HomeMy WebLinkAboutR-419518Ln r 0 W F_ 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 IE=411.26, 12"PVC N \\ II II I � � \� -6 41 . IE=411.23, 12"PVC SE \ I L I I I J J - I 3 IE=412.93, 6"CONC NW \\ \ I I I I I LADDER EAST \ \ \\ Il I\ \ 6' CHN LNK FNC CAPPED END �, -I \\ _ (IE=416.61f ) \ \ \ v o o - o 0 0 _ 6' CHN LNK FNC ss E OOL - - - -42-5- - -o S8EP4826°E 269.-°-To-o o=�o CONIC WAL ---- - --- _o `� - P Z \ l \- \ ----- -- SS \ \ EXCESS AND UNSUITABLE / 1 \ _ Q SANITARY SEWER MANHOLE \ STORM VAQ1LT P 3 l RIM=416.04 \ 4IE=408.05, 8"PVC N SOIL PLACEMENT AREA �' ��� BRIM=4 S & cHl \ IE=407.78, 8"PVc s \ _ - MW CONTROL •TRUCTU \ \ TRA�FlCLO A » \ \ ----- -- I - S CMP E 5 IE=407.78, 8 PVC W �� TOP OF 1 "CMP'FLO ONTROL E=417.16 \ 1.6 FLOW SOUTH S IE OF 6" DOWNTURNED E PIPE= 4�17 �� \ II \ / I LADDER EAST 'BOTTOM LIP O\F\EIDE PIPE- 13.79 �,� `� \\ ;j p ' w N o /, • 6, ER EL=411.4 ITARY WE MA OLE \ \ / 3 0~ ~ NE 9TH o `� z �� RI �16.94 V A �I ST I \ • '� IE= 8N31, 8' VC V / I \ • ' / \ I IE=40 .2� 8" c I' 15 7 J J 4125 CAPPED END w� 1 - - / /co I / \ \ \ FLOW S' \ (IE=414.00± ) CoC#308 i CB #203 (48"DIA.) - --� - - LADDER OUITHw T / RIM=424.60 I ii RIM=428.50 JE NW&NE 8=420.93 I IE N(8")=419.23 IE SE�8")=420.93 / IE W 12"=414.40 \\ \ \ \ I 3 \ \ V A I LUCn / I IE S127=414.40 8"HDPE-12� ®1.0% / IE E�12"�=414.40 / \ \\ • \\ \ I I z 3 � LV �w w - _ Cd #307 RIM=424.72 IE W&E 8!:=421.05 / / I I I / z �» IE S�8 )=421.05 / /� i I II I I � PRESCHOOL..' 4151p Zz_ 4"PERF. POLYETHYLENE N (PP) DRAIN LINE AT C10IX WALL (SEE 8 ) CD CNN LLJ �6 0 Clr��� z a 4"PERF. POLYETHYLENE (PP) w = CAPPED END co DRAIN LINE AT PLANTER !! X (IE=424.0 ) / // I �� N Q w w a STRIP (SEE 7 ) 8 HDPE I-�Cn Ln 17L.F.®10.0% #204 (48» DIA. / / / 1 p L3,2 - -... RIM=423.95 6 N .� '' IE W(12")-414. 3 // // I I 13 0�� / 3 FIBER OPTIC MON IE SE(12 )=4 .03 N 30' 30 V •..•.• -'- - French Drain I "'•. � ' Connected � CAPPE�� END _ / ---/- ' / /. and extended / / I I I \ 41 27 W to CB# 202 (IE=422:�Ot) CB #205 (48 DI W \ RIM=420.50 �/ \ � IE NW 12" -4 .49 / �/ I I / / "HDPE- 3L.F.C�O 5 : , , \ IE SW�8" ll=4 .32 HDPE % IE SE(12!)=413.49 / ,/ �� / W 3 ¢ 414 4 SANITARY SEWER MANHOLE cn \ � � I o- / 3 0 ujh ~ RIM-414.22 IE=407.12, 8"PVC N IE=407.14, 8"PVC E 3: , I 7 CROSS SECTION w i w IE=407.09, 8„PVC S FLOW SOUTH 0 4 w a \ LADDE L3,2 = 3.90 SS SS -- / ��� - W N o 5. I J J Q / / Q / ,' CB #309 TP 423. - �/ RIM=415.75 --- - -- ' / JJ IE NW 8")=411.98 IE E 8=411.98 ' / .i �� \� /°` � // II , I � �• � � 4 CHAIN LINK FENCE » - ,� o � IE S�8 =411.98 ■ / /�, / I 1 N / STORM CATCH BASIN Type 2 CB to collect - - - �� �' �. �� T �m RIM=413.18 TC=423.50 �� ` �' �' I w o 3 r „ existing (abandoned) / F • / I IE=409.81, 6 CONC E TEE 4x8x4 Field Drainage �/ (PLAY AREA, `�: QE��Z ' ! r N N I=409.35, 8 CONC W IE=414.05 TYP) \ �N N ;I \ 8"HDPE- 14L.F. 4.8% co 4 0 4"PP-182L.F.®0.5% \ m - , < \ \ TP GRATE-414 12 STORM CATCH BASIN 4 4x8 CROSS \ ' 'I HP IE=413.63 RIM4101.17,26"CONC SW \\ " / � 'v /• IE=420.09 vI 1 ' � ' /�' '�I I � 14.00 W/ ELBOW �® \\ ��3 I r Q I N 50 rl 6 CONC. TRENCH DRAIN Q o TURNED UP y I \ O,o ' \ 5 AP D �1[111 I c3,3 \� AND CAP FOR I I IE= 0. STORM CATCH - ACO UNITS K1-0103 0 p I I J NEW CB # 311 b� / ( J ( )! R i', \\I CLEANOUT I I I / �9 0 �� o � as SOLID LID Kl -18 (8x39.37");HRU � � �. , o RIM=413.79 AND INLINE C.B. UNIT ®NEW CB # 312 1 IE=410.14, 6"CONC NE I 3=410.49, 6"PVC S K900 (19.69"), TOT. 1` z a J IE=409.89, 8"PVC sw LEN. = 29.5275L.F. 00 0 13. \_8" RP=7 LLI 42 NEW ADA RAMP AND / o o BP BP- C4,2 PAVING ADJUSTMENT �I TC=423.50 1 ; I // ,' I TRAFFIC LIGHT, AT EAST SIDE OF \ �0 PED. CROSS DISH,, UNION AVE NE \ / (PLAY AREA, �I 1® / ,' �' l w w PED. CROSS SIG TYP) / s T HT, \ ° " RP-6.5 78 PARK ENTRY AREA & » T AF T,cfIT, I/ Deleted Line / 3 "DO NOT c4,7 CONC. SCORE PATTERN j4 PP-182L.F.C�0.5%�>,i y I // �/ // ADDED 8" Storm 1 7 rF J ENTER " PLAN ENLARGEMENT HP IE=421.00 � \ TP GRATE=413.79 TP=423.60 /! / / / / 3 � LP IE=413.17 IE OUT=411.79 Relocated French Drain \ �,' / / // I� / J J 8"HDPE-29L.F.@1.62% _ TC=423.50 !; / / / / / �!I � � i / I � I I EXISTING CB \ �' / \ / < � RIM(EX.)=412.91 (PLAY AREA, , / ,/ STO"R MAN IE N EX. =408.49f 1 TYP) / ) � I -42a- � • � -' / / I �Ri'M 412.91 �- � I J J �•N „DO NOT » I 408.49 N ENTER" IE W 15 )=410.46 =408.3 z S / /. Q a ¢, I IE S(EX.15")=408.34f 6 :. • • • • . ® i / / // ,' / ° 3 3 w I N TRENCH & OVERLAY RESTORATION r/ l I Q I Lo PER CITY STD. DETAIL 220.20 � o \ \ ®' - I I / CAUTION: EXISTING 36" SPU I / ST C�TC BASIN 1 0. TRANSMISSION WATER PIPELINE, Z• ' .. • • • ' • l \\ \ I / RI - 2.108 I' I 3 J J J I 6" RP- CONTACT SPU BEFORE ANY • • • ( z I /' : I I I I =4 0.18, 8 ONCE };� w w w I / EXCAVATION WORK NEAR THE a / 1 I I I PIPELINE I I ' ,0 -_,' // I`\ \ �\ i ,j W �1�� N I ��� I CAPPED END (IE=410.30t) 00 4 //�A�{ \ \\ •' ;I Q ° II 15" HDPE-46L.F.@0.54% ` \ � II I I w o I CB #206 (48" DIA.) • L �% 0 3 / , I . • • \ \ I' I w Q RIM=415.10 ' I z IE SE(8 )=411.32 / D I J J a i i I \ �' ` \\ L I IE NW1/Q 2")=410.71 I ;j3 I IE N(8 ),=411.14 • \ IE NE 8=411.32 I \ 1 JJJ \L ( ,' I . \ ` • /•. ` O �V ( I ~ LAN IE E(15! )=410.71 ® . . . . . . v I o BIKE \ \ \ I I �� 8„ TEE 4x8x4 • \ !! I � \ 8 HDPE-16L.F.®2.0% I : � II I I IE= 412.87 \ \\ #310 9 \ \\ II I I CB I 8 HDPE-14L.F.@8.8% • ' ' �' I ` RIM=415.05 \ \ z 6 by I o 41 J J W !! \ II I ` 4 PERF. POLYETHYLENE (PP) IE SW 8=411.64 \ { • • ~ \ IE E 8" =01, 64 \\ \\ I I ;� , I 3 o " I n DRAIN LINE AT PLANTER IE NW 8 411.64 I - I I `o STRIP (SEE 7 ) \ s I N 6„ Q �\ •\i� N N\� \� \\ \ \ 1 I s3 w o RP-10 L3,2 - - J C7 N W IM 1 \ \ I I I N o z o m -- a II I I I CAPPED END 41 (IE=410.30f )W�o o I SANITARY SEWER MANHOLE -o 8_4906"Wo619.66" CHN LNK FNC o5RIM=412.00=I o Q cJJ IE=406.36, 8"GONG S _° ' � v -L _ \ I � _o W (ql Z SHED 4"PERF. POLYETHYLENE --/CAPPED END -/ I III M w - I m_1ADDER NORTHEASTNw :3W / (PP) DRAIN LINE AT (IE=413.37f) \ / ='^ WALL (SEE qq ) ROCKERY 0 V v+ 8 1 0, \ 3 ,� o \ jl 7„ M IM M M w w w RP-8 Ln I J I \ /Q TL 0923059115 N I 1 " � F TL 0923059235 0 -' a o 7" Q Ir C0 o J L7u I �RP-7 Iuj 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 - • - • - • - • - 4"PERF. POLYETHYLENE (PP) PLAY AREA OR WALL DRAIN LINES (SEE PLAY AREA OR WALL DETAILS) ■■■■■■■■■■■■■ CONCRETE TRENCH DRAIN 16 C3,3 O TYPE 2 CATCH BASIN W/SOLID ROUND COVER ® TYPE 2 CATCH BASIN W/ROUND GRATE ® PVC DRAIN BASIN W/ROUND GRATE0-425- 15 C3,3 �424� PROPOSED CONTOUR LINES 424 425 EXISTING CONTOUR LINES 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 BW BOTTOM OF WALL CB CATCH BASIN CO CLEANOUT CONC. CONCRETE E EAST ELEV. ELEVATION EX. EXISTING FIG FINISH GRADE ELEV. FL FLOW LINE ELEV. GIRD GRADE HDPE HIGH DENSITY POLYETHYLENE HP HIGH POINT ELEV. IE INVERT ELEV. 0 10 20 40 GRAPHIC SCALE 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 TIC TOP OF CURB TP TOP OF PAVING TS TOP OF SURFACING TW TOP OF WALL TYP TYPICAL W WEST KEY PLAN o 1/is i/s GRAPHIC SCALE (MILES) CONSTRUCTION SET Copyright©2022 - Bruce Dees & Associates (All Rights Reserved) a mm ME E ) w o cN - �cc � LL m� rn o U � L) O C �w�^ �z= N U �p V J N C Ma w2 33 _ J(n n3 m 1.0 U \ \ U o o o Z C) Y U Q C) rAL4 y�tt do +•J C4. m a V) N N W �a 00 0 o 0 0 z z Z w w o > 0 0 w a a M 0 O a �-4 p a. w V Z � � Q a � o P4 06 ., � Z � Q C2m3 R-419518 Sheet 18 of 40 CADD filename: R:\DRAKINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. SET\17501-C2.1-C2.3.DWG III Plotted: 4.15.22-13:55 By.(rvissia) BID #: