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Home My WebLink AboutR-382037O AN/j W 1 C) F- KP/� Z 40 _ P/ /�II}OO mam_� ...vex RCB#4 (PUBLIQ (AB). W-1 V' z z SDI SWI.14, 231 (48) III 3A31 (AB) IE 12• CPE(N)a 48 (Al IS 12• CPE(S)-30.48 (AB) RIM 3200 IE28.00 STA a0 57" (AB) W. 3211 pie) IE Iz• )=28.11 (AB) K 12. ORE )=2H.11 (AB) 20 STA: 5/31.1 2l1 (AB) RM 34.11 ) 12• CPE H30.48 (A E 0) K 11' CPE( )1130.48 (AB) SE 1/4, SW 1/4, SEC, OS, T° 23 N°, R.05E°, WM° W W KING COUNTY, Was TON a nsmu�uc)(AB) SM 4+12.39 61 M. M.10 (A0) G S PROTECT ROVER Ill 12• CPE(M)a1.12 (AB) [ 12• CPE(S}.T1. 12 (AB) y G n R/W dAdTO MRAWIM)N Sf�, A G PFO I.Ix (AB)v 1 •..:._ \ AO A 3z -P -p _p _p 8AY Nm om n 13V 12 CPE 0 IM(A8) / PO WER -MM. -LIRE man (AB) /AE11 LBM6(PUBL(L)(AB) // v STA: , (AB) (A8) MIR 3211 M71 () 12. OENP)=28.11 (AB) IV): * 40 _ P/ /�II}OO mam_� ...vex RCB#4 (PUBLIQ (AB). W-1 V' z z SDI SWI.14, 231 (48) III 3A31 (AB) IE 12• CPE(N)a 48 (Al IS 12• CPE(S)-30.48 (AB) RIM 3200 IE28.00 STA a0 57" (AB) W. 3211 pie) IE Iz• )=28.11 (AB) K 12. ORE )=2H.11 (AB) 20 STA: 5/31.1 2l1 (AB) RM 34.11 ) 12• CPE H30.48 (A E 0) K 11' CPE( )1130.48 (AB) SE 1/4, SW 1/4, SEC, OS, T° 23 N°, R.05E°, WM° W W KING COUNTY, Was TON a nsmu�uc)(AB) SM 4+12.39 61 M. M.10 (A0) G S PROTECT ROVER Ill 12• CPE(M)a1.12 (AB) [ 12• CPE(S}.T1. 12 (AB) y G n R/W dAdTO MRAWIM)N Sf�, A G PFO I.Ix (AB)v 1 •..:._ \ AO A 3z -P -p _p _p -P -P (AB) / -MM. -LIRE man (AB) a1 -i .9 IE E• Plc (E)=4164 (A8) IE 8• Plc APPROX CATION OF WATER / LINE CRO INC CONTRACTOR / / / i0 RM LOCATION // AND OEPi. DE /--/ EXISTING GRAOE ALONG DRAINAGE LINE �ieu B.N. A yy �yg R.R. Cp N ®� A11 D IT amP"e' d O EBBW (AB) WA T �T w ON YEN w A 3+Po Re cur - - SS GAZE -P-- zp _p D LB/l ffimlo STYPE 2-48'0 / W/ SOLID LOCKING LID BIA. 84463E5k J IF 514.99 flipr-ICPE SFA SP26. 51 (AB) w 42.55 (AB) 8: 12• PAC (0=32.60 a: 12• PIC' (S)=32.60 APPROX LOCATION OF RATE ONE CROSSING CONTRACTOR TO FIELD VERIFY LOCATION B 9ERm M WAIN 6" OF CLEARANCE BETWEEN BOTTOM OF WATER PIPE AND TOP OF DRAINAGE PIPE (REFER TO NOTE 12) E%45nN0 5'�"1r 1111 BR SSABIdI STA: 4+71.27, 231 RIM: J6.3 IB 6' 0900 N= 30,57 le e" PVC w= 30.17 MM: MID 8 II E 120M SCALE NOR. I IIERT 1 ildf f2• CPE 5-0.8! (AB) / CB91 SCALE: 1" = 20' 20 10 0 20 40 STA 23(PEWL'')L MM-4IBB- RM 4M2 (AB) IFJ99B,, ml a 8. 8• DL(SW)- 41.8] III IL: __.__, _" IE 8• d(E) w 4142 (AB) (CONTRACTOR i0 FIRE VERIFY DEPTH & LOCATION OF MAN WATER MAW IF CONFLICTS ARISE USE CONCRETE INLET PER COR STD.) STA: 3STA: 3+3 RMI IE: 8" PVC N= 3427 IE: 8' PVC S= 34.17 PAVEMENT RESTORATION AS PER THE CITY OF RENTON STANDARD TRENCH RESTORATION AND PAKMENT OVEAIAY STANDARDS WILL BE APPLICABLE TRENCHES TROAD CROSSINGS). A) ME MINIMUM WIDTH OF A TRANSVERSE PATCH (ROAD CROSSING) SHLLL BE SIX AND ONE-HALF FEET (65"). SEE CITY OF RENTON STANDARD PUN DRAWING IHR -23 (SP PAGE: H0.32A). B) ANY AFFECTED LANE WILL BE GROUND DOWN Two INCHES (2) AND PAVED FOR THE ENTIRE WIDTH OF ME LANE. C) THE PATCH SHALL BE A MINIMUM OF ONE FOOT (I) BEYOND THE EXCAVATION AND PATCH LENGTH SHALL BE A MINIMUM OF AN ENTIRE TRAVELED LANE D) IF THE WIELDS OF THE TRENCHING IS WDWN THREE FEET (3) OF ANY ADJACENT LANE ONE. THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVEO E) AN AREA INCLUDING ME TRENCH AND ONE FOOT (i) ON EACH SIOE OF ME TRENCH BUT NOT LESS IRAN SIX AND ONE HALF FEET (65) TOTAL FOR THE ENTIRE WIDTH OF THE AFFECTED TRAVELED LINES WILL BE GROUND DOWN TO A DEPTH OF TWO INCHES (2-), A TWO-INCH (T) OVERLAY OF CLASS B ASPHALT WILL BE APPLIED PER CITY STANDARDS. TRENCHES RUNNING PARALLEL WRH ME STREET A) THE MINIMUM WIDTH OF A LONGITUDINAL PATCH SHALL BE FOUR AND ONE-HALF FEET (4.5). SEE CITY OF RENTON STANDARD PIAN DRAWING (HR -05 (SP PAGE W32), B) IF THE TRENCHING IS WITHIN A SINGLE TRAVEI£D LANE, AN ENTIRE DTH OVERLAY WILL BE REQUIRED. C) IF THE OUTSIDESIDE OFOF THE TRENCHING IS WITHIN THREE FEET (3) OF ANMD LAND A LANE LINE THE ENTIRE ADJACENT INCHING IS AFFECTED WILL BE OVERCOOL O) IF THE TRENCHING IS GREATER THAN OR BLOCK ETO JOR OF LTE PER BLOCK (660 FOOT MAKIMUM LENGTH), OR IF ME TOTAL PATCHES EXCEEDD 12 12 PER BLOCK, MEN THE LANES AFFECTED WILL BE O WITHIN MINIMUM OVERLAY SHALL INCLUDE ALL PATCHES MTHIN THE BLOCK SECRW, E) THE ENTIRE TRAVELED LANE WIDTH FOR THE LENGTH OF THE TRENCH AND AN ADDITIONAL BEN FEE! (10) AT EACH ENO OF THE TWILL BE GROUND DOWNN TO A DEPTH OF TWO INCHESES (2 (2) A Mb -INCH (2) OVERLAY OF CLASS B WALL BE APPLIED PER COY STANWRDS NOTES.• 1. ALL PROPOSED CATCH BASINS ARE TYRE i MH GRATED LOOKING UD UNLESS OTHERWISE SPECIFIED PER COR SID 200.00 AND INSTALLED PER COR STO 20200 2. ETHOFGAM PAD WILL BE PRWIOED IF VERTICAL SEPARATION BETWEEN allN PIPES AT CROSSINGS IS LESS THAN 12 INCHES. Aft, 4:0.60_. _.._. _. W.'I582(AB) RE, 96d, ,210 a 9• D"- 41.87 (Al 1C-3.9#-ftA- K 8' OW 4141 (AB) O (CONTRACTOR TO )ELD VERIFY DEPTH & LOCADO I OF MAIN WATER MAW IFC FIJCTS ARISE USE CONCRETE IN ET PER COR , Knawwhaisb0low. Gall bokm you dlp. VM PCOM lLTNOTE. CAUMAII n THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERFNNG ME LOCATION, DIMENSION, AND DEPTH OF ® ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PVNS OR NOT BY POMOUNG ME UV IES AND Cex2(voBUC) SURI THE PRIOR TO CONSTRUCTION HORIZONTAL THIS AND MEN L SHALLNON Lai -TXPE 2-480 INCLUDE GALLING UPI LOCATE 0 1-800-424-5555 a Al SOLID LOCKING LID POTHOLING ALL OF THE EXISTING UTILITIES AT 'S E p + •vee. 4A LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY h 4tMk-Md WI WHETHER OR NOT CONI EXIST LOCATIONS IS p OF S40 VVLMES AS SHOWN ON MESE PLANS ARE BASED UPON THE UNVERIFlED PUBLIC INFORMATION AND ARE SUBJECT TO VARNTION 6 CONI SHOULD 5!A' 3428. 51 (AD) OCCUR. ME CONTRACTOR SHALL CONSULT WITH INSIGHT RIM: 3+211 5 ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION E 12• RC �.T1.60 (A8) IF 12• M (5)llJZW (AB) R-382037 AJI BUILT I CERTIFY THAT THE LOCATIONS AND ELEVATIONS SHOWN W THE AS -BUILT PIANS FOR LWACYREGM SIGNED BY BRIM BAIAB ARE BASED ON FIELD SURVEY LOCATIONS AND ELEVATGNS COMPLETED BY PACBBCCOASTSEII DNC IN JULY AND AUGUST OF 2017 AND PROVIDED TO TECO FOR FINAL PLAN PREPARATION. _ RAI mlo•^�2 STA 21 BOA (AB) / -MM. -LIRE man (AB) a1 -i .9 IE E• Plc (E)=4164 (A8) IE 8• Plc APPROX CATION OF WATER / LINE CRO INC CONTRACTOR / / / i0 RM LOCATION // AND OEPi. DE /--/ MAINTAIN 6 OF CLEARANCE / BETWEEN BOTTOM OF WATER / PIPE AND OR W DRAINAGE / / PIPE (REF R i0 NOTE /2) 'te/ B)L Isis / &1#3 26, 61 IgOPi STA: 1+0.12, RIM: 49. 5 IE 8" P C S.= 34.0 / Pit; 42 / / 281E 121 d 0 S.BSi (AB) / STA: 3STA: 3+3 RMI IE: 8" PVC N= 3427 IE: 8' PVC S= 34.17 PAVEMENT RESTORATION AS PER THE CITY OF RENTON STANDARD TRENCH RESTORATION AND PAKMENT OVEAIAY STANDARDS WILL BE APPLICABLE TRENCHES TROAD CROSSINGS). A) ME MINIMUM WIDTH OF A TRANSVERSE PATCH (ROAD CROSSING) SHLLL BE SIX AND ONE-HALF FEET (65"). SEE CITY OF RENTON STANDARD PUN DRAWING IHR -23 (SP PAGE: H0.32A). B) ANY AFFECTED LANE WILL BE GROUND DOWN Two INCHES (2) AND PAVED FOR THE ENTIRE WIDTH OF ME LANE. C) THE PATCH SHALL BE A MINIMUM OF ONE FOOT (I) BEYOND THE EXCAVATION AND PATCH LENGTH SHALL BE A MINIMUM OF AN ENTIRE TRAVELED LANE D) IF THE WIELDS OF THE TRENCHING IS WDWN THREE FEET (3) OF ANY ADJACENT LANE ONE. THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVEO E) AN AREA INCLUDING ME TRENCH AND ONE FOOT (i) ON EACH SIOE OF ME TRENCH BUT NOT LESS IRAN SIX AND ONE HALF FEET (65) TOTAL FOR THE ENTIRE WIDTH OF THE AFFECTED TRAVELED LINES WILL BE GROUND DOWN TO A DEPTH OF TWO INCHES (2-), A TWO-INCH (T) OVERLAY OF CLASS B ASPHALT WILL BE APPLIED PER CITY STANDARDS. TRENCHES RUNNING PARALLEL WRH ME STREET A) THE MINIMUM WIDTH OF A LONGITUDINAL PATCH SHALL BE FOUR AND ONE-HALF FEET (4.5). SEE CITY OF RENTON STANDARD PIAN DRAWING (HR -05 (SP PAGE W32), B) IF THE TRENCHING IS WITHIN A SINGLE TRAVEI£D LANE, AN ENTIRE DTH OVERLAY WILL BE REQUIRED. C) IF THE OUTSIDESIDE OFOF THE TRENCHING IS WITHIN THREE FEET (3) OF ANMD LAND A LANE LINE THE ENTIRE ADJACENT INCHING IS AFFECTED WILL BE OVERCOOL O) IF THE TRENCHING IS GREATER THAN OR BLOCK ETO JOR OF LTE PER BLOCK (660 FOOT MAKIMUM LENGTH), OR IF ME TOTAL PATCHES EXCEEDD 12 12 PER BLOCK, MEN THE LANES AFFECTED WILL BE O WITHIN MINIMUM OVERLAY SHALL INCLUDE ALL PATCHES MTHIN THE BLOCK SECRW, E) THE ENTIRE TRAVELED LANE WIDTH FOR THE LENGTH OF THE TRENCH AND AN ADDITIONAL BEN FEE! (10) AT EACH ENO OF THE TWILL BE GROUND DOWNN TO A DEPTH OF TWO INCHESES (2 (2) A Mb -INCH (2) OVERLAY OF CLASS B WALL BE APPLIED PER COY STANWRDS NOTES.• 1. ALL PROPOSED CATCH BASINS ARE TYRE i MH GRATED LOOKING UD UNLESS OTHERWISE SPECIFIED PER COR SID 200.00 AND INSTALLED PER COR STO 20200 2. ETHOFGAM PAD WILL BE PRWIOED IF VERTICAL SEPARATION BETWEEN allN PIPES AT CROSSINGS IS LESS THAN 12 INCHES. Aft, 4:0.60_. _.._. _. W.'I582(AB) RE, 96d, ,210 a 9• D"- 41.87 (Al 1C-3.9#-ftA- K 8' OW 4141 (AB) O (CONTRACTOR TO )ELD VERIFY DEPTH & LOCADO I OF MAIN WATER MAW IFC FIJCTS ARISE USE CONCRETE IN ET PER COR , Knawwhaisb0low. Gall bokm you dlp. VM PCOM lLTNOTE. CAUMAII n THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERFNNG ME LOCATION, DIMENSION, AND DEPTH OF ® ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PVNS OR NOT BY POMOUNG ME UV IES AND Cex2(voBUC) SURI THE PRIOR TO CONSTRUCTION HORIZONTAL THIS AND MEN L SHALLNON Lai -TXPE 2-480 INCLUDE GALLING UPI LOCATE 0 1-800-424-5555 a Al SOLID LOCKING LID POTHOLING ALL OF THE EXISTING UTILITIES AT 'S E p + •vee. 4A LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY h 4tMk-Md WI WHETHER OR NOT CONI EXIST LOCATIONS IS p OF S40 VVLMES AS SHOWN ON MESE PLANS ARE BASED UPON THE UNVERIFlED PUBLIC INFORMATION AND ARE SUBJECT TO VARNTION 6 CONI SHOULD 5!A' 3428. 51 (AD) OCCUR. ME CONTRACTOR SHALL CONSULT WITH INSIGHT RIM: 3+211 5 ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION E 12• RC �.T1.60 (A8) IF 12• M (5)llJZW (AB) R-382037 AJI BUILT I CERTIFY THAT THE LOCATIONS AND ELEVATIONS SHOWN W THE AS -BUILT PIANS FOR LWACYREGM SIGNED BY BRIM BAIAB ARE BASED ON FIELD SURVEY LOCATIONS AND ELEVATGNS COMPLETED BY PACBBCCOASTSEII DNC IN JULY AND AUGUST OF 2017 AND PROVIDED TO TECO FOR FINAL PLAN PREPARATION.