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Home My WebLink AboutR-408011NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. TESC/DEMO NOTES i r w I w 41t I II I I r/1 DESIGNER (D n MATCHLINE SEE DWG C201 I — // /Hv / HVF HVF F I IH� I III I I II��I# I III III o \ �� / II IIII I I I > M II IIII IIII I II III I� I /l � l� /l // I I I I IIII IIII IIII III I I I I I I I '( I � / I / / /' i � IIIIIIII IIIIIIIII II I IIII III' III W I I I I I I I I � // III II II III IIIII IIIIIIIII IIII ��II ail II� � 1 I I I I I I I I I III I IIII IIII IIII III I I I I I I APPROXIMATE IIIIII II 1 IIII I I I I I I I I I I I I I I W III I I I I I I I K STOCKPILE BY OTHERS I I IIII I I III III I I I 1 1 / I P \ I I I I IIII I 1 1 1 1� I l0 Iol 1 1 lc:) IIC) of IIMI11 coI IMI ri I IIIIII IIIII III 11 \ Illr _, � — I I I I I I I I I ► /� 1111 IIIII IIII IIII IIII IIII III / 2 I I I I I I I I I I �so0 , IIII IIII IIIIIIIIIIIIII IIII III IIII / I I \ I I I I I I I I I I I — — / I III IIIIIIIII IIII IIIIIIIII III II // I I \ I I l l l l lIIII IIIIIIIIIIIIII IIIIIIII IIIIIIIIII II IIII III II II II IIIIIIIII IIII IIIIIII I IIIIII IIII III III I I I IT, IIIIIIII IIIIII IIII Iil I I IIII I I \ �\ 1 I / �\\�� I I I I I I / / (III IIIIIIIIIIIIII I I I I I I I Ie HVF HVF HVF HVF "' ( I I IIIIIIII IIII IIIIIIII III IIIIIII\� I ! / >----------- I II I I\ \ \ \ o IJIIIIIIII� I�iI I II I 1\\N I I III I I ---- — ----- —__— ____—_—_--_—_-- --_------------------- _----- ---_ --- —// /� -----_---- --- -- ---_ � _ _ _ 340' _ _ _ _ _ m ' CHAINL l NK FENCE W/BARB WIRE 8'CHAINL/ NCE W/BARB WIRE CHECKED BY CD I TT I RG QI I I nlr) I r:(IMRAFNT_ I RV I PP:\/IF\A/ nOTF n , ADDENDUM NO. 3 CDD CDD 10/04/2023 Mill I I I I CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR— RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com I 0 U) 0 U) ev log \ 7' CHA/NLINK FENCE _!Lz I W W SD RED DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS —BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS —BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS —BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS —BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 INSTALL TEMPORARY ACCESS ROAD WITH GEOGRID ON HEAVILY El TRAFFICKED AREAS, PER DETAIL ON SHEET C203. �2 INSTALL HIGH VISIBILITY FENCE PER WSDOT STD PLAN 1-10.10-01. ElINSTALL / MAINTAIN PROJECT SIGN PER DETAIL ON SHEET C203. �4 INSTALL STORM DRAIN INLET PROTECTION PER COR STD PLAN 216.30. �5 CONSTRUCT / MAINTAIN TIRE WASH PER COR STD PLAN 215.00. WATER USED IN TIRE WASH SHALL BE HAULED OFF SITE TO APPROVED TREATMENT FACILITY. �6 SAWCUT AND REMOVE EXISTING CURB AND GUTTER AS REQUIRED FOR INSTALLATION OF IMPROVEMENTS. CURB AND GUTTER SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE IMPROVEMENTS OR SAWCUT PER COR STD PLAN 110. �7 EXISTING UTILITY OR FEATURE TO BE RELOCATED. FINAL LOCATION TO BE DETERMINED AFTER COORDINATION BY PROPERTY OWNER AND CITY. ❑8 INSTALL TEMPORARY SECURITY CHAIN LINK FENCE. �9 EXIST. TREE(S) TO REMAIN, PROTECT DURING CONSTRUCTION. ElEXISTING UTILITY TO REMAIN, PROTECT DURING CONSTRUCTION. ElINSTALL STABILIZED CONSTRUCTION ENTRANCE PER COR STDPLAN 215.10, LIMITS PER PLAN. 12 INSTALL STRAW WATTLES PER COR STD PLAN 213.40. 13 SAWCUT AND REMOVE EXISTING SIDEWALK AS REQUIRED FOR INSTALLATION OF IMPROVEMENTS. SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE IMPROVEMENTS OR SAWCUT PER COR STD PLAN 110. ElSAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT. ElADJUST EXISTING INTERCEPTOR SWALE AND PIPE AS NEEDED FOR TEMPORARY CONSTRUCTION ACCESS ROAD. GENERAL NOTES 1. CATCH BASIN INLET PROTECTION SHALL BE PROVIDED AND MAINTAINED AT ALL EXISTING AND PROPOSED CATCH BASINS PRIOR TO AND FOR THE DURATION OF CONSTRUCTION OPERATIONS. PROTECTION MEASURES FOR PROPOSED CATCH BASINS ARE NOT SHOWN ON TESC PLAN FOR CLARITY. 2. STATION AND OFFSET ARE PER ACCESS ROAD ALIGNMENT UNLESS OTHERWISE STATED. 3. LOCATION OF TESC MEASURES SHOWN ARE APPROXIMATE AND SHALL BE FIELD LOCATED TO ACCOMMODATE ACTUAL SITE CONDITIONS AND WORK SCHEDULE. 4. SEE SHEET C004 FOR CONSTRUCTION SEQUENCING. 5. ALL EXISTING ON -SITE TESC MEASURES SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. 6. CONTRACTOR TO IMPORT AND STOCKPILE ONSITE MINIMUM OF 150 CY QUARRY SPALLS FOR TESC AND SLOPE PROTECTION AS NEEDED. QUARRY SPALLS PLACED FOR SLOPE PROTECTION SHALL BE UNDERLAIN WITH GEOTEXTILE FOR SEPARATION. SEE ADDITIONAL REQUIREMENTS PER SPECIAL PROVISIONS 8-01 TEMPORARY SLOPE PROTECTION. 30 0 30 60 SCALE IN FEET CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER STAGE 1 TESC AND DEMOLITION I C202 DRAWING NO. R-408011 I SHEET: 11 of 36 © 2023 OTAK, INC.