKNS PIPE. CATCH BASIN I %4" CRUSHED SURFACING (W ERRE REM FOR PLANTING) _ o AND QUARRY SPALLS BASE COURSE ONLY WHERE SHOWN WIDENED ROADWAY 1 / AS SHOWN STREAM BED 9' MIN. - 12' MAX, 3 WATER DEPTH - - - - -- o ---- - - - - -- S 4 VARIES SLOPE (SEE NOTE 4) o (1 % MIN - 57 MAX) OVA' IOU, o 0 SPALLS ACCESS BACKSLOPE 2 MAN : - = : _ .' . _ : : • ROAD I I I (VARIES) �`�. -- - - - -_ _ -.w'-; TOE ROCKS CUT SLOPE - =- = (VARIES) I I I f <?6_ 'ry GEO FABRIC\ - GEO FABRIC FOR FILL WR GRAVEL 80RROIV ���n hY�� ACCESS ROAD i FILL \Vil\1/�1 \Vi� 2 (WIDTH AS SHOWN) J 2"- 4 OUARRY SPALLS {� (BEHIND WALL) N j j NATIVE BACKFILL OR SECTION EXCAVATION SURFACE GRAVEL BORROW NOTE. NTS EXCAVATION LIMIT I I SECTION WHERE APPROVED NTS !. THE ROCKERY HEIGHTS ARE NOTED ON THE PLAN SHEETS 2. BASE ROCKS SHOULD BE DROP SEATED INTO RAILROAD BALLAST. 1 I I NOTE. 3. ROCK SIZES ARE SIMILAR TO CITY OF RENTON ROCKERY DETAIL SHEET 4.4. 1. SEE THE PLANS FOR THE RECONSTRUCTION WIDTH, 4. WHERE NOTED PROVIDE A 2' OFFSET I (CENTER OF ROCK TO CENTER OF ROCK). o A ROADWA F-C-1 STREAMSIDE� VAR I RECONSTRUCTION I VAR I ROCKERY o a WHERE DIRECTED ANGLE CROSS- CULVERTS DOWNSTREAM (TO AVIOD IMPACT TO THE OPPOSITE STREAM BANK) 5' l0` 5' PLAN SCALE: % " =1' -Q" 1%Q" CRUSHED SURFACING BASE COURSE ° (6" THICKNESS) CRUSHED SURFACING BASE COURSE (6° THICKNESS) - - - -- - - - - -- WIDENED ROADWAY AS SHOWN o V MIN. - 12' MAX. NATIVE - BACKFILL 4" - 6`" QUARRY SHOWN ON PLANS) SPALLS \ TOPSOIL, 4 THICKNESS SLOPE (\ \ (WHERE REVD. FOR PLANTING) � (/% MIN - 5% MAXI GEO FABRIC � STREAM BANK PROTECTION (SEE OTHER DETAILS) /O' � -- - _ ; -.: _- - -- - -- --- - - - - -- - - - - -- - - -- - • -� CULVERT (WHERE SHOWN) - _ �: EXISTING GROUND TNTS - - - - - -= - • NTS - -- GEO FABRIC t PROFILE 2" - 4" QUARRY SPALLS (DEPTH AS NOTED ON PLANS: SCALE. %Q " =1' -0" IF NO DEPTH NOTED, SURFACE W/ BASE COURSE ONLY) CTION r1 DIPPED WATER CROSSING DEPTH AS NOTED ON PLANS VAR B RAISE ROAD GRADE IS VAR CITY OF RENTON DEPARTMENT OF PUBLIC WORKS HONEY CREEK INTERIM REPAIRS REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS W W P- 2 2 - 2 0 2 suaMlrreD WARNING RECORD DRAWING Q CIVIL DETAILS - I SEE ORIGINAL CONTRACT DRAWINGS Q Vz I FOR SEAL AND SIGNATURES DESIGNED: DATE: 5/93 FILE NAME: PROJECT ENGINEER R. C.E.NO. DATE PLAN REVIEW DATE 9 -24 -93 DRAWN: IF THIS BAR DOES SCALE: FIFO eo0x� PAGE: NOT MEASURE I' WASTEtiYATER UTILITY DATE D RECORD DRAWING DPA JEB 9 -24 -93 CHECKED: THEN DRAWING IS MONTGOMERY WATSON R- C. E AG. DATE NOT TO SCALE. NO. I REVISION D`' APPR. DATE SHEET: C -17 DF: 15" CPEP 57UBOUT (2' TYP.) EXIST. CHANNEL I �bo ^ \ F 6" - 8" QUARRY SPALLS LIGHT LOOSE BOULDER CLUSTER 6" DRAIN PIPE WHERE SHOWN RIPRAP, DEFLECTOR (LENGTH AS NOTED) (3 TON) (SEE NOTE BELOW) 1 NOTE: THE CONTRACTOR MAY REMOVE BRIDGE DECKING AS REOUIRED TO PLACE CONCRETE. ANY DAMAGE TO THE BRIDGE SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. ROAD WIDTH DISTANCE - t-UH t-UU/ING I g I ABUTMENT 1 I VARIES ! VARIES 1 I i �, I I i I NTS D INLET MIN. 6" - 8" QUARRY SPALLS ROADWAY 10-2 GRATING 2`-6" MIN. COVER (SEE PLANS FOR SURFACE IMPROVEMENTS) 6" (TYP.) CHANNEL BANK STABILIZATION EXISTING o �-�•�- K- ^;r :-,: a -•[ -w- (WHERE SHOWN) GROUND .~-.. S _ `a WATER SURFACE EXIST. (ELEV.VARIES) — _ _ _ _ CHANNEL INVERT - -, _ 15" CPEP 15 "CPEP EXTEND SPALLS INTO TYPE l CATCH BASIN (LENGTH AS REO'D) STREAM CHANNEL — — - S = 0.0300 (MIN) p---------------- NATIVE (IF SUITABLE) EXTEND CULVERT THROUGH BANK STABILIZATION OR IMPORTED TED GRANULAR NULAR BORROW CUT -OFF TO MATCH SLOPE OF BANK SECTION NTS NOTES.' 1. PROVIDE ENERGY DISSIPATION AT CULVERT OUTFALLS (I.E. LARGE COBBLE OR SMALL BOULDER). ALSO. TO PREVENT "SHOT-GUN" EFFECT ON OPPOSITE BANK. LARGE BOULDER CLUSTERS SHOULD BE PLACED IN CHANNEL AS NEEDED. 2. INSTALL 15" CPEP 6" ABOVE INVERT OF TYPE l CATCH BASIN. 3. TOTAL DEPTH OF TYPE 1 CATCH BASIN IS 3' -61: 4. WHERE DIRECTED ANGLE CROSS CULVERTS DOWNSTREAM A CULVERT (TO AVOID IMPACT TO THE OPPOSITE BANK). VAR W/ CATCH BASIN lUBMITTED WARNING O VZ I PROJECT ENGINEER R. C. E. NO. DA -.E IF THIS BAR DOES NOT MEASURE IS 4 -CEfiC OFT THEN DRAWING MONTGOMERY WATSON NOT TO SCALE. NATIVE z $ACKFILL EXCAVATION LIMIT 2 zz- zs BASEROCK 10 l2 "(MIN THICKNESS) VAR I REPAIR 2' 4' (MIN) EXIST. WOODEN BRIDGE NON- SHRINK GROUT 12" #5 a 12" O.C. E.F_ 3 #4 @ 12" O.C. #5 DOWEL CENTERBULB WATERSTOP N (CONT. AROUND FOOTING) k - - CHANNELFLOWL — / � N #5 E.W. #5 DOWEL 24 "L 3' -0" (MIN) LIGHT LOOSE RIPRAP TOPSOIL 4" (MIN. THICKNESS) ROCK GROIN (MADE W/ 3 MAN TO 5 MAN ROCK) 3 VARIES WATER SURFACE - NORMAL HIGH WATER ( V. VARIES) (ELEV. , QUARRY SPALLS (6" - 8") IN FRONT AND UNDER ROCK GROIN -------- O�A\ \Vii QUARRY SPALLS NOTES (2" - 4") SECTION /. EACH ROCK GROIN INCLUDES APPROX.80 TONS OF ROCK. NTS 2. THE BASE DIMENSIONS OF THE ROCK GROIN SHALL BE APPROVED ROCK GROIN BY THE ENGINEER PRIOR TO CONSTRUCTING THE ROCK GROIN. C CITY OF REN T ON VAR DEPARTMENTS OF PUBLIC WORKS W HONEY CREEK INTERIM REPAIRS RECORD DRAWING REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS WWP -22 -2029 CIVIL DETAILS - 2 SEE ORIGINAL CONTRACT DRAWINGS FOR SEAL AND SIGNATURES R A PLN EVIEW DATE DESIGNED: DATE: 5/93 FILE NAME: 9-24-93 DRAWN: WASTEWATER UTILITY DATE RD RECORD DRAWING DPA JEB 9 -2e -93 CHECKED: SCALE: AS NOTED FIEF BOOK: PAGE: NO. I REVISION I BY I APPR. DATE SHEET: C -IS OF:- 1 „ EXIST. GABION BRIDGpp` i I 1 � i ! I o00. i I � CONCRETE o ---------- - - - - -- ----- - - - - -- - - - - -- - — — — -------------- - -- -- --- ----- — — — — — — — — — — — — — — — — — — — — — — — — Q \ REFERENCE NOTES: ! 5 Tn W N /O CLEANOUT ALL LOOSE MATERIAL UNDER THE EXIST. GABION. O USE ROCK AS FRONT FACE OF FORM WORK. 1 I u O3 USE STANDARD FORMING FOR THE VERTICAL FACES 1 'I 9 O PLACE 3" THICK BASE OF TOP COURSE KEYSTONE 9 1 AS FOUNDATION FOR NEW CONCRETE ABUTMENT. 1 I ! 1 (5 HAND EXCAVATE AS REQUIRED TO CLEAN OUT AREA ROAD WIDTH DISTANCE - t-UH t-UU/ING I g I ABUTMENT 1 I VARIES ! VARIES 1 I i �, I I i I NTS D INLET MIN. 6" - 8" QUARRY SPALLS ROADWAY 10-2 GRATING 2`-6" MIN. COVER (SEE PLANS FOR SURFACE IMPROVEMENTS) 6" (TYP.) CHANNEL BANK STABILIZATION EXISTING o �-�•�- K- ^;r :-,: a -•[ -w- (WHERE SHOWN) GROUND .~-.. S _ `a WATER SURFACE EXIST. (ELEV.VARIES) — _ _ _ _ CHANNEL INVERT - -, _ 15" CPEP 15 "CPEP EXTEND SPALLS INTO TYPE l CATCH BASIN (LENGTH AS REO'D) STREAM CHANNEL — — - S = 0.0300 (MIN) p---------------- NATIVE (IF SUITABLE) EXTEND CULVERT THROUGH BANK STABILIZATION OR IMPORTED TED GRANULAR NULAR BORROW CUT -OFF TO MATCH SLOPE OF BANK SECTION NTS NOTES.' 1. PROVIDE ENERGY DISSIPATION AT CULVERT OUTFALLS (I.E. LARGE COBBLE OR SMALL BOULDER). ALSO. TO PREVENT "SHOT-GUN" EFFECT ON OPPOSITE BANK. LARGE BOULDER CLUSTERS SHOULD BE PLACED IN CHANNEL AS NEEDED. 2. INSTALL 15" CPEP 6" ABOVE INVERT OF TYPE l CATCH BASIN. 3. TOTAL DEPTH OF TYPE 1 CATCH BASIN IS 3' -61: 4. WHERE DIRECTED ANGLE CROSS CULVERTS DOWNSTREAM A CULVERT (TO AVOID IMPACT TO THE OPPOSITE BANK). VAR W/ CATCH BASIN lUBMITTED WARNING O VZ I PROJECT ENGINEER R. C. E. NO. DA -.E IF THIS BAR DOES NOT MEASURE IS 4 -CEfiC OFT THEN DRAWING MONTGOMERY WATSON NOT TO SCALE. NATIVE z $ACKFILL EXCAVATION LIMIT 2 zz- zs BASEROCK 10 l2 "(MIN THICKNESS) VAR I REPAIR 2' 4' (MIN) EXIST. WOODEN BRIDGE NON- SHRINK GROUT 12" #5 a 12" O.C. E.F_ 3 #4 @ 12" O.C. #5 DOWEL CENTERBULB WATERSTOP N (CONT. AROUND FOOTING) k - - CHANNELFLOWL — / � N #5 E.W. #5 DOWEL 24 "L 3' -0" (MIN) LIGHT LOOSE RIPRAP TOPSOIL 4" (MIN. THICKNESS) ROCK GROIN (MADE W/ 3 MAN TO 5 MAN ROCK) 3 VARIES WATER SURFACE - NORMAL HIGH WATER ( V. VARIES) (ELEV. , QUARRY SPALLS (6" - 8") IN FRONT AND UNDER ROCK GROIN -------- O�A\ \Vii QUARRY SPALLS NOTES (2" - 4") SECTION /. EACH ROCK GROIN INCLUDES APPROX.80 TONS OF ROCK. NTS 2. THE BASE DIMENSIONS OF THE ROCK GROIN SHALL BE APPROVED ROCK GROIN BY THE ENGINEER PRIOR TO CONSTRUCTING THE ROCK GROIN. C CITY OF REN T ON VAR DEPARTMENTS OF PUBLIC WORKS W HONEY CREEK INTERIM REPAIRS RECORD DRAWING REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS WWP -22 -2029 CIVIL DETAILS - 2 SEE ORIGINAL CONTRACT DRAWINGS FOR SEAL AND SIGNATURES R A PLN EVIEW DATE DESIGNED: DATE: 5/93 FILE NAME: 9-24-93 DRAWN: WASTEWATER UTILITY DATE RD RECORD DRAWING DPA JEB 9 -2e -93 CHECKED: SCALE: AS NOTED FIEF BOOK: PAGE: NO. I REVISION I BY I APPR. DATE SHEET: C -IS OF:- NATIVE BACKFILL (IF SUITABLE)" OR IMPORTED GRANULAR BORROW — FILTER FABRIC BLANKET) EXCAVATION LIMIT (0.25 - 0.75: 1) EXCAVATE TO STABLE BACKSLOPE- 12 BASE ROCK - DROP SEAT IN QUARRY SPALLS 2" - 4" QUARRY SPALLS (12" LAYER THICKNESS) /- EXIST. GROUND LINE EXIST. OR FINISH FA-1 ROCK LINED VA I DITCH _. 'ALLS (6" THICKNESS! REVEGETATE SLOPE TOPSOIL REVEGETATE SLOPE — (4° THICK. MIN.) WIDTH VARIES WATER SURFACE - NORMAL HIGH WATER 6 (ELEV. VARIES) /�� 6' LOW FLOW NOTCH / (LOCATION AS DIRECTED) 5 MAN 3 MAN 2 MAN 3 MAN 5 MAN 3� 31 E ROCK ROCK ROCK ROCK ROCK TOP OF BANK ----- 1- - - -- i-- - - -T -- — BUTTRE -15 ROCKS I I I I i t I 9 I MAIN WEIR ROCK (SEE SIDE VIEW) ---------- L---------- - - - - -- -- NOTCH ROCK (SEE SIDE VIEW) FL- OOW MAIN WEIR ROCKS (SEE SIDE VIEW) ----- - - - - -- I I I I I I t I i I I # BUTTRESS ROCKS r INDICATES LOW FLOW CHANNEL L (WIDTH AS DIRECTED) TOP VIEW NTS NOTE 1. ALL ROCK SHALL BE KEYED TOGETHER INTO THE ARCH SHAPES SHOWN. 2. SUPPORT ROCKS ARE KEYED IN UNDER AND IN FRONT OF MAIN WEIR ROCKS (SEE SIDE VIEW). MAXIMUM DIMENSION OF ROCK MEASURED PARALLEL TO FLOW 1 3' MIN. ROCKERY WALL CC Q (SEE ROCKERY DETAIL) --- r - - - -, I-----i----T-----r----- I I I = w I t I I I f i i I I t BED CONTROL ROCKS N� MAMA N� cL 10 — - - - - -- -- - - - - -- r— ----- '--------- J i THIS ROCK IS PART OF THE ROCKERY WALL I I SUPPORT ROCKS (SEE SIDE VIEW) QQ FLOW I PLUNGE POOL AREA I \ THIS ROCK IS PART OF THE ROCKERY WALL ------- ----- - � �— - �I J1 - - - - - - -- - - - - -- I - - -- I 1 � + I I I I 1 I 1 t I TOP OF BANK ROCKERY WALL TOP VIEW NTS NOTE 1. ALL ROCK SHALL BE KEYED TOGETHER INTO THE ARCH SHAPES SHOWN. 2. SUPPORT ROCKS ARE KEYED IN UNDER AND IN FRONT OF MAIN WEIR ROCKS (SEE SIDE VIEW). MAXIMUM DIMENSION OF ROCK MEASURED PARALLEL TO FLOW 1 3' MIN. 2° MIN. EMBEDDEDNESS MAXIMUM DIMENSION OF ROCK MEASURED PARALLEL TO FLOW 1 SECTION SIDE VIEW NTS NTS MAIN WEIR ROCK LOW FLOW NOTCH NOTCH ROCK 5' MIN. 12° QUARRY SPALL CC Q FLOW 12" - 24" ROUND = w OD OUP FLOW 2° MIN. EMBEDDEDNESS MAXIMUM DIMENSION OF ROCK MEASURED PARALLEL TO FLOW 1 SECTION SIDE VIEW NTS NTS MAIN WEIR ROCK LOW FLOW NOTCH NOTCH ROCK 5' MIN. PLUNGE POOL AREA 12" - 24" ROUND ROCK (IN POOL) FLOW N� MAMA N� cL 10 v a0 ) 9 -BED CONTROL ROCKS (2 MAN) QQ EXCAVATION LIMIT RAILROAD BALLAST (2"- 4" QUARRY SPALLS) SUPPORT ROCK USIOAV,240 NOTES: RECORD DRAYtING SEE OP'' INAL CONTRACT DRAWINGS B ROCK WEIR 2 SECTION CITY OF RENTON 1. ROCK WEIRS ARE EXPECTED TO REQUIRE: FOR 'SEAL AND SIGNATURES VAR - NTS 7- 9 C.Y. OF 3 TO 4 MAN ROCK 9-24 -93 DEPARTMENT OF PUBLIC WORKS 3 - 5 C.Y. OF RAILROAD BALLAST HONEY CREEK INTERIM REPAIRS 3 - 5 C.Y. OF 6" TO 18" ROUND ROCK REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS 111MITTE1 WARNING 2. THE CONTRACTOR SHALL ESTABLhH (WITH THE ENGINEER) WWP -22 -2029 CIVIL DETAILS - 3 a 1 THE LOW FLOW NOTCH ELEVATION. AN OFFSET HUB SHALL BE �z : PROJECT ENGINEER R. C. E. NO. DATE SET AT EACH WEIR SUITABLE FOR CHECKING THE ELEVATION. DEAN REwEw anrE I DESIGNED DATE: 5/93 FILE NAME: IF THIS BAR DOES I DRAWN: NOT MEASURE I' RD RECORD DP,AN'iNC DPA JEB 9 -25 -53 CHECKED: SCALE: NONE FIELD BOOK: PAGE, THEN DRAWING IS WASTEWATER uT!L:TY DATE MONTGOMERY WATSON R.: -E -No. -DATE NOT TO SCALE. NO. I REVISION BY APPR. I DATE SHEET: C -19 OF: I r I I I I I A I I I I = I I I x I A EXIST. GROUND LINE SURFACE IMPROVEMENTS TOPSOIL (4" THICKNESS) (WHERE SHOWN) 4" - 6" QUARRY SPACES BACKFILL (WITH U'MIN.THICKNESS BEHIND ROCKERY) NATIVE MATERIAL) SIMILAR TO CITY OF RENTON STREAM CHANNEL ROCKERY DETAIL SHT. 4.4 (WIDTH VARIES) SPAWNING GRAVEL -lJf� �(12" THICKNESS) 6" CPEP DRAIN :i 12" MIN. o ) VARIES - - " - " - " =- 1 �' ROAD SURFACE 2./ .1 ��\ 4 f O Z O 6"CPEP OR ,� AIN PIPE ^.` %�' -� OR APPROVED EQUAL OOQ -- - - - - -- - - - -- 0 OQ CLEAN SAND BEDDING - ^: ' ' MIN. AND BACKFILL WRAP FILTER FABRIC ��/� GEO FABRIC <' (NATIVE -WHERE - � (MIRAFI 140 N OR APPLICABLE) _ _ 3 �jj APPROVED EQUAL L 3 RAILROAD BALLAST y>,V (2"- 4 "QUARRY SPALLS) SECTION 18" NOTE. NTS EXCAVATION LIMIT 6" -18 "ROUND ROCK ). THE ROCKERY HEIGHTS ARE NOTED ON THE PLAN SHEETS fib" THICKNESS) 2. BASE ROCKS SHOULD BE DROP SEATED INTO RAILROAD BALLAST. q 6" PERF. PIPE B LOW FLOW VAR C -9 I CHANNEL J. ROCK SIZES ARE SIMILAR TO CITY OF RENTON ROCKERY DETAIL SHEET 4.4. F-Fj ROADSIDE VAR ROCKERY STL x 3 "(WIDTH) r BAR SPACING CIRCULAR STRAP (1YP) (LENGTH AS REO'DlEA) ;4 REBAR (TYP) %2" DIA SS BOLT Y8 (DRILL PIPE TO MATCH HOLES) PLAN NOTES. ). ID OF STL STRAP (BAND) SHALL BE -" LARGER THAN THE OD OF THE CULVERT. 2. TRIM REBAR TO FIT AND WELD THE REBAR TO THE STRAP ALL AROUND ( %g" FILLET). 3. HOT DIP GALVANIZE AFTER FABRICATION. S4029 D INLET GRATING IVARI CITY OF RENTON DEPARTMENT OF PUBLIC WORKS A HONEY CREEK INTERIM REPAIRS RECORD DRAWING REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS CIVIL DETAILS - 4 WARNING SUBMITTED SEE ORIGINAL CONTRACT DRAWINGS W W P- 2 2 - 2 0 2 9 a %z I FOR SEAL AND SIGNATURES DESIGNED, DaTE: 5/93 FILE NAME: PLAN REVIEW DATE PROJECT ENGINEER R.C.E.NO. DATE I DRAWN: IF THIS BAR DOES g -24 -93 NOT CHECKED: SCALE: NONE E D BDDK: PAGEi HE MEASURE I' WASTEWATER DTILITY DA -E RD RECORD DRAWING DPA JEB 9-25 -93 THEN DRAWING IS MONTOGMERY WATSON R. C.ENO. _ - NOT TO SCALE. NO. REVISION I BY APPR. I DATE SHEET:C -2O OF: CITY OF RENTON, WASHINGTON HONEY CREEK INTERIM a - ___ _ _ --------------- _ ______ ___ _ -' 0 ___ ___ --_ -_ - - -- _ Z Jsa U' 4 i IR�1 Q ©° ITTE V kk r -r I r LLJr 'I. THEI mt'I ID� 405 ll��nn `� RIVER 0101 I1� SEWERLINE ACCESS ROAD REPAIRS -PHASE 2 PROJECT NO. S-2029 bbL INV SITE JUNE, 1994 MONTGOMERY W�T50N INDEX OF DRAWINGS SHEET NO. DESCRIPTION G -1 COVER SHEET G -2 ABBREVIATIONS, SYMBOLS AND GENERAL NOTES G -3 STREET LOCATION MAP AND CONTROL POINTS C -1 PLAN IMPROVEMENTS STA.3 +00 TO STA.'5 +80 C -2 PLAN IMPROVEMENTS STA. 14+60 TO STA. 17 +60 C -3 PLAN IMPROVEMENTS STA. 17 +60 TO STA. 20 +80 C -4 PLAN IMPROVEMENTS STA.20 +80 TO STA.23 +80 C -5 PLAN IMPROVEMENTS STA. 23 +80 TO STA. 27 +00 C -6 PLAN IMPROVEMENTS STA. 27 +00 TO STA. 30 +00 C -7 PLAN IMPROVEMENTS STA.30 +00 TO STA.33 +00 C-8 PLAN IMPROVEMENTS STA.33 +00 TO STA. 36 +10 C -9 PLAN IMPROVEMENTS STA. 36 +10 TO STA. 38 +78.50 C -10 BRIDGE NO.2 - STREAM ENHANCEMENTS C -11 BRIDGE NO.3 - REPAIR C -12 CIVIL DETAILS - I C -13 CIVIL DETAILS - 2 C -14 CIVIL DETAILS - 3 C -15 CIVIL DETAILS - 4 C -16 PLANTING PLAN Bellevue. Washington 54029 In association with REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS OV WAS, WATER -SHED nLw MILS ��6 �� FLAN REVIEW DATE UTILITY SYSTEMS DIRECTOR DATE WATER-SHED Y S SYIS!! m � z 142117TH STREET S.E. AUBURN, WA 98002 A Rt WASTEWATER UTILITY DATE MAINTENANCE SERVICES MANAGER DATE o� � � 1206) 725 -4288 0�' vts `- T =4 A -es SSIO AL So EXPIRES: 12 /13/ D VVWP -22 -2029 CITY OF RENTON, WASHINGTON HONEY CREEK SEWERLINE ACCESS ROAD INTERIM REPAIRS PROJECT NO. 5 -2029 ___ ___- - __ __= =- 1p �� j � ITT Kzsl OTT I I IIIYJ Nf \ 1�� LOCATION MAP jka IV Iry SITE RECORD DRAINING SEE ORIGINAL CONTRACT DRAWINGS FOR SEAL AND SIGNATURES 9 -24 -93 MAY, 1993 MONTGOMERY WATSON Bellevue, Washington In association with INDEX OF DRAWINGS SHEET NO. DESCRIPTION G -1 Cover Sheet G -2 Abbreviations. Symbols and General Notes G -3 Street Location Map and Control Points C -1 Plan Improvements Sta.0 +00 to Sto.3 +00 C -2 Plan Improvements Sta.3 +00 to Sta.5 +80 C -3 Plan Improvements Sta.5 +80 to Sta.8 +80 C -4 Plan Improvements Sta.8 +80 to Sto.11 +80 C -5 Plan Improvements Sto.11 +80 to Sta.14 +60 C -6 Plan Improvements Sta.14 +60 to Sta.17 +60 C -7 Plan Improvements Sta.17 +60 to Sta.20 +80 C -8 Plan Improvements Sta.20 +80 to Sta.23 +80 C -9 Plan Improvements Sta.23 +80 to Sta.27 +00 C -10 Plan Improvements Sta.27 +00 to Sta.30 +00 C -11 Plan improvements Sto.30 +00 to Sta.33 +00 C -12 Plan improvements Sta.33 +00 to Sta.36 +10 C -13 Plan Improvements Sto.36 +10 to Sta.38 +78.50 C -14 Bridge No. I - Repair C -15 Bridge No. 2 - Repair C-16 Bridge No.3 - Repair C -17 Civil Details -1 C -18 Civil Details - 2 C -I9 Civil Details - 3 C -20 Civil Details - 4 REVIEWED FOR COWLIANCE TO CITY'S STANDARDS PLAN REVIEW DATE UTILITY SYSTEMS DIRECTOR DATE WASTEWATER UTILITY DATE MAINTENANCE SERVICES MANAGER DATE VVWP -22 -2029 I Y I I I I I A I I I I I' I I I 3 I z I = I x I I I z 7 - IX I I I I I AI I I I I I I I% I Y I Y I A I I 1 i I .$ F 4 s T ABBREVIATIONS GENERAL LEGEND GENERAL NOTES: ABB ABBREVIATIONS EA EACH L LENGTH RPM RELVOLUTIONS PER MINUTE OR -" ' - EXISTING STRUCTURE - -'- - = ASPHALT LIMITS 1. COORDINATE SYSTEM FOR THE PROJECT IS AN ASSUMED SYSTEM BASED ON THE ACI AMERICAN CONCRETE INSTITUTE EF EACH FACE LAT LATERAL REINFORCED PLASTIC MORTAR -- -'-- - -' -'- FENCE PROPOSED SEWER LINE COORDINATES SHOWN IN THE COORDINATE SUMMARY. AC ACRES / ASBESTOS CEMENT E EAST LC LENGTH OF CURVE RR RAILROAD SURVEY BASELINE -'; •'• CONCRETE 2• VERTICAL CONTROL DATUM IS CITY OF RENTOf* ELEVATIONS OF CONTROL POINTS ARE SHOWN ON SHEET G -3. ACP ASBESTOS CEMENT PIPE ECC ECCENTRIC LF LINEAL FOOT [FEET) RT RIGHT -- RIGHT -OF -WAY LINE RISC AMERICAN INSTITUTE OF ESMT EASEMENT LP LIGHT POLE R/W RIGHT OF MAY _ EXISTING MANHOLE TREES 3. UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND BASED ON INFORMATION PROVDED BY THE THE `ON€ ALUM STEEL CONSTRUCTION ALUMINUM ED EDGE OF OIL LN LONG ___ _IR.SDR --- STING UTILITY PROPERTY LINE INDIVIDUAL AGENCIES, ACTUAL LOCATION MAY VARY. THE CONTRACTOR SHALL CALL N CALL' CENTER AT I- 800-424 -5555 FOR UTILITY MARKING 48 HOURS N ADVANCE OF ANY ANSI AMERICAN NATIONAL ECR EN) CURB RETURN LOO LARGE ORGANIC DEBRIS S SAN SOUTH, SCUM, SINK, SANITARY ROAD RECONSTRUCTION EXCAVATION. STANDARDS INSTITUTE ELEVATION (ELEV.) lS LUMP SUM SCI) SCREWED (PROPOSED 4. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE VERIFIED BY THE CONTRACTOR 4. APPROX APPROXIMATE EO EQUAL LEFT SCH SCHEDULE RAISE � N ADVANCE OF CONSTRUCTION. AR ASA AIR RELEASE VALVE AMERICAN STANDARDS EVC OR EOUATION END VERTICAL CURVE LT LWL LOW WATER LEVEL SD STORM GRAN OSSEp 5. STATIONING SHOWN IS ALONG THE SURVEY BASELINE AS DEFINED BY THE CONTROL POINTS. ASSOCIATION (IOW ANSI) EW EACH WAY MAX MAXIMUM SEC SECTION CDC;I � ROCKERY (PROPOSED) 6. CITY OF RENTON STD. DETAILS ARE LOCATED WITHIN THE BOUND CONTRACT SPECIFICATIONS. ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS EXIST EXISTING IE MEC�L ETD SHT SHEET - - - - - ROCKERY (EXISTING) 7, THE HOURS OF WORK SHALL BE LIMITED TO 8:00 A.M. TO 5.00 P.M. ON WEEKDAYS ASTM AMERICAN SOCIETY FOR (COLLARED TYPE) SIM SIMILAR - ' - -" ' GABION (EXISTING) UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS TESTING AND MATERIAL EXPJ7 EXT EXPANSION JOINT EXTERIOR W MECHANICAL JOINT SL SLOPE OR SURVEY LINE - _ - - - -- AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS N ADVANCE. THE POLICE DEPARTMENT. AVAR AIR VACUUM AND NIH MANHOLE SPECS SPECIFICATIONS FIRE DEPARTMENT. AND 911 SHALL BE NOTIFIED BY THE CONTRACTOR 24 HOURS N ADVANCE. AIR RELEASE VALVE AVE AVENUE FN FINISH MAN Mme( SO SQUARE 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND FD FLOOR MISC MISCELLANEOUS SANITARY SEWER GENERAL WORK APPROACH ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. AWS AWWA AMERICAN WELDING ASSOCIATION AMERICAN WATER WORKS F TO F DRAIN FACE TO FACE MARK MARKER SS ST STREET 9, A COPY OF THE APPROVED PLANS AND SPECIFICATIONS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ASSOCIATION FIN GR FINISHED GRADE WIL MONUMENT LINE STA STATION MAON MOMAEIiT THE PROJECT S LINEAR BEGINNING NEAR THE EXISTING PUMP STATION AT N.E. 27TH ST. 10. ASSIGNMENT CONTRACTOR'S RESPONSIBILITIES AND OBLIGATION FOR LOCATING. PROTECTING BFR BACK FLOW PREVENTER FM FIRE HYDRANT MASL MEAN SEA LEVEL LEVEL STD STANDARD AND EXTENDING UPSTATIOi ALONG THE EXISTING NARROW ACCESS ROAD. RECONSTRUCTION WORK SHALL BEGIN AT THE FIRST AREA NOTED FOR REPAIR AND EXTEND UPSTATION AS AND REPAIRING G DAMAGE TO EXISTING UNDERGROUND UTILITIES IS SHOWN N SECTION h0707 BK BACK FL FLOWLNE / FLANGE STL STEEL WORK PRO((�iESSES. WORK SHALL FOLLOW THE GENERAL OUTLINE NOTED BELOW. OF THE SPECIAL PROVISIONS. BLDG BUILDING FLGD FLANGED MLTCP MORTOR LNEG! AND TAPE COATED PIPE STN STL STAINLESS STEEL ROAD REPAIR AREAS: IL ALL WORK IS SHOWN SCHEMATICALLY (I.e.: ENOUGH DETAIL ON DRAWINGS TO SHOW NTENTL ALL ITEMS WILL BE FIELD FIT BY THE CONTRACTOR TO MATCH INTO EXISTING CONYTIONS. BLD FLG BLIND FLANGE FLR FLOOR N NORTH STRUCT STRUCTURAL OR STRUCTURE BM BENCH MARK FIND FOUND NO NUMBER SY SQUARE YARD L INSTALL EROSION/ SEDIMENTATION CONTROLS. 12. THE LARGE ORGANIC DEBRIS (LOD) NOTED HERE -IN IS DEFINED AS LOGS, ROOTWADES. ETC. WHICH ARE SUITABLE FOR USE IN STREAM STABILIZATION/ FISHERIES ENHANCEMENT WORK. BO BLOW -OFF ASSEMBLY FPM FEET PER MINUTE NTS NOT TO SCALE 2. CLEAR AND GRUB AREAS REOURNG EXCAVATIOf. STOCKPILE ANY MATERIALS DESIGNATED BOT BOTTOM FPS FEET PER SECOND OC ON CENTER T TELEPHONE BY THE ENGINEER TO BE USED N THE STREAM STABILIZATION/ FISHERIES ENHANCEMENT WORK. 13. THROUGHOUT PROJECT AREA THE ENGINEER MAY DESIGNATE AREAS FOR REVEGETATION. LOD PLACEMENT OR OTHER HABITAT IMPROVEMENTS NOT SPECIFICALLY NOTED ON THESE BRG BEARING FT FEET OR FOOT QO OUTSIDE DIAMETER T & B TOP AND BOTTOM 3. CONSTRUCT ROAD REPAIRS - LIMIT OPEN WORK AREA TO 200'. MAX. PLANS. B & S BELL AND SPIGOT FTG FOOTING ORIGINAL T & G TONGUE AND GROOVE 14. THE CONTRACTOR SHALL PLACE ANY WASTE MATERIALS SUITABLE FOR LOD AS DIRECTED BV BUTTERFLY VALVE oMG TAN TANGENT 4. FINISH GRADE AND CLEANUP ALL CONSTRUCTED AREAS. BY THE ENGINEER. G GAS p POLE TB TELEPHONE BOX 5. INSTALL PLANTINGS AND HYDROSEED ALL DISTURBED AREAS. 15. ELEVATION OF FINISH GRADE FOR ROADWAY RECONSTRUCTION SHALL MATCH THE EXIST. GRADE: BVC BEGIN VERTICAL CURVE GAGE PC POINT OF CURVATURE CONTRACTOR SHALL ESTABLISH GRADE WITH STRING LINE AND OFFSET GRADE TO THE SIDE OF CB CATCH BASIN GA TBE THREAD BOLT ENDS 6. REMOVE EROSION/ SEDIMENTATION CONTROLS. ROADWAY AT 50 FT. INTERVALS. CE CONSTRUCTION EASEMENT GALV GALVANIZED PCC PE PONT OF COMPOUND UND CURVATURE PLAN END TBC TOP OF BACK OF CURB 16. FINISH GRADE FOR RAISE ROAD GRADE SHALL BE DETERMINED IN THE FIELD USING STRING LINE GP GALVANIZED IRON PPE PIED PEDESTAL TOP TOP OF PIPE STREAM/ FISHERIES ENHANCEMENT- OR OTHER APPROVED METHOD. CFH CUBIC FEET PER HOUR GPO GALLONS PER DAY PELF PERFORATED TBM TEMPORARY BENCH MARK L SCHEDULE ELECTRO- SHOCKW (OF FISH) WITH THE CITY 48 HOURS IN ADVANCE. OF 17. ALL FINISH GRADE ELEVATIONS SHALL BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR CFM CUBIC FEET PER MINUTE GPH GALLONS PER HOUR PI POINT OF INTERSECTION TEl TELEPHONE CONSTRUCTION' TO CONSTRUCTION OF THE WORK. CFS CUBIC FEET PER SECOND GPM GALLONS PER MINUTE PK NAIL TEMP' TEMPORARY Z. INSTALL STREAM DIVERSION AROUND THE WORK AREA USING SANDBAG DIKES, CULVERTS 18. THE CONTRACTOR SHALL PROVIDE SMOOTH ROAD TRANSITIONS TO AND FROM ALL AREAS CHK V CHECK VALVE PL PL PLATE OR PROPERTY LNf TH THICK OR THICKNESS OR OTHER ACCEPTABLE MEANS APPROVED BY THE ENGINEER DESIGNATED TO BE RECONSTRUCTED OR RAISED. TRANSITION SLOPES SHALL NOT EXCEED CIP CAST IRON PIPE GiD GLADE OR GROUND POC POINT ON CURVE TM TELEPHONE MANHOLE 3. CONSTRUCT STREAM/ FISHERIES ENHANCEMENTS MAINTAINING THE SEPARATION OF THE I VERT TO 20 HORIZ (5%). CL CENTER LINE GR BRK GRADE CHANGE POT POINT O_ d TANGENT TP ONE POLE OR TELEPHONE WORK FROM THE STREAM. CMP CORRUGATED METAL PPE GV GATE VALVE PP POWER POLE TELEGRAPH POLE 4. REMOVE THE STREAM DIVERSION, AS APPROVED BY THE ENGINEER. CMPA CORRUGATED METAL PIPE ARCH PRESS PRESSURE TYP TYPICAL 5. PLANT MATERIAL USED FOR LIVESTAKNG WILL BE COLLECTED CO CLEANOUT pRC POINT' OF REVERSE CUB IN THOSE AREAS NOTED ON THE DRAWINGS AND AS APPROVED BY THE ENGINEER COB CLEANOUT BOX HAP HORIZONTAL ANGLE PONT PRV PRESSURE REGULATING. RELIEF UG UNDERGROUND 6, INSTALL PLANTINGS AS SHOWN AND HYDROSEED ALL ON -SHORE DISTURBED AREAS. HORIZ HORIZONTAL OR REDUCING VALVE UGC UNDERGROUND CONDUIT COL COLUMN HWL HIGH WATER LEVEL PSF POUNDS PER SQUARE FOOT USGS UNITED STATES GEOLOGICAL CONC CONCRETE HWY HIGHWAY PSI POUNDS PER INCH SURVEY.. CCP CONCRETE CYLINDER PIPE HPI HORIZONTAL' POINT OF PT .SQUARE PONT POINT � TANGENCY OR POINT C VERTICAL CURVE CTR CENTER INTERSECTION PVC VINYL POLY CHLORIDE VCP VITRIFIED CLAY PIPE CY CUBIC YARDS PVMT PAVEMENT VERT VERTICAL CLR CLEAR ID INSIDE DIAMETER PWR POWER VOL VOLUME COORD COORDINATE N (NCH OTy QUANTITY VPi. VERTICAL POINT CONT CONTINUOUS IE INVERT ELEVATION OF ,INTERSECTION COMPT CONST COMPACT OR COMPACTION CONSTRUCTION OR CONSTRUCT INST INSTALLATION OR INSTALL R RC RADIUS REINFORCED CONCRETE WM WATER METER /WATER MAN CPEP CORRUGATED POLYETHYLENE PIPE INV INVERT RCP REINFORCED CONCRETE PIPE W WEST OR WATER IPS IRON PIPE SIZE W/ WITH DET DETAIL IRRG IRRIGATION RD ROAD WT WEIGHT DI DUCTILE IRON RDwD REDWOOD DIA DIAMETER RED REDUCER OR REDUCING WWM WELDED WIRE MESH DIP DUCTILE IRON PIPE REF REFERENCE OR REFER W/O WITHOUT DIST DISTANCE WV WATER VALVE DIP DUCTILE IRON PIPE REINF REINFORCING OR REINFORCED W LAT WATER LATERAL ON DOWN REOD REQUIRED DWG DRAWING RP RADIUS POINT YD YARD SECTION AND DETAIL IDENTIFICATION NOTE DETAIL IDENTIFICATION DETAIL IDENTIFICATION DETAIL LETTER -�� H DRAWING ON WHIC }� D /C -6 DETAIL APPEARS W DETAIL SHOWN AN DRAWING G -I AS: FT- -,—DETAIL LETTER SECTION IDENTIFICATION DRAWING ON WHICH I G/, -12 "" 4S4w2O29 (1) SECTION CUT SHOWN ON DRAWING AS: SECTION NUMBER DETAIL APPEARS CITY OF REINTON (2) ON SHEET NUMBER GC -I THIS DETAIL IDENTIFIED AS: DEPARTMENT OF PUBLIC WORKS —DRAWING ON WHICH SECTION APPEARS DETAIL LETTER HONEY CREEK INTERIM REPAIRS G-2 DETAIL NAME A ­F_--- RECORD DRAWING SEE ORIGINAL CONTRACT DRAWINGS AND yjjy�P -22 -2029 ABBREVGENORAL NOTES suaMiTTEO WARNING G -I DRAWING FROM wwcH DETAIL APPEARS FOR SEAL AND SIGNATURES I DESIGNED: DRAWN: DATE: 593 FILE NAME: O Vi I PROJECT ENGINEER R.C.E. \�. DACE SCALE: NONE FIELD BOON: PAGE IF THIS BAR DOES NOT MEASURE I' D RECORD DRAVYGJG CHECKED: I DPA JEB 9 -24 -93 THEN DRAWING IS BY APPR. I DATE SHEET: G -Z OF: MONTGOMERY WATSON R. c. E. N0. DATE NOT TO SCALE. NC. I REVISION IX I I I I I AI I I I I I I I% I Y I Y I A I I 1 i I .$ F 4 s T ABBREVIATIONS GENERAL LEGEND GENERAL NOTES. ABB ABBREVIATIONS EA EACH L LENGTH RPM RELVOLUTIONS PER MM)TE OR EXISTING STRUCTURE -- - - - - -- ASPHALT LIMITS L COORDINATE SYSTEM FOR THE PROJECT IS AN ASSUMED SYSTEM BASED ON THE ACI AMERICAN CONCRETE INSTITUTE EF EACH FACE LAT LATERAL REINFORCED PLASTIC MORTAR -' - ` -- FENCE --- - - - - -- PROPERTY LINE OR EASEMENT COORDINATES SHOWN IN THE COORDINATE SUMMARY. AC ACRES / ASBESTOS CEMENT E EAST LC LENGTH OF CURVE RR RAILROAD - - - EXISTING SEWER LINE _ - - , .. CONCRETE 2• VERTICAL CONTROL DATUM IS CITY OF RENTON; ELEVATIONS OF CONTROL POINTS ARE ACP ASBESTOS CEMENT PPE ECC ECCENTRIC LF LINEAL FOOT (FEET) RT RKR7 -__ -_ ____ -'• •• RIGHT-OF-WAY LINE SHOWN ON SHEET G -3. RISC AMERICAN INSTITUTE OF ESMT EASEMENT LIGHT POLE R/W RIGHT OF NAY -' TREES - -- '...:' - EXISTING MANHOLE = 3. UTILITY LOCATIONS SHOWN ARE APPROXIMATE ANQ BASED ON INFORMATION PROVED BY THE STEEL CONSTRUCTION ALUM ALUMINUM ED EDGE OF OIL LP LN LONG -" -- - : :. - - EXISTING UTILITY INDIVIDUAL AGENCIES, ACTUAL LOCATION MAY VARY. THE CONTRACTOR SHALL CALL THE 'ONE CALL' CENTER AT 1 -800- 424 -5555 FOR UTILITY MARKING 48 HOURS N ADVANCE OF ANY ANSI AMERICAN NATIONAL ECR END CURB RETURN LOD LARGE ORGANIC DEBRIS 5 SOUTH, SCUM, SINK, SAN SANITARY ROAD RECONSTRUCTION EXCAVATION. STANDARDS INSTITUTE E- ELEVATION (ELEV•) LS LUMP SUM SCD SCREWED QRROPOSED) 4. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE VERIFED BY THE CONTRACTOR APPROX APPROXIMATE RAISE ROAD GRADE IN ADVANCE OF CONSTRUCTION. AR AIR RELEASE VALVE EO EQUAL OR EQUATION LT LEFT SCH SCHEDULE ® (PROPOSED) 5. STATIONING SHOWN IS ALONG THE SURVEY BASELINE AS DEFINED BY THE CONTROL POINTS. ASA AMERICAN STANDARDS ASSOCIATION WOW ANSI) EVC END VERTICAL CURVE LWL LOW WATER LEVEL MAX MAXIMUM SD STORM GRAN SEC SECTION OOOCDC C> ROCKERY (PROPOSED) 6. CITY OF RENTON STD. DETAILS ARE LOCATED WITHIN THE BOUND CONTRACT SPECffICA71Ot(5, ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS �' EACH WAY EXIST EXISTING IE MECHANICAL END SHT SHEET ROCKERY ( � ) 7 , THE HOURS OF WORK SHALL BE LIMITED TO 8:00 A.M. TO 5 :00 P.M. ON WEEKDAYS AS7M AMERICAN SOCIETY FOR (COLLARED TYPE) Sim SIMILAR B UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS TESTING AND MATERIAL EXPJ7 EXPANSION JOINT MJ MECHANICAL JOINT _ GABION (EXISTING) - '" AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR BE APPROVED BY AVAR AIR VACUUM AND EXT EXTERIOR MIL MANHOLE SL SLOPE OR SURVEY LINE ADVANCE. E. TI THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. iFE POLICE DFFARTMENT, 2 FIRE DEPARTMENT, AND 911SHALL BE NOTIFIED BY THE CONTRACTOR 24 HOURS N ADVANCE. AIR RELEASE VALVE SPECS SPECIFICATIONS FN FINISH1 6( SQ SQUARE B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND AVE AVENUE MSC MISCELLANEOUS ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. AWS AMERICAN WELDING ASSOCIATION FD FLOOR GRAN SS STREET SEWER GENERAL WORK APPROACH WORKS AWWA AMERICAN WATER WORKS F TO F FACE TO FACE MIRK MARKER ST STREET 9, A COPY OF THE APPROVED PLANS AND SPECIFICATIONS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ASSOCIATION FIN GR FINISHED GRADE M- MONUMENT LIE ML STATION NOI �WNIIMENT PROJECT S LINEAR BEGINNING NEAR THE EXISTING PUMP STATION AT N.E. 27TH ST. NO ASSIGNMENT OF CONTRACTOR'S RESPONSIBILITIES AND OBLIGATION FOR LOCATING, PROTECTING BFR BACK FLOW PREVENTER FN FIRE HYDRANT MSL TEAM SEA LEVER- STD STANDARD STEEL AND EXTENDING UPSTATION ALONG THE EXISTING NARROW ACCESS ROAD. RECONSTRUCTION ON WORK SHALL BEGIN AT THE FRST AREA NOTED FOR REPAIR AND EXTEND UPSTATION AS AND REPAIRING DAMAGE TO EXISTING UNDERGROUND UTILITIES IS SHOWN N SECTION ( -07J7 OF THE SPECIAL PROVISIONS. BK BACK FL FLOWLNE / FLANGE NLTCP MORTOR LIED AND TAPE STL WORK PROGRESSES. WORK SHALL FOLLOW THE GENERAL OUTLINE NOTED BELOW. BLDG BUILDING FLGD FLANGED COATED PPE STN STL STAINLESS. STEEL ROAD REPAIR AREAS: 0, ALL WORK IS SHOWN SCHEMATICALLY (I.e.: ENOUGH DETAIL ON DRAWINGS TO SHOW INTENT). ALL ITEMS WILL BE FIELD FIT BY THE CONTRACTOR TO MATCH INTO EXISTING CONDITIONS. BLD FLG BLIND FLANGE FLR FLOOR N NORTH STRUCT STRUCTURAL OR STRUCTURE BM RENCH MARK FIND FOUND NIC NOT IN CONTRACT NUMBER UMBER SY SQUARE YARD L INSTALL EROSION/ SEDIMENTATION CONTROLS. 12. THE LARGE ORGANIC DEBRIS (LOD) NOTED HERE -1N IS DEFINED AS LOGS, ROOTWADS. ETC. WHICH ARE SUITABLE FOR USE IN STREAM STABILIZATION/ FISHERIES ENHANCEMENT WORK. FPM FEET PER MINUTE NTS NOT TO SCALE 2. CLEAR AND GRUB AREAS REQUIRING EXCAVATION. STOCKPILE ANY MATERIALS DESIGNATED BO BLOW-OFF ASSEMBLY BY THE ENGINEER TO BE USED IN THE STREAM STABILIZATION/ FISHERIES ENHANCEMENT 13. THROUGHOUT PROJECT AREA THE ENGINEER MAY DESIGNATE AREAS FOR REVEGETATION, BOT BOTTOM FPS FEET PER SECOND T TELEPHONE WORK. LOD PLACEMENT OR OTHER HABITAT IMPROVEMENTS NOT SPECIFICALLY NOTED ON THESE BRG BEARING FT FEET OR FOOT OC ON CENTER OD OUTSIDE DIAMETER T & B TOP AND BOTTOM 3. CONSTRUCT ROAD REPAIRS -LIMIT OPEN WORK AREA TO 200'. MAX. PLANS. B & S BELL AND SPIGOT FTO FOOTING T & G TONGUE AND GROOVE 14. THE CONTRACTOR SHALL PLACE ANY WASTE MATERIALS SUITABLE FOR LOD AS DIRECTED BV BUTTERFLY VALVE ORIG ORIGIiAL P POLE TAN TANGENT 4. FKSH GRADE AND CLEANUP ALL CONSTRUCTED AREAS. 5. INSTALL PLANTINGS AND HYDROSEED ALL DISTURBED AREAS. BY THE ENGINEER. 15. ELEVATION OF FINISH GRADE FOR ROADWAY RECONSTRUCTION SHALL MATCH THE EXIST. GRADE: BVC BEGIN VERTICAL CURVE G GAS Gp GAGE PC PONT OF CURVATURE TB TELEPHONE BOX TBE THREAD BOLT ENDS 6. REMOVE EROSION/ SEDIMENTATION CONTROLS. CONTRACTOR SHALL ESTABLISH GRADE WITH STRING LINE AND OFFSET GRADE TO THE SIDE OF ROADWAY AT 50 FT. INTERVALS. CB CATCH BASIN GALV GALVANIZED PCC PORT OF COMPOUND CURVATURE TBC TOP OF BACK OF ClAffi 16. FINISH GRADE FOR RAISE ROAD GRADE SHALL BE DETERMINED IN THE FIELD USING STRING LINE CE CONSTRUCTION EASEMENT PE PLAN END STREAM/ FISHERIES ENHANCEMENT: OR OTHER APPROVED METHOD. CFH CUBIC FEET PER HOUR (AP GALVANIZED IRON PPE GPI) GALLONS PER DAY PIED PEDESTAL PERF PERFORATED TOP TOP OF PIPE TBM TEMPORARY BENCH MARK L SCHEDULE ELECTRO- SHOgC1NG (OF FISFO WITH THE CITY 48 HOURS IN ADVANCE, OF 17. ALL FINISH GRADE ELEVATIONS SHALL BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR CFM CUBIC FEET PER MINUTE PI POINT � INTERSECTION TEL TELEPHONE CONSTRUCTION TO CONSTRUCTION OF THE WORK. CFS CUBIC FEET PER SECOND GPH GALLONS PER HOUR PK PK NAIL TEMP TEMPORARY 7- INSTALL STREAM DIVERSION AROUND THE WORK AREA USING SANDBAG DIKES. CULVERTS I& THE CONTRACTOR SHALL PROVIDE SMOOTH ROAD TRANSITIONS TO AND FROM ALL AREAS CHK V CHECK VALVE GPM GALLONS PER MINUTE PL PLATE OR PROPERTY LINE TH THICK OR THICKNESS OR OTHER ACCEPTABLE MEANS APPROVED BY THE ENGINEER DESIGNATED TO BE RECONSTRUCTED OR RAISED. TRANSITION SLOPES SHALL NOT EXCEED GIRD GRADE OR GROUND I YERT TO 20 HORIZ (5%). CIP CAST IRON PIPE CL CENTER LINE GR BRK GRADE BREAK OR GRADE CHANCE p� RIT 4N C(lIiYE POT POINT ON TANGENT TM TELEPHONE MANHOLE TELEPHONE POLE OR 3. CONSTRUCT STREAM! FISHERES ENHANCEMENTS MAINTAINING THE SEPARATION OF THE WORK FROM THE STREAM. CMP CORRUGATED METAL PPE PP POWER POLE TELEGRAPH POLE 4. REMOVE THE STREAM DIVERSIOI,AS APPROVED BY THE ENGINEER. GV GATE VALVE TYP TYPICAL CMPA CORRUGATED METAL PIPE ARCH PRESS PRESSURE 5. PLANT MATERIAL USED FOR LIVESTAKNG WILL BE COLLECTED IN THOSE AREAS NOTED ON THE DRAWINGS AND AS APPROVED BY THE ENGINEER. CO CLEANOUT COB CLEANOUT BOX HAP HORIZONTAL ANGLE POINT PRC POINT OF REVERSE CURVE PRV PRESSURE REGULATING, RELIEF UG UNDERGROUND & INSTALL PLANT94CS AS SHOWN AND HHYDROSEED ALL ONSHORE DISTURBED AREAS. HOPoZ HORIZONTAL OR REDUCING VALVE UGC UNDERGROUND CONDUIT COL COLUMN HWL HIGH WATER LEVEL PSF POUNDS PER SQUARE FOOT USGS UNITED STATES GEOLOGICAL CONIC CONCRETE HWY HIGHWAY PSI POUNDS PQuNDS PER SQUARE INCH ', CCP CONCRETE CYLINDER PIPE HPI HORIZONTAL POINT Pt POINT OF TANGENCY OR POINT VC VERTICAL CURVE CTR CENTER INTERSECTION PVC POLYVINYL CHLORIDE VC? VITRIFIED CLAY PIPE CY CUBIC YARDS PVMT PAVEMENT VERT VERTICAL CLR CLEAR ID INSIDE DIAMETER PWR POWER VOL VOLUME COORD COORDINATE IN INCH OTY QUANTITY VPI VERTICAL POINT CONT CONTINUOUS IE INVERT ELEVATION OF INTERSECTION COMPT COMPACT OR COMPACTION R RADIUS CONST CONSTRUCTION OR CONSTRUCT INST INSTALLATION OR INSTALL RC REINFORCED CONCRETE WM WATER METER / WATER MAN CPEP CORRUGATED POLYETHYLENE PIPE INV INVERT RCP REINFORCED CONCRETE PIPE W WEST OR WATER IPS IRON PIPE SIZE W/ WITH DET DETAIL IRRG IRRIGATION RD ROAD WT WEIGHT DI DUCTILE IRON ROWE) REDWOOD DIA DIAMETER RED REDUCER OR REDUCING WWM - WELDED WIRE MESH DIP DUCTILE IRON PIPE REF REFERENCE OR REFER W/0 WITHOUT DIST DISTANCE WATER VALVE - DIP DUCTILE IRON PIPE RER� REINFORCING OR REINFORCED FORCED W LAT WATER LATERAL ON DOWN REOD REQUIRED DWG DRAWING RP RADIUS POINT YD YARD SECTION AND DETAIL IDENTIFICATION og Wesq NOTE DETAIL IDENTIFICATION DETAIL IDENTIFICATION - z� DETAIL LETTER SHEET ON WHICH D /C -6 DETAIL APPEARS (O DETAIL CALL -OUT SHOWN ON SHEET C -I AS: �oP orm s 1$G Fs`r)ONAI. SECTION IDENTIFICATION FT-', �- DETAIL LETTER I C -2 -SHEET ON WHICH WAG �I�-- IcnPIRES: 12/13/ (D SECTION CUT SHOWN ON SHEET AS: SECTION NUMBER DETAIL APPEARS CITY OF RENTON (2)ON SHEET NUMBER C -2 THIS DETAIL IDENTIFIED AS: DEPARTMENT OF PUBLIC WORKS SHEET ON WHICH SECTION APPEARS DETAIL LETTER HONEY CREEK INTERIM REPAIRS - PHASE 2 C -2 DETAIL NAME ,tl, ,-----^ ABBREVtAT10NS; SYMBOLS AND WWP -22 -2029 GENERAL NOTES suaMNTEO WARNING G -t DRAWING FROM WHICH DETAIL I oESICNEO: DATE: 6/94 FILE NAME. a V2 I IS REFERENCED (IF DETAIL PROJECT ENGINEER R. C.E.NO. DATE IS REFERENCE FROM VARIOUS SHEETS, SHEET NUMBER IS j DRAWN: NONE IF THIS BAR DOES NOT MEASURE I, NOT WITH 'VAR') i CHECKED: SCALE: FIELD BOOK: PAGE: THEN DRAWING IS MONTGOMERY WATSON R. C. E. NO. DATE NOT TO SCALE. NO. REVISION BY APPR. DATE SHEET: G -2 OF: - CONTROL P,?INTS FOlNT LY.oVIA47£ N fuoTJOV L>E3Li9JPrJLiV A047NJAC £ASTJAV 3 190089.0096 1667822.5174 203.3 CTRL. PT. 4 189932.2208 1667895.3668 208.7 CTRL. PT. 5 189900.5606 1667941.3882 208.7 CTRL. PT. 6 189769.2624 1668033.4761 213.1 CTRL. PT. 7 189679.2142 1668146.2932 217.8 CTRL. PT. 8 189633.5081 1668170.6739 219.4 CTRL. PT. 9 189588.6158 1668187.7602 221.5 CTRL. PT. 10 189552.3332 1668196.1470 223.4 CTRL. PT. 11 189495.1903 1668208.4032 226.5 CTRL. PT. 12 189404.3242 1668227.5370 228.9 CTRL. PT. 13 189273.3871 1668258.5626 238.2 CTRL. MON. 14 189156.3890 1668296.3049 239.5 CTRL MON. 15 189129.9409 1668352.2606 241.3 CTRL. MON. 16 189115.5054 1668431.2386 245.7 CTRL. MON. 17 189056.8920 1668526.4503 246.6 CTRL. MON. 18 189008.0114 1668555.0021 249.1 CTRL MON. 19 188935.5024 1668581.6386 252.5 CTRL. MON. 20 188859.3838 1668616.3251 255.9 CTRL. MON. 21 188763.3816 1668669.5601 260.4 CTRL. MON. 22 188705.9211 1668734.8690 265.0 CTRL. MON. 23 188698.4029 1668844.1649 268.2 CTRL. MON. 24 188667.2222 1668977.8772 272.8 CTRL. MON. 25 188488.6328 1669144.1250 279.7 CTRL. MON. 26 188457.0810 1669207.7740 286.5 CTRL. MON. 27 188360.5340 1669224.5851 286.2 CTRL. MON. 28 188257.6587 1669248.0561 292.6 CTRL. MON. 29 188209.2675 1669290.2998 298.2 CTRL. MON. 30 188171.1150 1669319.9003 297.7 CTRL. MON. 31 188099.0893 1669458.3638 298.7 CTRL. MON. 32 188018.4132 I 1669542.5688 301.9 CTRL. MON. 33 187953.8485 1669578.4477 303.3 CTRL. MON. 34 187918.4918 1669594.5206 306.8 CTRL. MON. 35 187889.7604 1669631.9543 308.7 CTRL. MON. 36 187850.9386 1669683.1157 310.6 CTRL. MON. 37 187809.6571 1669728.3199 312.3 CTRL. MON. 38 187707.0823 1669784.9926 - - 39 187673.2611 1669843.2604 - - 40 187653.6807 1669920.3005 - - 41 187.656.5229 1670032.7601 - - 42 187628.3101 1670076.2594 - - 43 187608.1983 1670134.6730 - - SUBMITTED WARNING 0 12 I PROJECT ENGINEER R. C_ E. \G. DATE 1� IF THIS BAR DOES NOT MEASURE I' THEN DRAWING IS MONTGOMERY WATSON R. C. E. r:O. wTE NOT TO SCALE. I� SCALE. I'= 200' AV£ _ ......... A., arm sr h; PT. NO. 16 m/ - 's£ := - PT. NO. 17 ' = N � PT. NO. P . NO. 19 ` PT. NO.-20 1 - PT. NO. 21 PT. NO. 22 PT. NO. 23 PT NO. 24 _ PT. NO. 25 PT. NO. 26 PT. NO. 27 -SE, lafrH ST Q f!I s£ Je,�n sr N Qi .-NO,29 _.... - .._......_ =- PT. NO. 30 PT. NO.3 PT� NOc 3f- -_ _ PT. NO. 32 N0.4 i_.._..._ PT. NO. 33 - -- - - PT. NO. 34 PT. NO. 5 - .....; PT.NO. 35 PT. NO. 36 _.. \` PT. NO - . _.. - PT. NO. 38 PT. NO. 7 _.........__ - PT. PT. NO. 8 t , •:fit .......... _.._ _ .... _ __ -............... PT. NO.9 sriE'Er' c_.s - -- PT. NO. 41 ' PT. NO. 10 -PT�-NO. 42___ PT. NO. 11= PT. NO. 43 _ _ - 4 PT. NO. l2' PT. NO. 13 PT. NO. 14 HONEY CREEK INTERIM REPAIRS - PHASE 2 _ 3 a PTW NO. I AV£ _ ......... A., arm sr h; PT. NO. 16 m/ - 's£ := - PT. NO. 17 ' = N � PT. NO. P . NO. 19 ` PT. NO.-20 1 - PT. NO. 21 PT. NO. 22 PT. NO. 23 PT NO. 24 _ PT. NO. 25 PT. NO. 26 PT. NO. 27 -SE, lafrH ST Q f!I s£ Je,�n sr Qi .-NO,29 _.... - .._......_ =- PT. NO. 30 -- PT� NOc 3f- -_ _ PT. NO. 32 . - . - - - - - -- - PT. NO. 33 - -- - - PT. NO. 34 - .....; PT.NO. 35 PT. NO. 36 _.. PT. NO. 37 . _.. - PT. NO. 38 _.........__ - PT. NO. 40 t , •:fit .......... _.._ _ .... _ __ -............... sriE'Er' c_.s - -- PT. NO. 41 -PT�-NO. 42___ PT. NO. 43 _ _ - CITY OF RENTON DEPARTMENT OF PUBLIC WORKS HONEY CREEK INTERIM REPAIRS - PHASE 2 WWP -22 -2029 ANDECONTROLIO POINTS DESIGNED: DRAWN: CHECKED: DATE: 6/94 1 FILE NAME: SCALE: AS NOTED FlELO BOOK: PAGE: 13Y AFFR. I DATE ;HEET: G-3 OF: AREA A AREA B AREA C PHASE 2 NOT IN CONTRACT NOT IN CONTRACT k- ._.v5 f EXISTING 12"DRAIN LINE _ SCALE: 1%104 \. _. -. - - —_ - - __ _ ._ . ......mow =�= ` ~\ ACCESS ROAD _ ..._ _ NE ,� N -- EY LI S � S SU t2 -- - - - -- 2 - - - - - -- „,.�_�r :, ,rte •� - C -- ' - - _ a - _ " , , (JOEY — ,l . � 1 Y - . 2CD6 < EXIST, 12„ SS �- STREAMSIDE 2 C ROCKERY, C -12 B 'RAISE ROAD GRADE C -12 (le WIDTH) WARNING Q V2 I R. C. NO. DATE IF THIS BAR DOES NOT MEASURE I' THEN DRAWING IS R. C- NO. DATE NOT TO SCALE. REviEWED FOR COMPLIANCE TO CITY'S STANDARDS PLAN REVIEW DATE WASTEWATER LTILITY DATE SHEET NOTES: 1. SEE SHEET G -2 FOR GENERAL NOTES 2. SEE SHEET G -3 FOR SURVEY CONTROL POINTS AREA A - PHASE 2 NOTES. O8`STREAMSIDE ROCKERY QRAISE ROAD GRADE. 40 LF (NO GEO FABRIC REO'D) CD TOPSOIL AND PLANTINGS STA 3+40 TO STA 3.80 6"- i%4" BASE COURSE 6"- 2" TO 4" QUARRY SPALLS WARNING Q V2 I R. C. NO. DATE IF THIS BAR DOES NOT MEASURE I' THEN DRAWING IS R. C- NO. DATE NOT TO SCALE. REviEWED FOR COMPLIANCE TO CITY'S STANDARDS PLAN REVIEW DATE WASTEWATER LTILITY DATE SHEET NOTES: 1. SEE SHEET G -2 FOR GENERAL NOTES 2. SEE SHEET G -3 FOR SURVEY CONTROL POINTS PLANTING NOTES. P/ LIVESTAKE (RED -OSIER DOGWOOD AND WILLOW). F� °F WAS Af�� __ z CD TOPSOIL AND PLANTINGS a c �0 .� $� 8Gf S1B Cf s`r�OIvAL 3� is qw2029 CITY OF RENTON EXPIRES: 12/13/ DEPARTMENT OF PUBLIC WORKS HONEY CREEK INTERIM REPAIRS - PHASE 2 -22 -2029 "OP "5WWP STA 3 OO STA. 580 DEIGNED: DATE: 6/94 FILE NAME: I RECORD DRAWING -AS BUILT DGP JEB 1DEC. 22 1994 DRAWN: CHECKED: scALE: AS NOTED FIELo ... M PAGE: N0. REVISION I BY I APPR. i DATE SHEET: C-1 OF: I AREA K - _- ll AryrEA L: PHASE 2 - —�� P1 jASE 2 6, — HILLSIDE PLANTING AREA, SEE SHEET C-16 ` -�,.� -�'- � • .- _ _ I FOR DETAILS v� - y 'N SCALE: I 1�40' ' _n N n� 1 X , ,x - — ll,► Eu_ -_- _ __ - - a A ' — —' Zi CREEK i Yom/ 's. B RAISE ROAD GRADE C -12 (11' WIDTH) B RAISE ROAD GRADE C -12 (11' 'WIDTH) AREA K -PHASE 2 NOTES: AREA L - PHASE 2 NOTES: "Z X RAISE ROAD GRADE O RAISE ROAD GRADE (NO 'GEOFABRIC REQ'D) STA 23 +00 TO STA 24 +62 STA 19+00 TO STA 23 +00 (6 " -1%4 "BASE COURSE) (6 "- 1%4" BASE COURSE) O REPAIR GA810N5 (STRAIGHTEN THE WIRE CAGES. ORAISE CLEANOUT TO GRADE REPLACE ROCK AND REWIRE WHERE DAMAGED) 3 (NOT USED) O(SEE SHT C -3) 4 (SEE SHT C -5) 5 (SEE SHT C -5) - 6 (SEE SHT. C -5) 7 (SEE SHT C -5) oV WASA� o SHEET NOTES: 8 RAISE CLEANOUT TO GRADE �° x 1. SEE SHEET G -2 FOR GENERAL NOTES 9 (SEE SHT C -5) ISTS sS10NAL 6� 2. SEE SHEET G -3 FOR SURVEY CONTROL POINTS. ExPIRES:12i13i� CITY OF RENTON 4 DEPARTMENT OF PUBLIC WORKS -. HONEY CREEK INTERIM REPAIRS PHASE 2 REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS PLAN IMPROVEMENTS WWP -22 -2029 STA.20 +80 TO STA.23 +80 WARNING : DESIGNED: DATE: 6/94 FILE NAME: Q �2 I PLAN REVIEW DATE AINEER R.0 -E, \ -0, SATE -�rl i I DRAWN: IF THIS BAR DOES SCALE: AS NOTED FIELD eoox: ante: NOT MEASURE I - WASTEWATER UTILITY DATE I RECORD DRAWING -AS BUILT DGP JEB DEC. 22 1994 CHECKED: THEN DRAWING IS WATSON I,.0 - E -NO - DATE NOT TO SCALE. N0. REVISION BY AFPR. DATE SHEET: C -4 OF: STREAMSIDE F-C-1 ROCKERY L19J W-8' HEIGHT) AREA 0 PHASE 2 COP F-A-1 BRIDGE NQ.-S 8' STREAMSIDE ROCKERY (LOCATION AS SHOWN) B Xli AREA 0 PHASE 2 COP ............. N RAISE ROAD GRADE 00' WIDTH) j::ue AREA N - PHASE 2 NOTES.' (NOT USED) 2 RAISE ROAD GRADE STA 25+50 TO STA 27+90 (6'- IWBASE COURSE) OREMOVE AND DISPOSE OF EXIST TANK STA 27+00 + (INCIDENTAL TO OTHER WORK) 6'TO 8'STREAMSIDE ROCKERY (LOCATION AS SHOWN) STA 26+67 TO STA 27+25 (SEE SHT C-5) (SEE SHT C-5) LIGHT LOOSE RIPRAP (AT END OF ROCKERY - 3 TONS) WARNING R. c.'. leG. DATE IF THIS BAR DOES NOT MEASURE THEN DRAWING IS R_ -_ E..NO. DATE NOT TO SCALE. A CULVERT r W/ CATcff__ ;D9 .0 STREAMSIDE F-C-1 ROCKERY - ------ LL4J W HEIGHT) PLANTING NOTES: AREA 0 PHASE 2 NOTES.' AREA 0 PHASE 2 NOTES (CONT): PJ LIVESTAKE (RED-OSIER DOGWOOD AND WILLOW). (D BRIDGE ABUTMENT REPLACEMENT (SEE SHT C-11) 9 CONSTRUCT ROCK WEIR (SEE SHT C-11) SHEET NOTES.7 1. SEE SHEET G-2 FOR GENERAL NOTES. 2. SEE SHEET G-3 FOR SURVEY CONTROL POINTS. 3. FROM STA 29+00 TO STA 32 +00 PLACE LOD AND BOULDER CLUSTERS IN LOCATIONS DESIGNATED BY THE ENGINEER. PLAN FOR 4 SUCH LOCATIONS. PLACEMENT OF LOD IS INCIDENTAL TO OTHER WORK. FOUR (4) 2-3 MAN ROCKS (BOULDERD) PER LOCATION MAXIMUM, TO BE LOCATED BY THE ENGINEER. F-A-1 BRIDGE NQ.-S 8' STREAMSIDE ROCKERY (LOCATION AS SHOWN) B RAISE ROAD GRADE LIGHT LOOSE RIPRAP (AT END OF ROCKERY STA 28+77± I C-11 I ABUTMENT REPAIR (INCIDENTAL TO OTHER WORK) (lZ WIDTH) INSTALL 15'CPEP CULVERT REMOVE DEAD TREE (INCIDENTAL TO OTHER WORK) STA 28-77Y 13 ROCK LINED DITCH (60 LF) ------------ --------- -------------------- RIPRAP INLET /OUTLET (3 TONS, EACH LOCATION) 14 RAISE ROAD GRADE �V WAs STA 29-40 TO STA 30+30 6 RAISE ROAD GRADE 3 FT (APPROX) A C-14 ROCK LINED DITCH STA 2845 TO STA 29+40 Z QN� 7 13 5 4 QD (SEE SHT C-71 b 12 2.5' - 2" TO 4" OUARRY SPALLS ------ 29% -- --------------- k----- J -- . . . ........... .... ... ........ 14 . . . .... ...... STA 28+77t IS'IIIIIIII`2029 JEXPIRES: 12/13 —1 OREMOVE EXIST GABION (INCIDENTAL TO OTHER WORK) ..... . ......... ... -- --------- -7- .......... ------------ ---------- ....... ........... . . HONEY CREEK INTERIM REPAIRS - PHASE 2 REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS WWP-22-2029 PLAN IMPROVEMENTS pi... ....... ............. N RAISE ROAD GRADE 00' WIDTH) j::ue AREA N - PHASE 2 NOTES.' (NOT USED) 2 RAISE ROAD GRADE STA 25+50 TO STA 27+90 (6'- IWBASE COURSE) OREMOVE AND DISPOSE OF EXIST TANK STA 27+00 + (INCIDENTAL TO OTHER WORK) 6'TO 8'STREAMSIDE ROCKERY (LOCATION AS SHOWN) STA 26+67 TO STA 27+25 (SEE SHT C-5) (SEE SHT C-5) LIGHT LOOSE RIPRAP (AT END OF ROCKERY - 3 TONS) WARNING R. c.'. leG. DATE IF THIS BAR DOES NOT MEASURE THEN DRAWING IS R_ -_ E..NO. DATE NOT TO SCALE. A CULVERT r W/ CATcff__ ;D9 .0 STREAMSIDE F-C-1 ROCKERY - ------ LL4J W HEIGHT) PLANTING NOTES: AREA 0 PHASE 2 NOTES.' AREA 0 PHASE 2 NOTES (CONT): PJ LIVESTAKE (RED-OSIER DOGWOOD AND WILLOW). (D BRIDGE ABUTMENT REPLACEMENT (SEE SHT C-11) 9 CONSTRUCT ROCK WEIR (SEE SHT C-11) SHEET NOTES.7 1. SEE SHEET G-2 FOR GENERAL NOTES. 2. SEE SHEET G-3 FOR SURVEY CONTROL POINTS. 3. FROM STA 29+00 TO STA 32 +00 PLACE LOD AND BOULDER CLUSTERS IN LOCATIONS DESIGNATED BY THE ENGINEER. PLAN FOR 4 SUCH LOCATIONS. PLACEMENT OF LOD IS INCIDENTAL TO OTHER WORK. FOUR (4) 2-3 MAN ROCKS (BOULDERD) PER LOCATION MAXIMUM, TO BE LOCATED BY THE ENGINEER. (NOT USED) l0 8' STREAMSIDE ROCKERY (LOCATION AS SHOWN) TREMOVE FENCE POSTS LIGHT LOOSE RIPRAP (AT END OF ROCKERY STA 28+77± 3 TONS) (INCIDENTAL TO OTHER WORK) INSTALL 15'CPEP CULVERT REMOVE DEAD TREE (INCIDENTAL TO OTHER WORK) STA 28-77Y 13 ROCK LINED DITCH (60 LF) 5 RIPRAP INLET /OUTLET (3 TONS, EACH LOCATION) 14 RAISE ROAD GRADE �V WAs STA 29-40 TO STA 30+30 6 RAISE ROAD GRADE 3 FT (APPROX) (6"- /%4" BASE COURSE) STA 2845 TO STA 29+40 6�' - 1% " BASE COURSE p QD (SEE SHT C-71 b 2.5' - 2" TO 4" OUARRY SPALLS 29% INSTALL TYPE / CATCH BASIN IST ONAL STA 28+77t IS'IIIIIIII`2029 JEXPIRES: 12/13 —1 OREMOVE EXIST GABION (INCIDENTAL TO OTHER WORK) CITY OF RENTON DEPARTMENT OF PUBLIC WORKS HONEY CREEK INTERIM REPAIRS - PHASE 2 REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS WWP-22-2029 PLAN IMPROVEMENTS STA. 27+00 TO STA. 30+00 DESIGNED: DATE: 6/94 FILE NAME: PLAN REVIEW DATE WASTEWATER L7;LITY 'AT' DRAW— CHECKED SCALE: AS NOTED FIELD BOOK: PAGE: I RECORD DRAWING—AS BUILT DGP JEB DEC. 22 1994 NO. REVISION BY APPR. DATE SHEET: C-6 OF: `- -- I "' .... A. i E - - HONE - _ : -- yt- AREA T - PHASE 2 NOTES: AREA T " "-" " - -- RAISE ROAD GRADE PHASE 2 ROAD GRADE 2 FT (APPROX) TO �N STA 37.60 TO STA 38140 ri STA 35+60 STA 37+60 LINE Z �a tRANSMISSION 3 8 (NOT USED) SCALE: I 1140' - - - -- In O 4 (SEE SHT C-8) 5 (SEE SHT C -81 S72029 aR wASgr�� 6 (SEE SHT C -8) SHEET NOTES: AQ 7 (SEE SHT C -8) `- -- I "' .... A. i E - - HONE - _ : -- yt- CITY OF RENTON DEPARTMENT OF PUBLIC WORKS HONEY CREEK INTERIM REPAIRS - PHASE 2 REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS PLAN IMPROVEMENTS suBMlrrEO WARNING WWP -22 -2029 STA. 36 +10 TO - STA. 38+78.50 O V2 I DATE PLAN P.ENEIJ DESIGNED: DATE: 694 FILE NAME: PROJECT ENGINEER R. C. E. N ^_. DATE � I DRAWN: IF THIS BAR DOES scALE: AS NOTED FIELD BOOR: PAGE: NOT MEASURE I• I RECORD DRAWING -AS BUILT DGP JEB DEC.22 1994 cHEDKED: THEN DRAWING IS WASTEWATER Ui _!TY DATE .MONTGOMERY WATSON R. C. -P NO. DATE NOT TO SCALE. NO. REVISION I BY APPR. I DATE SHEET: C -9 OF: AREA T - PHASE 2 NOTES: LI6NT " "-" " - -- RAISE ROAD GRADE ORAISE ROAD GRADE 2 FT (APPROX) TO SFprfLE CT �E EASEMENT STA 37.60 TO STA 38140 STA 35+60 STA 37+60 LINE 6 " -1%4" BASE COURSE (SEE SHT C -8) tRANSMISSION 3 8 (NOT USED) 4 (SEE SHT C-8) 5 (SEE SHT C -81 S72029 aR wASgr�� 6 (SEE SHT C -8) SHEET NOTES: AQ 7 (SEE SHT C -8) z C 8 (SEE SHT C -8) 1. SEE SHEET G -2 FOR GENERAL NOTES PO Q� ���s�ONAL 0~$ g REMOVE ABANDONED VEHICLE (INCIDENTAL TO CONTRACT WORK) 2. SEE SHEET G -3 FOR SURVEY CONTROL POINTS EXPIRES: l2 /13/ CITY OF RENTON DEPARTMENT OF PUBLIC WORKS HONEY CREEK INTERIM REPAIRS - PHASE 2 REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS PLAN IMPROVEMENTS suBMlrrEO WARNING WWP -22 -2029 STA. 36 +10 TO - STA. 38+78.50 O V2 I DATE PLAN P.ENEIJ DESIGNED: DATE: 694 FILE NAME: PROJECT ENGINEER R. C. E. N ^_. DATE � I DRAWN: IF THIS BAR DOES scALE: AS NOTED FIELD BOOR: PAGE: NOT MEASURE I• I RECORD DRAWING -AS BUILT DGP JEB DEC.22 1994 cHEDKED: THEN DRAWING IS WASTEWATER Ui _!TY DATE .MONTGOMERY WATSON R. C. -P NO. DATE NOT TO SCALE. NO. REVISION I BY APPR. I DATE SHEET: C -9 OF: 4" - 6" QUARRY SPALLS U' MIN. THICKNESS BEHIND ROCKERY) SIMILAR TO CITY OF RENTON STREAM BANX PROTECTION ROCKERY DETAIL SHT.4.4 (WHERE SHOWN) TOPSOIL. 4" THICKNESS 614" CRUSHED SURFACING (WHERE REO'Q FOR PLANTING) _ BASE COURSE WIDENED ROADWAY 1 / AS SHOWN •7�� STREAM BED 9' MIN. - 12' MAX. %c� 3 WATER DEPTH W - C VARIES ~ 0 SLOPE (SEE NOTE 4) W O% MIN - 5% MAX! QUARRY IN BACKSLOPE 2 MAN (VARIES) " — — -- — ,c, TOE ROCKS _ CUT SLOPE fir- - *; a A FA (VARIES) N GEO FABRIC FOR FILL WR GRAVEL BORROW FILL 2 "- 4" QUARRY SUBGRADE SURFACE NATIVE BACKFILL OR SPALLS SECTION BASE ROCKS GRAVEL BORROW NOTE: NTS EXCAVATION LIMIT SECTION WHERE APPROVED NTS /. THE ROCKERY HEIGHTS ARE NOTED ON THE PLAN SHEETS 2. BASE ROCKS SHOULD BE DROP SEATED INTO QUARRY SPALLS NOTE. 3. ROCK SIZES ARE SIMILAR TO CITY OF RENTON ROCKERY DETAIL SHEET 4.4. /. SEE THE PLANS FOR THE RECONSTRUCTION WIDTH. 4. WHERE NOTED PROVIDE A'2'OFFSET (CENTER OF ROCK TO CENTER OF ROCK). A ROADWAY C STREANSIDE IVARI RECONSTRUCTION I VAR ROCKERY CRUSHED SURFACING BASE COURSE (6" THICKNESS) WIDENED ROADWAY AS SHOWN L 9' MIN. - /2' MAX NATIVE BACKFILL TOPSOIL. 4" THICKNESS SLOPE (/% MIN 5% MAX) (WHERE REO D. FOR PLANTING) � - STREAM BANK PROTECTION (SEE OTHER DETAILS) EXISTING GROUND - =49 - - - - - -- :'..- ..� GEO FABRIC 1 t� 2" - 4" QUARRY SPALLS (DEPTH AS NOTED ON PLANS: IF NO DEPTH NOTED, SURFACE W/ og WASH fro BASE COURSE ONLY) SECTION F NTS o ;sT� O / iA8ys8Mrsrs I0NAL 6 F—B-1 RAISE ROAD GRADE EXPIRES: 12737 VAR CITY OF RENTON - DEPARTMENT OF PUBLIC WORKS HONEY CREEK INTERIM REPAIRS - PHASE 2 REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS W W P — 22 _ `? 0 `� 9 CIVIL DETAILS - I SUBMITTED WARNING r► lY r L L L lJ L 7 O V2 i DESIGNED: DATE: 6/94 FILE NAME. DATE PLAN REVIEW PROJECT ENGINEER R. C. F. NO. DATE REVIEW DRAWN: IF THIS BAR DOES SCALE: FIELD BOOK: PAGE: NOT MEASURE r I RECORD DRAWING -AS BUILT DGP JEB DEC. 22 1994 CHECKED: THEN DRAWING IS WASTEWATER UTILITY DATE MONTGOMERY WATSON R. C. E. NO. DATE NOT TO SCALE. N0. REVISION BY APPR. DATE SHEET: C -i2 OF! 2 --% "ANCHOR BOLTS TYP EACH SIDE OF ABUTMENT EXIST WOODEN BRIDGE REMOVE EXISTING GABION 3' -0" BRIDGE ABUTMENT \ MIN. LIGHT LOOSE��V 6" DRAIN PIPE WHERE SHOWN RIPRAP. DEFLECTOR CLUSTER NOTE \ I L (LENGTH AS NOTED) l3 TON) (SEE NOTE BELOW) / THE CONTRACTOR SHALL REMOVE AND REPLACE THE EXISTING ----- — - - - - - -- BRIDGE DECKING AS REQUIRED TO PLACE CONCRETE. ANY DAMAGE TO THE BRIDGE SHALL BE REPAIRED AT THE CONTRACTORS I ° �� ., NON - SHRINK GROUT 15 CPEP 1 v EXPENSE (��p 1 I ° 1 2 MATCH ABUTMENT WIDTH WITH EXISTING BRIDGE. I ° • -6 @ 12" O.C. E.F. I ° EXIST. CHANNEL ! 3 DRILL EXISTING BRIDGE BEAMS AS REQUIRED FOR ANCHOR BOLTS 1 ° 3 a5 12" O.C. 1 I ° 1 I I I °• 411 • CENTERBULB WATERSTOP i ° • ° (CONT. AROUND FOOTING] -o ° -- - - - - -- CHANNEL FLOWLINE �` �- -- - - -- - - - - -- — i - - - - -- - ------------ p - 1 - - - - -- --------- L----- - - - - -- \ / ° ° O j W \ o �/ ° ° e 0 �" o to \ \ "� 3' -0v ° ° /2" p / s6 DOWEL TYP 24 f L \I I \ 18" 1 0 \ 2 6" - 8" QUARRY SPALLS V 3' 1 I I REFERENCE NOTES \ o j ROAD WIDTH ! DISTANCED CLEANOUr ALL LOOSE MATERIAL UNDER THE EXIST. GABION. 3' -0" (MIN) VARIES I VARIES O USE ROCK AS FRONT FACE OF FORM WORK (FOOTING ONLY) #6 8 "E.W. E.F. LIGRIPRAPSE ! 4 I USE STANDARD FORMING FOR THE VERTICAL FACES I I j G PLACE 12' THICK BASE OF CRUSHED SURFACE BASE COURSE v AS FOUNDATION FOR NEW CONCRETE ABUTMENT. O EXCAVATE AS REQUIRED TO CLEAN OUT AREA B CONCRETE ABUTMENT PLAN _ FOR FOOTING IVARI NTS TOPSOIL 4" (MIN. THICKNESS) D INLET MIN. 6" - 8" OUARRY SPALLS ROADWAY ROCK GROIN C -l5 GRATING (SEE PLANS FOR SURFACE IMPROVEMENTS) (MADE W/ 3 MAN TO 5 MAN ROCK) CHANNEL BANK STABILIZATION � O O 3 EXISTING — - (WHERE SHOWN) GROUND_ VARIES NATIVE t:__::is::r_;:;�._��;i'�i^ =�:F` �• � ?_ Z � BACKFILL WATER SURFACE - NORMAL HIGH WATER `\� :.'• :i'':z "ir' =;`i5= <r`' >y�ti �V � WATER SURFACE � (ELEV.VARIES) � �o Q EXIST. (ELEV. VARIES) CHANNEL INVERT EXCAVATION LIMIT %TC� 15' CPEP 15 "CPEP _ EXTEND RIP RAP INTO IN QUARRY P AND UNDER I ROCK GROIN TYPE 1 CATCH BASIN 2' -6" MIN COVER STREAM CHANNEL S = 0.0300 (MIN) _ _ — — ¢ x o O O (LENGTH AS REQ'D � BASEROCK _ _ _ _ _ _ ---------- �S,c�`�/A`�/,fi NATIVE BACKFILL (IF SUITABLE) � � � � OR IMPORTED GRANULAR BORROW EXTEND CULVERT THROUGH BANK STABILIZATION CUT -OFF TO MATCH SLOPE OF BANK o� 0 0 SECTION g g ���[��,/[��//[���� YY���� &ASB NOTES: NTS THICKNESS) \'Vi(\\C/il\\Z/il\ UNNAVI � "¢ I. PROVIDE ENERGY DISSIPATION AT CULVERT OUTFACES QUARRY SPACES 0"0 (I.E. LARGE COBBLE OR. SMALL BOULDER). ALSO. TO PREVENT NOTES (6" - 8 ") SECTION �Bp1 -9 "SHOT - GUN "EFFECT ON OPPOSITE BANK. LARGE BOULDER ! TONAL CLUSTERS SHOULD BE PLACED IN CHANNEL AS NEEDED. 1. EACH ROCK GROIN INCLUDES APPROX.80 TONS OF ROCK. NTS EXPE 1273- 2. INSTALL l5" CPEP 6" ABOVE INVERT OF TYPE l CATCH BASIN. 2. THE BASE DIMENSIONS OF THE ROCK GROIN SHALL BE APPROVED ROCK GROIN 3. TOTAL DEPTH OF TYPE 1 CATCH BASIN IS 3` -6`: BY THE ENGINEER PRIOR TO CONSTRUCTING THE ROCK GROIN. C IVARI CITY O F R E N T O N DEPARTMENT OF PUBLIC WORKS 4. WHERE DIRECTED ANGLE CROSS CULVERTS DOWNSTREAM A CULVERT HONEY CREEK INTERIM REPAIRS -PHASE 2 (TO AVOID IMPACT TO THE OPPOSITE BANK). VAR W/ CATCH BASIN REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS W �V p- 2 2 - 2 0 2 9 CIVIL DETAILS - 2 sueMlrreD WARNING O V2 I DESIGNED: DATE: 6/94 FLE NAME: PROJECT ENGINEER _R C. E PLAN REVIEW DATE . KC. DATE DRAWN: 11 THIS NOT MEASURE!' I RECORD DRAWING -AS BUILT DGP JEB DEC. 22 1994 scALE: AS NOTED FIELD 9001: PAGE: THEN DRAWING IS WASTEWATER BT tTY DATE CHECKED: MONTGOMERY WATSON R. z—:.. NOT TO SCALE. I N0. I REVISION I BY I APPR. I DATE SHEET: C -13 OF: /- EXIST, GROUND LINE EXIST. OR FINISH q ROCK LINED VAR I DITCH __....... _.'ALLS 76" THICKNESS) TOP OF BANK BUTTRESS ROCKS I 1 9 I 1 I 1 1 I MAIN WEIR ROCK", (SEE SIDE VIEW) ----------L---------------- NOTCH ROCK (SEE SIDE VIEW) FLOW �I ------- MAIN WEIR ROCKS (SEE SIDE VIEW) ----------------------------- 1 1 I I � I I i I 1 i I 1 I I t BUTTRESS ROCKS INDICATES LOW FLOW CHANNEL (WIDTH AS DIRECTED) ROCKERY WALL (SEE ROCKERY DETAIL) -- -F- - - -- - - -- --- -� - - -- r---- -r - - -- I I I I I I I t t I I ( I BED CONTROL RACKS ± I I I I J) THIS ROCK IS PART OF THE ROCKERY WALL / I ' I SUPPORT ROCKS I (SEE SIDE VIEW) FLOW I I I PLUNGE POOL AREA 1� I THIS ROCK IS PART OF THE ROCKERY WALL --- - - - - -! -- --------- T---- J" I I I I I I I t I I I l TOP OF BANK ROCKERY WALL TOP VIEW NTS NOTE: 1. ALL ROCK SHALL BE KEYED TOGETHER INTO THE ARCH SHAPES SHOWN. 2, SUPPORT ROCKS ARE KEYED IN UNDER AND IN FRONT OF MAIN WEIR ROCKS (SEE SIDE VIEW). MAXIMUM DIMENSION OF ROCK MEASURED PARALLEL TO FLOW 3' MIN. 8" — l2" QUARRY 5 MAN 3 MAN 2 MAN 3 —MAN 5 MAN LOW FLOW NOTCH ROCK ROCK ROCK I ROCK ROCK I BASE ROCK — DROP SEAT PLUNGE POOL AREA MAXIMUM DIMENSION OF ROCK REVEGETATE REVEGETATE SLOPE MEASURED PARALLEL TO FLOW SLOPE / SECTION ((2" LAYER THICKNESS) TOPSOIL, — NTS EXCAVATION LIMIT TOPSOIL (4" THICK. MIN. (2" - 4" QUARRY SPALLS) SUPPORT ROCK slow 1. ROCK WEIRS ARE EXPECTED TO REQUIRE: WA, (4" THICK, MIND ae 7 — 9 C.Y. OF 3 TO 4 MAN ROCK - WIDTH VARIES 3 — 5 C.Y. OF RAILROAD BALLAST F° DEPARTMENT OF PUBLIC WORKS NATIVE BACKFILL (IF SUITABLE 3 — 5 C.Y. OF 6" TO 18" ROUND ROCK _ REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS -22 -2029 WA 2. THE CONTRACTOR SHALL ESTABLISH (WITH THE ENGINEER) of '6':` �SSIONAB OR IMPORTED GRANULAR BORROW 0 /ZING I THE LOW FLOW NOTCH ELEVATION. AN OFFSET HUB SHALL BE ��Gti FILE NAME: R. c. r; —DATE � SET AT EACH WEIR SUITABLE FOR CHECKING THE ELEVATION. WATER SURFACE - NORMAL HIGH WATER SCALE: NONE � EX7iRE'1277 WASTEWATER UTILITY DATE 6 (ELEV. VARIES) EXCAVATION LIMIT (0.25 — 0.75: 1 ) Q 6' LOW FLOW NOTCH (LOCATION AS DIRECTED) 1G $ ! ti a EXCAVATE TO STABLE BACKSLOPE )� 0 0 0 0 0 0 0 TOP OF BANK BUTTRESS ROCKS I 1 9 I 1 I 1 1 I MAIN WEIR ROCK", (SEE SIDE VIEW) ----------L---------------- NOTCH ROCK (SEE SIDE VIEW) FLOW �I ------- MAIN WEIR ROCKS (SEE SIDE VIEW) ----------------------------- 1 1 I I � I I i I 1 i I 1 I I t BUTTRESS ROCKS INDICATES LOW FLOW CHANNEL (WIDTH AS DIRECTED) ROCKERY WALL (SEE ROCKERY DETAIL) -- -F- - - -- - - -- --- -� - - -- r---- -r - - -- I I I I I I I t t I I ( I BED CONTROL RACKS ± I I I I J) THIS ROCK IS PART OF THE ROCKERY WALL / I ' I SUPPORT ROCKS I (SEE SIDE VIEW) FLOW I I I PLUNGE POOL AREA 1� I THIS ROCK IS PART OF THE ROCKERY WALL --- - - - - -! -- --------- T---- J" I I I I I I I t I I I l TOP OF BANK ROCKERY WALL TOP VIEW NTS NOTE: 1. ALL ROCK SHALL BE KEYED TOGETHER INTO THE ARCH SHAPES SHOWN. 2, SUPPORT ROCKS ARE KEYED IN UNDER AND IN FRONT OF MAIN WEIR ROCKS (SEE SIDE VIEW). MAXIMUM DIMENSION OF ROCK MEASURED PARALLEL TO FLOW 3' MIN. 8" — l2" QUARRY 5 MAN 3 MAN 2 MAN 3 —MAN 5 MAN LOW FLOW NOTCH ROCK ROCK ROCK I ROCK ROCK 12" MIN. EMBEDDEDNESS BASE ROCK — DROP SEAT PLUNGE POOL AREA MAXIMUM DIMENSION OF ROCK IN QUARRY SPALLS BED CONTROL ROCKS (2 MAN) MEASURED PARALLEL TO FLOW 2" - 4" QUARRY SPALLS / SECTION ((2" LAYER THICKNESS) — NTS EXCAVATION LIMIT NOTES: g ROCK WEIR (2" - 4" QUARRY SPALLS) SUPPORT ROCK slow 1. ROCK WEIRS ARE EXPECTED TO REQUIRE: WA, VAR ae 7 — 9 C.Y. OF 3 TO 4 MAN ROCK - NTS 3 — 5 C.Y. OF RAILROAD BALLAST F° DEPARTMENT OF PUBLIC WORKS 3 — 5 C.Y. OF 6" TO 18" ROUND ROCK _ REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS -22 -2029 WA 2. THE CONTRACTOR SHALL ESTABLISH (WITH THE ENGINEER) of '6':` �SSIONAB 0 /ZING I THE LOW FLOW NOTCH ELEVATION. AN OFFSET HUB SHALL BE ��Gti FILE NAME: R. c. r; —DATE DGP JEB SET AT EACH WEIR SUITABLE FOR CHECKING THE ELEVATION. RLAN REw =w DATE SCALE: NONE IF THIS BAR DOES NOT MEASURE I' EX7iRE'1277 WASTEWATER UTILITY DATE R.C.E.NC. DATE THEN DRAWING IS NOT TO SCALE. SHEET: C -14 OF: MAIN WEIR ROCK LOW FLOW NOTCH NOTCH ROCK o Q. Q. WO 5` MIN. PLUNGE POOL AREA 12" - 24" ROUND BED CONTROL ROCKS (2 MAN) ROCK (IN POOL) ZLFLOW $ Q $ ° - —o— $_ - N N o Q. Q. WO 0 BED CONTROL ROCKS (2 MAN) �—' $ Q $ ° - —o— $_ - EXCAVATION LIMIT RAILROAD BALLAST SIDE VIEW NTS (2" - 4" QUARRY SPALLS) SUPPORT ROCK slow 2 SECTION CITY OF RENTON - NTS DEPARTMENT OF PUBLIC WORKS HONEY CREEK INTERIM REPAIRS — PHASE 2 WWP -22 -2029 CIVIL DETAILS - 3 DESIGNED: DATE: 694 FILE NAME: DGP JEB DEC. 22 1994 DRAWN: CHECKED: SCALE: NONE R&D BOOK: =AGE: RECORD DRAWING -AS BUILT REVISION BY I APPR.' DATE SHEET: C -14 OF: SURFACE IMPROVEMENTS (WHERE SHOWN) BACKFILL (WITH NATIVE MATERIAL) STREAM CHANNEL (WIDTH VARIES) lib" SPAWNING GRAVEL 'T t 172° THICKNESS) ) S N 1 - i 'lie VARIES 6"CPEP DRAIN PIPE O n OR APPROVED EQUAL �)oDJ O D OO O CLEAN SAND BEDDING AND BACKFILL WRAP FILTER FABRIC (NATIVE-WHERE - (MIRAFI 140 N OR " "r'='' =r:" 3 APPLICABLE) APPROVED EQUAL) )8" 6"- 18'ROUND ROCK (/8" THICKNESS) A 6" PERF. PIPE B LOW FLOW VAR C -3 I CHANNEL VB° STL x 3 "(WIDTH) 3' BAR SPACING CIRCULAR STRAP QYPI (LENGTH AS REO'D) •4 REBAR (TYP) VZ" DIA SS BOLT (4 EAJ V8 (DRILL PIPE TO MATCH HOLES) PLAN NOTES: 1. ID OF STL STRAP (BAND) SHALL BE LARGER THAN THE OD OF THE CULVERT. ccl-l" S0 2. TRIM REBAR TO FIT AND WELD THE REBAR TO THE STRAP ALL AROUND (Vg" FILLET). 3. HOT DIP GALVANIZE AFTER FABRICATION. F-2:1 INLET GRATING IVARI CITY OF RENTON DEPARTMENT OF PUBLIC WORKS HONEY CREEK INTERIM REPAIRS PHASE 2 REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS W `�, P_ 2 2_ 2 0 L n g �►Y YY CIVIL DETAILS 4 SUBMITTED WARNING O Vp I DESIGNED: DATE: 6/94 FILE NAME: PROJECT ENGINEER R.C.E. NO. DATE PLAN REVIEW -DATE IF THIS BAR DOES SCALE: NONE FIELD 1300K: PAGE: NOT MEASURE r WASTEWATER UTILITY DATE I RECORD DRAWING -AS BUILT DGP JEB DEC. 22 1994 CHECKED: THEN DRAWING IS MONTGOMERY WATSON R. C. NG. DATE NOT TO SCALE. NO. I REVISION BY APPR. DATE - SHEET: C -I5 OF: 0 `u? 0 0 £= - o_. BARE ROOT OR CONTAINER PLANTING PLANTING SCHEDULE CUT "X" IN MATTING FOLD OUT FOR PLANTING AND i FOLD BACK OVER SOIL SIZE EXISTING EROSION CONTROL l (JUTE) MATTING RED STEM DOGWOOD 2 GAL Fill 1, NATIVE SOIL RUBUS SPECTABILIS A (TYP.) NATIVE SOIL 78 CONTAINER ROOT /SOIL BALL 2 X ROOT BALL 4' POT CONTAINER W PLANT RESTORATION DETAIL A SUBMITTED WARNING 0 %Z 1 PROJECT ENGINEER R.:. E.1D.s DATE IF THIS BAR DOES NOT MEASURE V THEN DRAWING IS MONTGOMERY WVSON R. _. Nc. DATE NOT TO SCALE. HILLSIDE PLANTING PLAN JI fE "LIVE" STAKE WATTLING MATTING WITH END BUNDLE TRENCH PAINTED WITH HALF BURIED LATEX. I8 "STAKE g 4 ro \Gj = JUTE MATTING ANCHORS (al CONTOUR WATTLING SEQUENCING 6. 3 TO 5 -18 "STAKES PER BUNDLE (T YP,) .NITE NATIVE TOPSOIL MATTING-7 TAMPED OVER WATTLING BUNDLE (cl BUNDLE WRAPS `B "TO 12" 6' TO l0` ALTERNATE WILLOW BRANCHES IN BUNDLE-] 4 TO 6- "LIVE"STAKES PER BINDLE (MIN.) CONTOUR WATTLING BUNDLE DETAIL - (PLAN) CONTOUR WATTLING g r FXISTING..15' PIPELIII . �:. FACFA/FNT. REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS PLAN REVIEW DATE NASTEWATER !ITi_ITY DATE PLANTING NOTES III PLANTINGS TO BE STAKED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 2 PLANTING AREA APPROXIMATELY 3000 SO FEET. oP was F . z A G Po ss %, m ,v AA SCI STS BsIONAL 6� EXPIRES: 12/13/ CITY OF RENTON DEPARTMENT OF PUBLIC WORKS HONEY CREEK INTERIM REPAIRS - PHASE 2 WWP -22 -2029 PLANTING PLAN DESIGNED: D. WREN DATE: 6/94 FILE NAME: DRAWN: D. PATRICK RECORD DRAWING -AS BUILT DGP JEB IDEC. 22 1994 CHECKED: I SCALE: FIELD 00011: PAGE: REVISION BY i APPR. I DATE SHEET: C -16 OF: PLANTING SCHEDULE OTY BOTANICAL NAME COMMON NAME SIZE REMARKS 50 CORNUS STOLONIFERA RED STEM DOGWOOD 2 GAL 5' SPACING 20 RUBUS SPECTABILIS SALMON BERRY 2 GAL 5' SPACING 78 POLYSTITCHUN MUNITLIM SWORD FERN 4' POT AS INDICATED 18 ACER CIRCINATUM VINE MAPLE 24' BB AS INDICATED 30 VACCINIUM PARUIFOLIUM RED HUCKLEBERRY 15-18' BB AS INDICATED 350 GAULTHERIA SHALLON SALAL 4' POTS 30' D.C. REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS PLAN REVIEW DATE NASTEWATER !ITi_ITY DATE PLANTING NOTES III PLANTINGS TO BE STAKED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 2 PLANTING AREA APPROXIMATELY 3000 SO FEET. oP was F . z A G Po ss %, m ,v AA SCI STS BsIONAL 6� EXPIRES: 12/13/ CITY OF RENTON DEPARTMENT OF PUBLIC WORKS HONEY CREEK INTERIM REPAIRS - PHASE 2 WWP -22 -2029 PLANTING PLAN DESIGNED: D. WREN DATE: 6/94 FILE NAME: DRAWN: D. PATRICK RECORD DRAWING -AS BUILT DGP JEB IDEC. 22 1994 CHECKED: I SCALE: FIELD 00011: PAGE: REVISION BY i APPR. I DATE SHEET: C -16 OF: