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HomeMy WebLinkAboutR-419516Ln O O W F_ I I I _ I I I I I I I I I \ I \ I \I I� \ I \ I \ I I I I I I I I I I I I I I I I I I I I I I I I - y A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE MATCHLINE ---- GRID 2 ---- SEE SHEET C2.2 oz — — --- — ... o CAPPE ENDS 1 (IE=4 5.00±) ®� — —...—. _ ..— — CB #301 o �M •' I ... ......... ........... IM= N • R 424. o , . i CAPPED END • • „ (IE=424.30t) / • ' ' ' ' • .. •' ' IE W&E 8 - 1 :75 _ _ _ z °°E' �• � � ❑ . 127HDPE-75L.F.@1.0% o ® p o N C� 00 x — i ___ — `— — 6" CHN LNK FNC �z / c r� n o o— I n =o = o — o 0 6"' •CHN• L•NK 'FNC p W —OnO—OLO—O—t�OZ o -- ;w I I a IW U) z _W • .. J W / // "• line deleted / 2 LU i BIOPOD FILTER ® (SEE SHEET C3.3) 1 i� L.L: RIM=425.00± � I IE S 12"=420.32 1 IE N�12"�=418.67CN / TL 08898000040 i CB #101 RIM=423.09 IE E(EX.4')=422.10t IE N(12")=421.00 W/ VANED GRATE RENTON STD. T=7 .31' L=145.00 ASPHALT NE 7TH R=39 .09' 0=20.4 00" �— ST 284°11'32" � E 165.00' O — c- N — O a O PROPOSED GRADING & DRAINAGE LEGEND * SEE CITY OF RENTON STANDARD NOTES AND DETAILS ON SHEETS C3.1 AND C3.2 UNLESS NOTED OTHERWISE BELOW. SOLID HDPE STORM DRAIN LINE (SIZE AS NOTED ON PLANS) — --- —--- — 8"PERF. POLYETHYLENE (PP) FRENCH DRAIN 9 C3,3 ® TYPE 1 CATCH BASIN W/SQUARE VANED GRATE ® PVC DRAIN BASIN W/ROUND GRATE 15 C3,3 �424PROPOSED CONTOUR LINES 424 EXISTING CONTOUR LINES 1 SLOPE (DOWN) DIRECTION & STEEPNESS rFG=423.62 PROPOSED SPOT ELEVATION ............ • • • • • GRADE BREAK LINE • ' • ' • ' • ' LIMITS OF GRADING LINE GENERAL NOTES 1. CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION. CONTACT 'CALL BEFORE YOU DIG' AT (800) 424-5555 FOR FIELD LOCATION ASSISTANCE WITHIN PUBLIC RIGHT-OF-WAY. RETAIN A PRIVATE LOCATOR SERVICE TO LOCATE UTILITIES WITHIN THE PROJECT SITE. 2. AFTER CLEARING & GRUBBING, GRADE THE SITE TO THE NEW FINISH GRADE CONTOURS SHOWN. EXCESS SOILS MAY BE PLACED ON -SITE AT THE EXCESS AND UNSUITABLE SOIL PLACEMENT AREA LOCATION SHOWN ON SHEET C2.3 3. ADJUST EXISTING UTILITY APPURTENANCES WITHIN THE PROJECT LIMITS TO NEW FINISH GRADE (TYP). 4. FINISH GRADE OF TOPSOIL IN LAWN AREAS IS TOP OF ADJACENT PAVEMENT, WALKS, AND/OR CURBS (TYP). HORIZONTAL & VERTICAL CONTROL FOR HORIZONTAL & VERTICAL CONTROL INFORMATION SEE TOPOGRAPHIC SURVEY PLAN, SHEET SV-1 AND COMPOSITE SITE PLAN, SHEET G0.3. EARTHWORK NOTES 1. ANY EXCESS STRIPPINGS AND SUITABLE SOIL MAY BE USED TO CONSTRUCT LANDSCAPE BERMS. EXCESS STRIPPINGS, SUITABLE AND UNSUITABLE SOILS MAY BE PLACED IN THE EXCESS AND UNSUITABLE SOIL PLACEMENT AREA LOCATION SHOWN ON SHEET G0.3 TO MINIMIZE OFF -SITE DISPOSAL AT THE CONTRACTOR'S OPTION. 2. THE CONTRACTOR IS RESPONSIBLE FOR HIS OR HER OWN EARTHWORK TAKE OFFS. ABBREVIATIONS BRK BREAK IN INLET S SOUTH BW BOTTOM OF WALL L.F. LINEAR FEET SD STORM DRAIN CB CATCH BASIN LP LOW POINT ELEV. SDR STANDARD CO CLEANOUT MAX. MAXIMUM DIMENSION RATIO CONC. CONCRETE MIN. MINIMUM SE SOUTHEAST E EAST N NORTH SG SUBGRADE ELEV. ELEVATION NE NORTHEAST SL SLOPE EX. EXISTING NW NORTHWEST SW SOUTHWEST FG FINISH GRADE ELEV. OUT OUTLET TC TOP OF CURB FL FLOW LINE ELEV. PERF PERFORATED TP TOP OF PAVING GIRD GRADE PP PERFORATED TS TOP OF SURFACING HDPE HIGH DENSITY POLYETHYLENE TW TOP OF WALL POLYETHYLENE PVC POLYVINYL TYP TYPICAL HP HIGH POINT ELEV. CHLORIDE W WEST IE INVERT ELEV. RIM RIM ELEV. KEY PLAN o 1/is i/s GRAPHIC SCALE (MILES) �= ao mm w� o cN � IL � LL m � rn o U � L) oF OJ C N U �p Na �m J(n n3 m Sri � N" \ � U Sri o o o W Z Y W U Q m C3 m a N N W Q 00 0 0 w U) Z N O a Z (n W o Z V)UJI > o w W m oc 0 o a w V ~ � Q z Cd � LL a � o x 06 ., s~ t� z x a CADD filename: R:\DRAKINGS\17501 — RENTON KIWANIS PARK IMPROVEMENTS\13 — CONST. SET\17501—C2.1—C2.3.DWG // Plotted: 4.15.22-13: 54 By. (rvissio) 0 10 20 40 GRAPHIC SCALE CONSTRUCTION SET Copyright©2022 — Bruce Dees & Associates (All Rights Reserved) BID #: C11 R-419516 Sheet 16 of 40