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HomeMy WebLinkAboutS-20290C1 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 -