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HomeMy WebLinkAboutW-358204INTERSTATE 405 (I- -405) `SCQL' 6CQL'14 "WN.CEDARR a i COK S 8&09' Q -IOps0, W, / 1 ' SS T DI D , P 12" DI DR�_ 18•' CPEP SD \ �L� ts• PVC SD A O1 - \ SDMH RIM = 47.76 ` 4=47.12 IS 18'CPEP(N,S) =41. T2roEC 7bE_ v 7'1 \ UWN 4 8" PVC SO Ce RIM =46.79 IE B- PVC(SE) =41.94 IE 8'CONC(EW)CAPPED IE 4- PVC(N) =42.59 6 � - SDMH RIM= 0 IE 8'PVC(NW) -40.6 E15'PVC(5 E) =39.90 T,, / P RIM =46.52 / IE IS PVC(N,W) =39.82 -__ Si RIM4723 '. IF 1201(N) -4383 E;SPVC(S) =4223 N_ 'r. CO (- / 6 / o - PVG SD S i 15 PVC SD s 0 / 12bE_ Li B RIM =56.64 I E 15 °PVC(AeAN)(N) -42.37 IE 15'PVC(NC) =40.4] 1E 15 °PVC(S)40.47 W.VAULT 57FFk1 IE 3'PVC(SE) =40.77 p JE 18'CEP r J (%S) =4216/ -ate LAWN 12" GATE VALVE, SALVAGE AND URN TO CITY SHOP 12" DRAIN VALVE VAULT SURVEY CONTROL RICHLAND ..a..1s1 TESC NOTES: POINT DESCRIPTION NORTHING EASTING ELEVATION STATION PW-9 1. PROVIDE CATCH BASIN INLET PROTECTION PER CITY OF RENTON STANDARD PLAN 216.30 AT ALL CATCH BASINS LOCATED WITHIN 100' OF CONSTRUCTION LIMITS. 01 CP}'1 178,877.47' 1303116.76' 47.25' 2 +50.00 SCALE: SHOWN 634A -39.1 M/W Q Cite 179,028.25' 1,303,253.05' 46.97' 4 +53.25 634A -39.2 M/W QS CP#'5 179,318.24' 1,303,446.13' 47.77' - -- 634A -39.5 M/W 0 CPj10 178,611.21' 1,302,996.29' 48.35' - -- 634A -4210 M/W EW -3 0 DML -253 RCC 179,546.27' 1,302,931.63' 43.55 0 +00.00 © DML -251 RCC 179,059.08 1,302,804.90 47.29' 4+96.67, NOTE THIS POINT IS OUTSIDE OF THE PROJECT AREA 8204' L HORIZONTAL DATUM: WASHINGTON STATE PLAN GRID NORTH ZONE NAD 83/91 VERTICAL DATUM: NATIONAL AMERICA VERTICAL DATUM 1988 0 LAWN Z- M4 RI 12" C CO E 12" (Nt) = (NE)=,o2,76 2,76 2.76 A0j CB RIM=48-00 - of CON_W1'0' -� - _ o °�otetos0 t2 PvC SD WAL-Ii �'v 711'RII 1131 a 30"PINE $FlR 4 '10'CEDAR 1 CB RI! 53 .'.1 y,a0 3 S1CNBk 11/1$%12 SDMH IM-46.91 1 _ - - 8 C9EP ` u IE 8 CPEP(S) 43.9 IE 1 [ =3891 24 "%NE\ '] 1 PVC S (CAN'T DIP) B EP '' IE 8 PJC(E) 43.89 'E 6. C(S)= 390��,P \ ;S PET FIR vVC L - -� CB RIM 46.15 8 Si F 1 �'" ` _ \ I tV� '•�8rr� V4 G IE 12- CPEP(S) 43.80 CHEM I p \ SDL.H 4,1 4660 IE 4'CPEP(E) =44.40 - O- CON. �- CH M T - CH M - - - - CHEM IF 12 CPEP(N S) --43,.15 l - -= -� = _ _�I SO - \ -= IE 12 CI P 4318 \ DI SD I7, 8 PVC(Y!) =43.18 m 12 SD DT' ' I� 1 P Ca a..: 7 05 1 " �p P - \ �L7N \ rn t^s o ' - IE 12 CPEP(N) =4285 (" IE 12 cPEP(s) -42.85 2 ` �+�'�� �• o SDMH Ier- 47.06\ P o - T SICXSIk 11/1$/12 Eta IC 4 PVC(NW) 43.85 ';\ I p �I o O PUTAP INSIDE STRUCIURF� 7F m / GRASS 4 l 307 01% STRJCNRE -37.2 \\ 'i \ p u I' Y ` y m III G J GRASS r- y ®IRR. OINKING J FOUNTAIN ®IRR. 0 E RIIrI IF-16- "C,E))-4\07 CONC. E 15°P4�($N .97 / 12" DI OR C8 RIM =47.01 IE 12 °CPEP(NW)=42.91 IE G- CPEP(S) =42.91 IE 6- PVC(E) =4191 GONG o CEDAR RIVER PARK KEY NOTES: 10. DURING CONSTRUCTION OF THE 12" CPEP DR, THE EX, 12" W LINE WAS REROUTED TO VERTICALLY DEFLECT THE WATER LINE UNDER THE DRAIN LINE USING VERTICAL BENDS BETWEEN THE 24"W AND THE FIRE HYDRANT. AS BUILT RECORDS ARE NOT AVAILABLE TO CONFIRM THE LOCATION OF THE VERTICAL BENDS. PRIOR TO CONSTRUCTION, POTHOLE TO CONFIRM BEND LOCATIONS AND MAKE ADJUSTMENTS TO THE PROPOSED CONNECTION TO EXISTING AS NECESSARY TO AVOID CONFLICT WITH VERTICAL BENDS OR HYDRANT TEE. HIGH VOLTAGE PRIMARY POWER. UTILIZE EXTREME CAUTION WHEN EXCAVATING AND WORKING NEAR POWER LINE. O NOT USED EXISTING WATER SERVICE AND FLUORIDE SAMPLE LINE, DO NOT DISTURB. EXISTING 12" DRAIN VALVE, TO BE REMOVED. SEE PHOTO AND DEMOLITION NOTES THIS SHEET FOR ADDITIONAL INFO. CONSTRUCTION LIMITS, TYP. CONTRACTOR TO SECURE CONSTRUCTION SITES AND PROVIDE TEMPORARY CHAINLINK FENCE PER DWG NO. G03. CONSTRUCTION ENTRANCE, TYP. CONTRACTOR SHALL PROVIDE ADDITIONAL TESC MEASURES AS NECESSARY TO ENSURE THAT DIRT IS NOT TRANSPORTED OUTSIDE CONSTRUCTION AREA AND ONTO ROADWAYS. AT LIBERTY PARK, CONSTRUCTION ENTRANCE LENGTH MAY BE REDUCED TO 50'. 1. PROJECT SITE TOPOGRAPHIC AND BOUNDARY SURVEY COMPLETED BY TRIAD ASSOCIATES (APRIL 2012). ADDITIONAL MINOR TOPOGRAPHIC AND UTILITY INFORMATION ADDED BASED ON AS BUILT AND FIELD RECORDS. THE CONTRACTOR MAY FIND VARIATIONS BETWEEN ACTUAL FIELD CONDITIONS AND THOSE SHOWN ON THE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES AND OTHER TOPOGRAPHIC FEATURES PRIOR TO AND AS REQUIRED FOR CONSTRUCTION. 2. UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON AS BUILT FIELD LOCATION OF EXISTING STRUCTURES, FIELD LOCATION OF UTILITIES BASED ON LOCATOR PAINT MARKINGS AND LOCATIONS BASED ON UTILITY LOCATION MAPS FROM THE UTILITY PURVEYORS. OTHER UTILITIES MAY EXIST. NO SUBSURFACE EXPLORATION WAS MADE TO VERIFY UTILITY ROUTINGS AND THE ROUTING OF ALL BURIED UTILITIES SHOULD BE CONFIRMED WITH THE UTILITY PURVEYOR AND EXPOSED IN AREAS CRITICAL TO CONSTRUCTION FOR VERIFICATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. DIRT A CRASS \ J - Fnw. LINE 1, 10' ads K FENCE �� n GRASS PT BOLLARD GATE _ BOLIPRD GATE GRASS u1+°j1 v SSMH RIM-5038' WtT0. - n CL CHNL 30'PVC(N.S)=36.00 CB RiM=uE.68 L A Ll 1 ..L8 6 IF fiCUPtb)=5fi ?R EXISTING SITE PLAN 3" WOOD RETAINING WALL o 6' 8AIN DNK FENCE o rn v � cuum u 8" HOPE CHEM SS Q SS S5 ---- T_-- T-- - -T_ -_ w w �o SSMH 119213 RE: 44.77 8' PVC IN NE 8' PVC OUT SW CTR CHANNEL IS 38.21 BALL PARK - 6' CHAIN LINK FENCE Y WOOD RETAN WALL TO IRRIGATION SYSTEM (eoNG \ I I I� J I 6 CB 11 T1P 98 E 3. 43.97 y IS 0 T. 41.76 12 °01 S M ITOR MEll, TYR. 4. LL n tB 119299 -TYPE II D C E: 45.31 Ni£ IN: 41.51 12 °CMP NE \ [ IN 41.44 12'01 NW v - I E OUT: 41.38 24'CONC SW OP STANDPIPE 12'CMP 43.07 MN iAw RIM =50.84 CL CHNL 1: =43.49 ve 0 0 7 Cl W Uj ZCa z W °•� ~ � M+yW;;1 LL. aU.. c� OC ? d z �k a W J � JQr T` N l'Yl Y r 7 ss OTTOM STANDPIPE 4 . s z. •a• W w n 6 2 5 5 Is /N /ASPHALT 3'X7 MM x,p o PVi. 400.101)' 5 �� 8" PE CH C �- -es- 6 ENGINEERS VC SS 4; GRASS / C PLANNERS -- - - - -T- -- -T _ -V S IC i SCIENTISTS w w w w - -- w - w CONIC RI-12 ENGINEERING. INC. FENCE \fRRCAL CURB I 2° STEEL GAS { DID LINK �� CB 1197 R 714E j mallbox@ih2.com AND �T>� RE: 44.31 J DE-ACTIVATED IF OUT: 42.66 6'CONC SE N $19322 72" 75`621 I / mailboxOrh2com L800.720.8052 ROUSER WAY RE: .) SSMH 119244 BELLINGHAM ssu�s.oeas IE M: 41.50 24 °GONG N14 RE: 45.87 454 West Horton Road ONE WAY IE OUP. 4:.47 24"CCN'C NE 6_ PVC IN NW W 358204 BOTHELL ...'s'.. LIBERTY PARK(EW -3) EXISTING SITE PLAN _ EAS T 29th Drive SE Suite 210 EAST WENATCHEE soe.aesssoo I" = 30' 300 Simon Street. Suite 5 1. IRRIGATION SYSTEMS (TYP. BOTH SITES) - THE PARK IS IRRIGATED WITH AN AUTOMATED SYSTEM WHICH IS COMPRISED OF PIPELINES, SPRAYHEADS AND CONTROL WIRES. NO RECORDS EXIST TO LOCATE THESE SYSTEMS. WHERE ENCOUNTERED, IRRIGATION COMPONENTS SHALL BE REMOVED, REPAIRED ANDIOR REPLACED AS REQUIRED FOR CONSTRUCTION. 2. DRAIN VALVE VAULT (CEDAR RIVER PARK) - REMOVE AND DISPOSE OF EXISTING 12" DRAIN VALVE VAULT, SALVAGE AND RETURN 12" GATE VALVE TO CITY SHOPS. PROVIDE CAP AND BLOCKING OR BLIND FLANGE (OR AS APPROPRIATE) AT 12 " DR TEE CONNECTION AND ABANDON 24" W TO 12" DR CONNECTION. REMOVE AND DISPOSE EXISTING 24"1 AS PART OF CONNECTION TO EXISTING. FY♦\ REVISED TO CONFORM Q T7" y TO CONSTRUCTION RECORDS / Q {�/ �,L1 9/23/13 RH2 E NN EERING INC. DATE Ql REVISED TO CONFORM TO CONSTRUCTION RECORDS NO. REVISION 0 1 DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG LOi: 1 DWG N0. NamI:KRS I D10 DAre Sep 23, 2013 '"`A "a- a¢xr: REN -'F LLC KMP 9/23/13 .Ne No.: 710 -093 14 BY I REVIEW I DATE NFN.WL:CTPW89- D- CIVOI.DW'G C-i - W, 3 S" 8a'Gy RICHLAND ..a..1s1 TESC NOTES: 114 Columbia Point Drive. Suite C SILVERDALE 3so.e�s.>w:o 2021 HIM Mhyre Rd, Sale 107 1. PROVIDE CATCH BASIN INLET PROTECTION PER CITY OF RENTON STANDARD PLAN 216.30 AT ALL CATCH BASINS LOCATED WITHIN 100' OF CONSTRUCTION LIMITS. TACOMA u3 xoaaoss 621 Pacific Avenue Suite 104 2. PROVIDE CONSTRUCTION ENTRANCE CITY OF RENTON STANDARD PLAN 215.10. SCALE: SHOWN FY♦\ REVISED TO CONFORM Q T7" y TO CONSTRUCTION RECORDS / Q {�/ �,L1 9/23/13 RH2 E NN EERING INC. DATE Ql REVISED TO CONFORM TO CONSTRUCTION RECORDS NO. REVISION 0 1 DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG LOi: 1 DWG N0. NamI:KRS I D10 DAre Sep 23, 2013 '"`A "a- a¢xr: REN -'F LLC KMP 9/23/13 .Ne No.: 710 -093 14 BY I REVIEW I DATE NFN.WL:CTPW89- D- CIVOI.DW'G C-i - W, 3 S" 8a'Gy