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R-419514
A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE \ I GAS MARKERS 3' CHN LNK FNC "OLYMPIC PIPE LINE o o / o NO°19'43"W 1.82' _I / S88 42 37 E 40.01' — — — I — — I S88°48'26"E 359.25' • z—O—O--O o—o—o o—O—O—O—o—O — — — — I _ r��,� o—o—000 o—o— GRASS CONC STRI 6' F C oT— o — 0 6 CHN LNK FNC —� \ o —o o /o—o—o o—o 0 0-0�-0-0 J ♦ __4V& -_ / 0 p • 0 / /\ N _�4 ASPHALT ROADWAY • �' m • ' . ' . .♦ N / rn 0 � / \ \ — — — — — I �; ASPHALT o • . ` z o? / - o, z _ / I I I I I I I I \ I I\ I \ I I I I I I II I 1 � 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 1/ I I 0 ti ,.: I 1 1 II I 11 11 11 /I / \ 1• —a-o--i- 6' WOOD FNC ° 0 O o z r- z o z 0 o P !k 0 m 0 0 �0 m 0 D W v D W 0 = D r- D = o z N I c� o . z / O z �! . -----I: ♦ •' o I o I 41 z // N z o \ �� �• • . 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M . , / , / / ' , / , / / �/ ;'/ 60 BASKETBALL CbURT AREA / / / z / / / � 3 — � — I cn / / /,,/ /,/ /,/ ,// / / ,,, �,// /// / / / / \ I, / \ �. d.\ / /,//,// ,///,/// / ' /'- �/ . •� c4.5 PLAN ENLARGEMENT / /—_ \ N \ --C f'O / //// /' I /,/ // //// // ,// / / / / / '�3 n,. //,, //,/ /// /// ,// // ,, ,/ N / / / / 3 �j \ \ O ,,//,,// / �,// �,// �,/ //,// / ,/ n \/ 6 /, / / / `\ O\ 0 /,, //,/ ,, /,,/ /,// / / / ////\/ / // ` � / n / / / / / i-_ Z \ / �. \ 1 / / / / / / / ' rn / = l / / /// �// �// �, / � / / / // / /�// �,/ i/ / / / / / / / \ \ \ \ �.' • / /- / / / / / / y / .o ,/ ,// , / ,,/ /,// ,, //,// ,// \ . ,. \ / \ \ \ o. ��,// /,/ ,/ ///' �,// �, / �, \. . � l.. I I I / m \ \ \ \ l / . ' ..� // ii/ /i , // ///� /// ' \ . • 1 • • I , 1 I I I / / / o \ \ \ D . I _ //ii/� i /i/ �ii/�/' • . ' . ' \. ' 1 ' \ I / / / ci \ \ 1 . • . • . . ' �.. / / / / / / / . ' . • , .. LIGHT POLE CTION . .- \ \ / \ \ / �. BOX (TYP E �* \ \ \\ \\ \\ `\ \ / // / / I .I �. 0. r ' . . . % �i/ %i%/ / . . \ ' \\ \\ \\ \ \\ \\ \ \ � _ � _ / p' / // I ,/'/,//,,/',, \ \ \ \ \ \\ \ \� o// / . ' . ' . // /,/ /,/ /,,/ /,// /,// /I/ �, �. ..\ \ \ \ \ \ \ _/ / �, //`/,// ,// /,// �,/ //,/ �,// /,,/ /,/ / \ \ \ \ \ \ \ / / ' / /i/ / // ��ii/// //// // ///,/ I I. I/,/ /�/ \ ' \ \ o\ \\ \ \\ \\ �-- /___/ // / . \. • ' ,// /i// /// . ' - . — / ,/i/, /i�, /i, •.� • . . \ \ 0 \ \ \ \ I 3 i .:� • ..\(7,. /% / /'/� � / / � .: PAT • 7_ • . . \ \ _ \R — — v /%/�/%/�//ii�/ f• / \ i�///�/• \\ \\ \\\ . / / _ / �,/// /// `` .......... ,//,/ \ \� I �,, �� .' . . • ......`� -- �:.' ..'�- ;// //� • 1 \\ �- -74 BENCH - CONC. I I\ / / /' . • • . • • • . • • . • • ......:.:.:.:.:.:.:.:.:.:.\ ..:::::::. '�....::::::::: �......:.. • . .. .. 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' . / I/// // / j/// //// // •. • • •i. �.. / / i , / / , / / / / / / / «' - . a , MATCHLINE ---- GRID 1 ---- SEE SHEET C1.1 SANITARY SEWER MANHOLE- RIM=422. 5 IE=414.0 , 8"PVC E IE=414.14, 6"PVC S IE=414.06, 8"PVC NW FLOW EA T LADDER OUTHWEST LAYOUT & MATERIALS LEGEND 2" HMA CLASS �" PG 58-22 (CLASS 'G') ASPHALT 24 /%'' %%' PAVING W/ CURBS OVER 6" CRUSHED SURFACING c4.1 BASE • 6" STEEL REINFORCED CONCRETE PAVING (LIGHT 29 BROOM FINISH) OVER 4" AGGREGATE BASE c4.1 4" FIBER REINFORCED CONCRETE PAVING (LIGHT 28 BROOM FINISH) OVER 4" AGGREGATE BASE c4.1 SYNTHETIC TURF FIELD SURFACING (10" TOTAL 36 MATERIALS DEPTH) (SEE GENERAL NOTE 2) c4.2 10" DEPTH TOP SAND AT MULTI —USE FIELD AREA 37 C4.2 0 C DEPTH IMPORT TOPSOIL (LAWN AREAS) L3.1 LIGHT POLE LOCATION WITH CONCRETE MOWSTRIP (SEE ELECTRICAL) a 425 a PROPOSED CONTOUR LINES (SEE GRADING PLANS) —425— EXISTING CONTOUR LINES —424— ® 6' BENCH W/ BACK AND ARMRESTS 74 C4.6 ® TRASH RECEPTACLE 75 C4.6 BICYCLE RACK 76 C4.6 � DRINKING FOUNTAIN 67 C4.5 HORIZONTAL & VERTICAL CONTROL FOR HORIZONTAL & VERTICAL CONTROL INFORMATION COMPOSITE SITE PLAN, SHEET GO.3. 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. SEE GRADING & DRAINAGE PLANS FOR FIELD MATERIALS PLACEMENT AND FINISH SUBGRADE NOTES. 3. DIMENSIONS AND QUANTITIES SHOWN ARE FOR CONTRACTOR'S CONVENIENCE, CONTRACTOR RESPONSIBLE FOR ALL QUANTITIES AND DIMENSIONS. ABBREVIATIONS CONC. CONCRETE N NORTHING E EASTING O.C. ON CENTER F.S.F.O.C. FIELD SIDE FACE SPEC. SPECIFICATIONS OF CURB TYP TYPICAL EXISTING FEATURES LEGEND FOR EXISTING SITE FEATURES LEGENDS SEE TOPOGRAPHIC SURVEY PLANS (SHEETS SV-1 THROUGH SV-5). PROJECT LAYOUT & STAKING FIELD LOCATING AND STAKING OF PROPOSED SITE IMPROVEMENTS SHALL BE BY DIMENSIONS SHOWN ON DRAWINGS AND COORDINATES OBTAINED VIA ELECTRONIC DRAWING FILES WHICH WILL BE PROVIDED WITHIN 5 DAYS OF RECEIVING WRITTEN REQUEST FOLLOWING NOTICE OF AWARD. DIMENSIONS SHOWN ARE TAKEN AT CENTERLINE OF FENCE UNLESS OTHERWISE NOTED. DEVELOPMENT ENGINEERING jchavez 03/17/2022 0 10 20 40 GRAPHIC SCALE 2 3 1 KEY PLAN 0 1/16 1/8 GRAPHIC SCALE (MILES) PERMIT SET Copyright©2021 — Bruce Dees & Associates (AII Rights Reserved) �� C v o a m w) N r �� r0 .� m� a- ���o� w �U �. U .- V°~ �0�. Io o ,t hh��WVr^J aE U �p V J U c C N M r6 w , i�--� m J(!J N3 N . m N N � N 0 w V) 0 L`•I Z Y L�.I U Q M H Z O z - o_ LLOo L �o Luzzw0_N¢ t_ zo w �i � i,, z FNU ¢ ,no �3: Q Ua, = J V) a_ w �11■1 nsoi SCn�E: NOTED C1.2 R-419514 Sheet 14 of 40 CADD filename: R: \DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\10 - REV PERMIT SET\17501-Ci.1-C1.3.DWG 11 Plotted: 1.18.22-12: 46 By: (sjensen) BID #: nsoi SCn�E: NOTED C1.2 R-419514 Sheet 14 of 40 CADD filename: R: \DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\10 - REV PERMIT SET\17501-Ci.1-C1.3.DWG 11 Plotted: 1.18.22-12: 46 By: (sjensen) BID #: