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HomeMy WebLinkAboutR-419516Ln O L LI 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 J d O ASPHALT 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 ••••• ..........• z` .•' RIM=424. o Q M } 75 ND CAPPED END (IE=424.30t) / • • U 421.75 —a 12 HDPE-75L.F.®1.0% T _ / o ' • • . �... ®• .. • • N 0 — I `— — 6" CHN LNK FNC Z r'i ri ' 6" •CHrt L•NK 'FNC o W - O O - p n z 1 LLJ p '' I —W JW �co r BIOPOD FILTER F— ; (SEE SHEET C3.3) �Q ; LL: RIM=425.00± N IE S 12"=420.32 IE N�12"�=418.67 / TL 088980u q CB #101 RIM=423.09 IE E(EX.4" )=422.10f IE N(12")=421.00 W/ VANED GRATE RENTON STD. NE NTH ST S2 E 165.00' z / >:4Le]183�: 1IZel2011111I1[eW61�1].�_1121TOM] =1:I l121loi * 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 c3 3 I ® TYPE 1 CATCH BASIN W/SQUARE VANED GRATE ® PVC DRAIN BASIN W/ROUND GRATE 15 C313 —424, PROPOSED CONTOUR LINES 4)-5 EXISTING CONTOUR LINES 424- 1 SLOPE (DOWN) DIRECTION & STEEPNESS [FG=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 GO.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 BW BOTTOM OF WALL CB CATCH BASIN CO CLEANOUT CONC. CONCRETE E EAST ELEV. ELEVATION EX. EXISTING FG FINISH GRADE ELEV FL FLOW LINE ELEV. GRD GRADE HDPE HIGH DENSITY POLYETHYLENE HP HIGH POINT ELEV. IE INVERT ELEV. IN INLET L.F. LINEAR FEET LP LOW POINT ELEV. MAX. MAXIMUM MIN. MINIMUM N NORTH NE NORTHEAST NW NORTHWEST OUT OUTLET PERF PERFORATED PP PERFORATED POLYETHYLENE PVC POLYVINYL CHLORIDE RIM RIM ELEV. S SOUTH SD STORM DRAIN SDR STANDARD DIMENSION RATIO SE SOUTHEAST SG SUBGRADE SL SLOPE SW SOUTHWEST TC TOP OF CURB TP TOP OF PAVING TS TOP OF SURFACING TW TOP OF WALL TYP TYPICAL W WEST DEVELOPMENT ENGINEERING jchavez 03/17/2022 1 21 3 1 KEY PLAN 0 1/16 1/8 GRAPHIC SCALE (MILES) a7 m w NN C N D� m� a� 0 c U � 3. U� 00 Q• U �p V J m c C N 3 J (!J N3 N Q m N N 0 N � Z Y � C, C U Q m m a N N W Q 00 o 0 W (N Z 0) O a Z N W o CnUj > o W W a � � a � a q P'' ;44LIU CD z O a � Q x 0a .,ril s~ 0 z � x Q CADD filename: R: \DRA WINGS \ 17501 — RENTON KIWANIS PARK IMPRO VEMEN TS \ 10 — REV PERMIT SET\17501—C2.1—C2.3.DWG // Plotted. 1. 18. 22-12:49 By. (sjensen) 0 10 20 40 GRAPHIC SCALE PERMIT SET Copyright©2021 — Bruce Dees & Associates (All Rights Reserved) BID #: C2ml R-419516 Sheet 16 of 40