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HomeMy WebLinkAboutR-408012NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. GENERAL NOTES w r \ r N D E m z n N V 0 i COR STD. PLAN 217.10 AND AS SHOWN ON SHEET C103 INTERCEPTOR SWALE AND SILT FENCE LAYOUT NTS SWALE PER COR STD. PLAN 217.10 STAGE 1 TEMPORARY ACCESS ROAD WITH GEOGRID - TYPICAL SECTION NTS DESIGNER •:� \ : CHECKED BY I CD TT RG MONROE AVE NE INFILTRATION FACILITY ND D-RIY: DESIGN: / CONSTRUCTION: ` WASHINGT "TAT--E ecoT�ocv DEPARTMENT OF ECOLOGY:, i $[ ] $[ ] %o+ IL CITY OF RENTON: / / \ \ ] $[ ] TOTAL: / \ ] $[ ] CITY PROJECT MANAGER: JARED MCDONALD, 425-430-7293 CONTRACTOR:[ ] �1 all 4'X8' 2" EXTERIOR PLYWOOD (SMOOTH BOTH SIDES, ABX) 2"X4" DIAGONAL BRACE DF STD &BTR, TYP.) r 4"X4"X12' VERTICAL POSTS TREATED, TYP. PROJECT SIGN NTS SEDIMENT T INFLOW GEOTEXTILE FOR PERMANENT EROSION - CONTROL AND DITCH LINING, MODERATE SURVIVABILITY, WOVEN, CLASS A �n 0 M SURFACE AREA DETERMINED 1FT BELOW ADJACENT GRADE FLAT BOTTOM Q z Q 20 ry ow �> 0 m Q 0 M 1. TESC MEASURES SHOWN ON C103 WILL BE INSTALLED BY OTHERS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL MAINTAIN, MOVE AND ADJUST TESC AS NEEDED THROUGHOUT THE DURATION OF THE PROJECT NOTES: 1. PAINTING THE FACE AND EDGES OF THE 1/2 INCH PLYWOOD SIGN BOARD SHALL HAVE ONE PRIME COAT AND TWO COATS OF EXTERIOR ENAMEL. THE POSTS, BRACES, AND BACK OF SIGN BOARD SHALL HAVE ONE COAT OF PRIMER AND EXTERIOR ENAMEL. THE BACKGROUND COLOR IS WHITE 2. LETTER TYPES: THE LETTER TYPE SHALL BE SOLID HELVETICA MEDIUM EXCEPT THE LOGOS WHICH WILL BE PROVIDED BY THE CITY. ALL LETTERS AND NUMBERS WILL BE BLACK. 3. LETTER SIZE: PROJECT TITLE "MONROE AVE NE INFILTRATION FACILITY" SHALL BE 4" LETTERS AND 1/2" WIDE. ALL OTHER TEXT TO BE 3" LETTERS AND 3/8" WIDE. LOGOS SHALL BE APPROXIMATELY THE SAME SIZE, APPROXIMATELY 6" TALL AND IN COLOR. 4. BOTTOM OF SIGN SHALL BE AT LEAST 7.0' ABOVE EXISTING GRADE 5. SIGN SHALL BE MOUNTED ON NEW POSTS UNLESS OTHERWISE SPECIFIED. 6. POST SHALL BE SUPPORTED BY 2 1/2" X 26" HEAVY DUTY ANCHOR. ���►[e]I�I��:iC��y�xyl�'���Z�L��[�7►17�1:�y[el►� 8. SIGN TO BE MAINTAINED FOR THE DURATION OF THE PROJECT. AT THE END OF PROJECT SIGN SHALL BE REMOVED AND THE LANDSCAPE RESTORED TO EXISTING CONDITIONS. NOTES: 1. TRAP MAY BE FORMED BY BERM OR BY PARTIAL OR COMPLETE EXCAVATION 2. SEDIMENT TRAP AND TEMPORARY INFILTRATION POND TO BE ADJUSTED VERTICALLY AS EARTHWORK PROGRESSES CROSS SECTION SEDIMENT TRAP AND TEMPORARY INFILTRATION POND NTS DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS —BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. "AS —BUILT" PLANS REFLECT THESE 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 CALL BEFORE YOU DIG 1-800-424-5555 CITY OF RENTON PUBLIC WORKS OTAK33201.A 1055 SOUTH GRADY WAY, 5TH FLOOR— RENTON, WA 98057 Otak PROJECT NUMBER MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 III 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com STAGE 1 TESC DETAILS C203 DRAWING NO. R-408012 I SHEET: 12 OF 36 © 2023 OTAK, INC.