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HomeMy WebLinkAboutR-419518Ln Q 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 \ W I I I� =6 I IE=411.06, 12"PVC NE ;41 '3 I Ih =JJ IE=411.23, 12"PVC S II \ I I o ~ ~ =412.9CONC NW LADDER EAST \ I 1 \ \\ \\\ Il I\ \ S8�CAPPED END , 6' CHN LNK FNC T 6' CHN LNK FNC CONIC WALL � o (IE=416.61t) S3 3 "E _I OOL 5A_26E269.�JT\° o o=ic - - _ ° - P Z SS I w w ` SANITARY SEWER MANHOLE EXCESS AND UNSUITABLE / I ` Q l RIM=416.04 \ \ SOIL PLACEMENT AREA \ STORM V1�1LT I \ \ l / a IE=408.05, 8"PVC N RIM=4 \ �' 1 \\ PAW CONTROL` TRUCTU SS- & GHI \ 0 IE=407.78, 8"PVC S \ \ I TRA FIC LO A I - S - IE=407.78, 8"PVC W \ \ - CA4P E 5 \ \ \\ \ S TOP OF NCMP'FLO ONTROL E=417.16 \ \ ;� 6 FLOW SOUTH 1// / / \ \\ �• S / `\ IE OF 6" DO�WNTURNED E PIPE= `4�17 \ I \ / 3 I LADDER EAST \ \ M � , � � ` i BOTTOM LIP O�F\81DE PIPE- 13.79 ❑ W / I \ `• ' ,`EaVI o /, • WF�T\ER EL=411.4 I TARY WEL MA OLE I \ I' , \ / 3 0 ~ ~ NE 9TH �� Z ^�•� RI �16.94 \ \ I �i ST / I ` `" • ' "// ' \ �.\ IE_ 8\31, 8' VC 11 I I \� / 416 IE -40 .2� 8" C E\ �15.7 � CAPPED END FLOW S�\ \ I I I /� � (IE=414.00± ) LADDER OthTHW T Cp #308 CB #203 (48" DIA.) \ • _ \ _ \ \ \ I \ / w I 1 RIM =424.60 i RIM=428.50 JE NW&NE T- =420.93 I �, I IE N(T)=419.23 / \ ' ' • \ ; \ \ IE SES8"=420.93 \`?' IE W 12"=414.40 \ • ' • \\ \ \ \ I I Cn l IE S 12"=414.40 / \ \ \ \ \ I I W ICn TADPE- �:0f .0% / IE ES12"=414.40 / \ \\ \\ \ I Z l \ Cn CB #307 RIM_424.72, \ II \i i I 3 z � JJ 1 IE W&E 8 =421.05 •' IE SS8"=421.05 . • ' / / ~ ~"PREscflor t II 3 4151 4"PERF. POLYETHYLENE • • _•_ _ _ ' " ' " / A / / l i I I _� (PP) DRAIN LINE AT ' I I C/) X �� WALL (SEE �1) 0 41 I Cli z /LES 4"PERF. POLYETHYLENE (PP) CAPPED END / I� (IE 424.0 ) ,� // // I I lI �30 ww n N SSTRIP (SEE AT PLANTER 1 " / I 1. v Q % 8 HDPE 17L.F.®10.0°!0 " / / I I Ili � L3.2 i'" � #204 (48 DIA.) / / ❑ _... _ - .. �'" RIM=4Z3.95 1 I - Q ' bs N �. j I IE W(12" 414403 3 / 3~~ • -'' IE SE 12� / 30, 30' 3" FIBER OPTIC MON CAPPI�i END // / I I I WF / 41 27 C (IE=42Z.�0Q C 205 (48" DI W �T RIMS-=420.50 //A%� IE NW 1-413.49 / j I "HDPE- 3L.F.� \ \ IE SW�8"=4T7.32 / // / j I 3 ���9 N 12"HDP _ �� \ IE SE(12�)=413.49 ,/ W 8 E \ / / I I I 3 414 4 a SANITARY SEWER MANHOLE W 36L.F.®15•g - W � � � N \ / RIM422 � IE 407.107.12, 8"PVC N IE=407.14, 8"PVC Ln °tip I IE=407.09, 8 PVC 7 CROSS SECTION 4ffw \ FLOW SOUTH 13 2 LADDE / W Q - I J J - - - _TP 423.6b ... _ Z. // // w CB #309 _ . ..._.• _...o�/ RIM=415.75 J J / IE NW�8")=411.98 4CHAIN LINK FENCE IE E 8=411.98 1 1 J ® 00 IE S�8=411.98 I / STORM CATCH BASIN ' - TC=423.50 �� `l F . `�' �' w o 3m _ IEM409.818 6"CONC E ITEE 4x8x4 L I N , ��/ (PLAY AREA, `�' , OQ��52 \ r N / N \ 1=409.35, 8 coNc W IE=414.05 Z /� TYP) �. N \ I o \ o 8" HDPE-14L.F.014.87 -'I 4 0 4'PP-182L.F.®0.57 -4412 \ I m TP GRATE.STORM CATCH BASIN , =1I 4 4x8 CROSS \ ' I i I N RIM=411.52 V \ 14.00 HP IE=413.63 IE=410.17, 6"CONC SO • W/ ELBOW \® \ ?� ,i / Q 3 I N so 16 Li CONC. TRENCH DRAIN < TURNED UP I \\ 'Spy ,' AP D EI� ► c3,3 " _ - ACID UNITS K1-0103 \� AND CAP FOR (IE 0. J STORM CATCH (19.69 ), K1-11 THRU i SOLID LID " \I CLEANOUT I o \ w U) R i \. I I 9� - o as K 1-18 (8x39.37 ), , , o RIM=413.79 IE=410.14, 6"CONC NE AND INLINE C.B. UNIT ILL: 3=410.49, 6"PVC s K900 (19.69"), TOT. Og 14- I z IE=409.89, 8"PVc sw LEN. = 29.5275L.F. w - F 13. RP- 7 (jj)NEW ADA RAMP AND �IF \ / I BP (n BP 31 0 TRAFFIC LIGH,, C4'2 ATVIEAST SIDEOF\ TC=423.50 1 ; I / �' I = I 3 a PED. CROSS LIB, °p UNION AVE NE (PLAY AREA, �I ' // /,' 0' w W PED. CROSS ^' TYP) / , / � s T H1, " RP-6.." 78 PARK ENTRY AREA & T , I 3 GHT/ _'DO SOT C4,7 CONC. SCORE PATTERN " 4" PP-182L.F.®0.5%�y y I // / /l �D PED. SS SI I 1 .7 J PLAN ENLARGEMENT / TP GRATE=413.79 \, HP 1 IE=421.00 _ �' / / / - TP-423.60 �/ / / � / / � � 3 LP IE=413.17 IE OUT=411.79 / / I T HDPE-29L.F.01.627 TC=423.50 j °� � 0 � , / � � � EXISTING CB .1 (PLAY AREA, �° ,/ I STO"R MAN / 3:RIM(EX.)=412.91 l 11 - TYP) ! ' ��� I �iM 412.91 ! � . 1 IE N(EX.12 )=408.49f / J J t• �'' - // / I 408. ' N 3 N LN iL IE W(15")=410.46 L �a Q 4/ .s I I I IE S(EX.157)=408.34f - • • • • • • • . // ' I ° J I a TRENCH & OVERLAY RESTORATION • i / � 3 3 � • • N ® _ _ i / Ir �/ �/ I I I cPER CITY STD. DETAIL 220.20 \ " " ' CAUTION: EXISTING 36" SPU • - - \ \ I / ST • ' • • 'Z • . . ' ' • • • • . • • �• j Z I \ / /\ ' / \I i 1 BASIN I 3 TRANSMISSION WATER PIPELI NE C RI 18TC o 2P-6. CONTACT SPU BEFORE ANY =4 08ONCE , } I I Q U EXCAVATION WORK NEAR THE I PIPELINE J J \ \°� / // ` i 3\I ~ ~ ~ CAPPED END (IE=410.30f ) \ \ - - - �/ ' • I `\ \\ \\ \\ I ❑� I N I 15"HDPE-46L.F.00.547, • • , , I ; i '. `. \ ' \\ \\ I I z �, I CB #206 (48 DIA.) . ' / ,,' i . • " I ; \ •• j I w Q z RIM=415.10 • • D / / i ' • .. \\ . • j j I I� I IE SE(8")=411.32 ° • J� NI IE NWQ2")=410.71 IE N(8 • • ��^ - / I I\ `\ . • ' \ i I ; I � �3 � IE NE(8'=411.32 ••" \ ,• \ o I m + ��� N IE E(15")=410.71 • 1 \ \ • • \ BI I I �TEE 4x8x4 • /•" \ I = \ .•. \ \ 8 HDPE-16L.F.®2.0% I ;I I � � IE 412.87 I • �'' \\ CB #310 \ \ I i N I 8"HDPE-14L.F.08.87 \ •`""� •• •' '�i .••'''••• ` "''•••.... 05 R\IM=415.I b❑ `� °I J J J • • . ''� , • • �`\ IE SW 8 =411.64 \ \ I I w 4"PERF. POLYETHYLENE (PP) 1 ' • • . • • ' • • ' '-\ IE E T=4�1.64 \\ \ \\ ;� I 3 o I DRAIN LINE AT PLANTER .... \ _ \ \ o rn 41V STRIP (SEE \ \ IE NW 8" 411.64 \ \ I I m JJJ 7 ) N ---J/ "\\ \W\ \`CA F- \`\ \\\ \\ \\ \ I II I o`oNo o ; RP-10 L3.2 r:� V \ I \ \ \ a 1 O I ° \ \ CAPPED END 7(IE=410.30f )W \ ;. W o \ \ SANITAF, _R MANHOLE °49 o� 8806 66CHN LNK FNC=W 619.5' RIM=412.00ro a 1 Lj IE=406.36, 8"CONC S Uj 1 CJ J J Z SHED 4"PERF. POLYETHYLENE i I m-LADDER4NORTHEAST NW iiiiiiiiiiiw _I W / (PP) DRAIN LINE AT CAPPED END = W WALL (SEE ) (IE=413.37t) MOCKERY I \ ' I a���� 1 V � $ 1 0 \� // 3 � 7» C4f7 M of , 1 IM M '� M www RP-8 Q TL 0923059115 I 3 � TL 0923059235 Q n o 7" rn > O � II RP-7 � � I►��z� I Cl)-zI - kV 1.[e1M0M11Ze1W" 111'RW� 11MM 12kUtel=Wel: 1112kl1j * 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 c33 ...... - - 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 GRATE 15 C3,3 �424PROPOSED CONTOUR LINES 425 4?4- EXISTING CONTOUR LINES 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 FIG 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 TIC TOP OF CURB TP TOP OF PAVING TS TOP OF SURFACING TW TOP OF WALL TYP TYPICAL W WEST DEVELOPMENT ENGINEERING im jchavez 03/17/2022 ' 0 10 20 40 GRAPHIC SCALE KEY PLAN 0 1/16 1/8 GRAPHIC SCALE (MILES) PERMIT SET Copyright©2022 - Bruce Dees & Associates (All Rights Reserved) r C o a7 m W o 2 N DCo m� a� U � o �rwcn 0 U ,p V J m c C N 3 J (!J N3 N Q m N N 0 N o o w (n � 0 Z Y � 0 U Q /**A4 m Q N N N LLI °�° °'o o • 0 0 t„00 Z o > 0 0 w a a L o a 1.4 p LU 0 Z � Q O a P o V 0a Z Q u C2m3 R-419518 Sheet 18 of 40 CADD filename: R:\DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\12 - REVISED BID SET\17501-C2.1-C2.3.DWG // Plotted: 3.09.22-21:29 By:(sjensen) BID #: