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HomeMy WebLinkAboutR-419517Ln r 0 W F_ I3' CHIN LNK FNC / ° N0'19'43"W S88'42'37"E 40.01' - I • - I GRASS CONC STRI J ASPHALT ROADWAY • U' oc� ASPHALT cr � I • 6' WOOD FNC ° I\ >. O D z Cl)/ _° \ � / I z r \ O / O I \ / m TI / z �. �° D . o Z I rq m o O I C m , . o D � � o I PP HIGH POINT (IE=422.63f) °' I I CB #303 RIM=425.07 / D )I IE SW&NE(8 )=421.90 IE SE(8")=421.90 I I 8 HDPE-12L.F.@1.0% \ I CB #304 I RIM=424.95 IE W&N 8"=421.78 \ I IE E(8")=421.78 A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE GAS MARKERS "OLYMPIC PIPE LINE" I _ _ I S88-48'26"E 359.25' _ -0-0 --0-0-0-0-0-0-0-0-0-0-_ ' 6' CHIN LNK FNC Q o-000 o-o-oT-Q-o /Q-o-o oo Q QQ - rn o T� w-o-o-o oo �� ,, _ 6' CHN LNK FNC -� _ C $C ,' 'I%^ N i- O\e \ +24------- -_ 4! n z O z o II �M lon /\� ti`� / z ,/ o z zz /c) \ � O � O N z OZ n\\ \ I' Z I O I _Pp / C) \ /• w z I C / O a\ � I • ci I c) oz o / z '\ I Co • rn z /co\ II n 0 / w / S�' � \ \ I d / o oz / 41 o o MO \\ I �Z -0\ O I oo / / \ W \ I OI 0) o C) \ \ I I 00 o \ \ o \ \ I ILJr C7 I o I W N C(0-)N / / OZ � (7 L / / // � \ O \ 2 OZ \\ \ \ Z z oz I o �//zo�'/' /� \\� \ zz 1 / N \ \ 1 z o / 0 \ I \ 0 \ \\ \ m \ \ RIM 424.80 I r �\ / - - - - ' �\ •. \\ \ \\ \ IE NW&�NE(T)=421.63 r \ \ \\ \ IE SE(8 )=421.63 _ _ QM CAPPED END �••• \ \�� _-/ / �\ \ ` \\ THDPE-12L.F.@1.0% _ J / / (IE=424.00±) •� • \\ \\ \ _ o -...-... \ \\ m \ CB 306 / _ \\ \ RIM=424.92, 1 \ I ~ \ \ IE NW&SE(8")=421,� \ i v IE SW(8")=42175 3� I / • . CB #401 (48"Dlk FLOW �,- I _ - m I � /• ' CONTROL STRUCTURE, -SEE -- SHEET C3.2), RR =428.50 - IE SW(8 )-420.44 I OVER. FLOW=423.11 I \ \yo \ 'O \ \ IE -E(12 )=420.11 \tio/ \ Q \ ?� ��\ \ \ \ ' \8" HDP&;-2 FF 9_67%N. - / I T IV I ° W I I \\•>> \\ \\ \\QA \\ \\ \\ \\ \ \\ 12"HDP LU rn U) I� I\\ \�s \ \ \ \\ \ /Uj \ �O \\\\ \\ / \\ �? ?> \ Ico \ \ \ /�> �� 8 A I 0 LU c" I U)SN , \ / D j \ I \\ \ \ \ \ \\ / \ ��, yo\ w m \ Iyo \ \ I \\ \\ \ \ F� ��2 \ \\\ \ \ \ y \ IV IExisting CB with Cut I. I / / and Capped Outfall \ j \ \ \ \ /� \ �/ • 19 \ \ \ \ \ CB X02 CB X01 / I /'\ \\ \ \ \ / �� \\ 'sue 0 \ \ \\ \\ \\ tq MENEM TP GRATE=424.99 ° u :. \ ':\\ �� ��� \\ \ \\ \\ •�` \ \ �, \� HP IE=424.65 \00 16 CONC. TRENCH DRAIN - ACO UNITS I I �,,o .. _ j;_:T _....._. /. :• \ \ \ \ \ \ c3.3 K1-2 THRU K1-20 19x39.37 / i \ : . - . �, -� �`� o :.: • \ \ \ \ \ > K 1-020 39.37» , K 1-0203 (13.95 ), \ \ \ \ \ \ K1-020 (39.37 �, AND K1-020 ° / :.:...� .:..� ....: �`•� .: �:�::.6,. �: -� \ \ \\\ \\ \ \ \�� 39.37 , TOT. LEN. = 73.3408L.F. / \.:.: :. \.. I:.. \ \, \ o� \ TP GRATE=424.99 \:'O L I LP IE=424.33 I / \ �� •� :: F / : : \. �. •••.1. TP GRATE=424.99 I LP IE=424.33 II I . a ..:... `I> ..3r\:...... : �`\:.. I \. - \ \ \ �S •0\6' \y / IE OUT=422.99 / I TP GRATE-424.99 LP IE=424.33 I r .::: • sr �� \ \ \ \ y \F� Q _UI \ Relocated French Drain 16 CONC. TRENCH DRAIN - ACO INLINE I I r C3.3 C.B. UNIT K900 19.69 AND ACO . t ���. _ \ �� _ \ �� \ Q \ �� \ �i� \ r� UNITS k1-020 39.37 K1-0203 !,� �•:::� 13.95 K1-020 39.37 AND / �, �,2 \��\ ..?>R`6,>> \ K1-20 THRU K1-2 (19x39.37 ), o �.00 �. TOT I IMOMMMMrtal SOMOOM 013 11 Flow MUNN 1 1 , , OWN FTMM PROPOSED GRADING & DRAINAGE LEGEND * SEE CITY OF RENTON STANDARD NOTES AND DETAILS ON SHEETS C3.1 AND C3.2 UNLESS NOTED OTHERWISE BELOW. - - - - - - 4" PERF. POLYETHYLENE (PP) SUBDRAIN tl 18 LATERALS AT SYNTH. TURF & GRASS FIELD C3:3 �4� 8" PERF. HDPE COLLECTOR/LATERAL CONN. (TYPE OOR <M NOTED) 1 C3:3 SANITARY SEWER MANHOLE RIM=422. 5 GEOTEXTILE FABRIC OVER SUBGRADE AT SYNTHETIC IE=414.0 , 8"PVC E TURF INFIELD ONLY (GEOTEXTILE FABRIC UNDER 36 IE=414.14; 6"PVC S ALL SUBDRAIN LATERAL & COLLECTOR TRENCHES) c4.2 IE=414.06, 8"PVC NW FLOW EA T LADDER OUTHWEST SOLID HDPE STORM DRAIN LINE (SIZE AS NOTED ON PLANS) -•••-•••- 8"PERF. POLYETHYLENE (PP) FRENCH DRAIN 19 C3:3 ............. 16 CONCRETE TRENCH DRAIN 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 O HDPE CLEANOUT 0 424 PROPOSED CONTOUR LINES 424 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 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 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 GRD 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. FIELD MATERIALS PLACEMENT AND FINISH SUBGRADE NOTES 1. FINISH SUBGRADE: FINISH SUBGRADE SHALL BE VERIFIED WITH LASER PLANE EQUIPMENT IN THE PRESENCE OF THE OWNER PRIOR TO TRENCHING. SUBGRADE TOLERANCE: PLUS 0.00' ; MINUS 0.05'. SUBGRADE MUST BE IN A SMOOTH, EVEN CONDITION PRIOR TO TRENCHING. 2. PREPARATION FOR SYNTHETIC TURF (OR TOP SAND): COMPLETE THE DRAINAGE FOR THE ENTIRE FIELD. REESTABLISH THE SUBGRADE. OBTAIN APPROVAL OF DRAINAGE AND REESTABLISHED SUBGRADE PRIOR TO PLACING ANY SYNTHETIC TURF (OR TOP SAND) MATERIALS. KEEP EQUIPMENT OFF OF THE SUBGRADE IF EXCESS RAINFALL HAS SOFTENED IT. DO NOT DRIVE RUBBER TIRED VEHICLES ACROSS TRENCHES UNLESS TRENCHES ARE BRIDGED WITH A W STEEL SHEET (APPROX. 4' x 8' SIZE). DURING DELIVERY OF MATERIALS, TRENCHES SHALL BE GUARDED BY A FIELD WORKER TO INSURE NO TRENCHES ARE CROSSED WITHOUT PROTECTION. 3. SYNTHETIC TURF MATERIALS (OR TOP SAND) PLACEMENT: VERIFY THAT SUBGRADE HAS BEEN REESTABLISHED AFTER THE DRAINAGE WORK IS COMPLETED AND HAS BEEN APPROVED (FOR THE ENTIRE FIELD). PLACE GEOTEXTILE FABRICOVER FIELD SUBGRADE AS DETAILED. SYNTHETIC TURF OR TOP SAND) MATERIALS SHALL BE PLACED OVER THE FIELD, SPREAD WITH A TRACKED PIECE OF EQUIPMENT, AND COMPACTED PER SPECS. 4. PLANARITY CHECK AND MATERIALS DEPTHS: PRESCRIBED SYNTHETIC TURF (OR TOP SAND) MATERIALS DEPTHS ARE COMPACTED DEPTHS. SYNTHETIC TURF FIELD FINISH LEVELING TOP STONE GRADE SHALL BE VERIFIED WITH LASER PLANE EQUIPMENT IN THE PRESENCE OF THE OWNER PRIOR TO PLACING SYNTHETIC TURF FIELD 'CARPET'. FINISH GRADE TOLERANCE: PLUS 0.05' ; MINUS 0.00'. 5. INSTALL SYNTHETIC TURF FIELD: VERIFY THAT FIELD BASE AND LEVELING TOP STONE MATERIALS PLACEMENT HAS PASSED PLANARITY CHECK AND BASE HAS BEEN ACCEPTED IN WRITING BY SYNTHETIC TURF MANUFACTURER. PLACE SYNTHETIC TURF FIELD 'CARPET' AND INFILL MATERIALS TO FINISH GRADE ELEVATIONS SHOWN. 0 10 20 40 GRAPHIC SCALE KEY PLAN o 1/is i/s GRAPHIC SCALE (MILES) CONSTRUCTION SET Copyright©2022 - Bruce Dees & Associates (All Rights Reserved) rC ME a o w° o r r@� - v� c O IL . 0--422 'A rn o Q c_ w 0:6U �� U � � �U U-21 QJ C U �p V J co C M Na �m 33 _ J(n n3 m � \ \ U 7 0 0 Qf (f) 0 W Z Y W U Q � m o m a N C Ld Q 00 o 7 0 w U) z N o a Z (n W o z V) UJI > o w W m N � 0 -I, N V O a w m 0 M�1 Z Cd a � o O P4 06 ., C� Z Q u C12 R-419517 Sheet 17 of 40 CADD filename: R:\DRAKINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. SET\17501-C2.1-C2.3.DWG // Plotted: 4.15.22-13:55 By.(rvissio) BID #: