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HomeMy WebLinkAboutD-271113ttt I T / I / I CL / 7__�27 O .v yA N o / Og 2 \ w 1 BH 1 W _STORM DRAIN OU TAE 8 "DI SE IE— *1 / DAYLIGHT 8 "DI I �OyA 7p TO NEW BANK 1 /,� xp J ��20' SW NGING GATE NEXT TO CUL�ERT I 2 Q 1 Approved BPB D7 18 "CONC NW I [E-32 I QONTN p,G84 MOP20MPL xN 18&5 /tPol DATUM STA. 10 +00 There is a 10 —foot Easement from PROPOSED 4'x6'I BOX Z12S CULVERT OUTLET D the outside edge of the box culvert, IE-= 1-39" 19.37 PIPE IN PLACE. \ N- 174007.71 27.40 wide total. E= 1299264.64 / a� See Easement Drawing for City 4 STA. 10 +12 Box Culvert IE= 19.65: PROPOSED CULVERT ANGL P INT N= 174017.63 40 E= 1299271.03 jMH I.E. _..... __..:_.... O PLANTER Riv EL =31.59 I • 1 ' N IE OUT =22.59 12' S IE IN-22.49 PRECAST OR CAST -IN PLACE BOX CULVE T SECTION, SEE DETAIL I 11 �5 S I OFAM DRAIN OUILE 2g 36 "CIMP SE IE =24. 8 / / (` o Z l F NN LI NK K FEI LINK E "AS— BUILT / / Qa o� / NEW BOX LVERT o ASBUILT LOCATION/ \ \ ACCESS RISER #1 4 STD. GRATE STA. 'tfi- E85:5& 6 Y RIMSt -- / / ' SCALE: 1 " =20' CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 C) STORM DRAINAGE NOTES ' 2 A 0 CONTRACTOR TO MAINTIAN 15 FOOT 1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING CLEARANCE FROM PSE OVERHEAD AREA INLET, CATCH BASIN, OR STORM DRAIN MANHOLE. 26 n POWER LINES. CONTRACTOR SHALL PROTECT EXISTING STORM PIPE DURING CONSTRUCTION fZrl *t EASEMENTS O3 CONTRACTOR SHALL FILL PIPE WITH LIGHTWEIGHT CDF PLUG 33/ \ TREES / BASIN / RIM -L =26.77 �12" MP SIE -25.37 Y 1 \ / \ v S 0 N DZIN OUTLET J, Q BH -7 SU \ PT.# 1 ONTROL PT.# 105 / 1 N= 174043.12 O E= 1299318.572 A / I / 1 yq� / / I City Easements not shown for clarity. (SEE SPECS.) AND INSTALL PERMANENT CONCRETE PLUG QONTN p,G84 MOP20MPL xN 18&5 /tPol DATUM U) There is a 10 —foot Easement from 12 -2 -10 IN END OF EXISTING STORM DRAIN PIPE AND ABANDON 1" I.E. UNKNOWN - D the outside edge of the box culvert, PIPE IN PLACE. \ 27.40 wide total. GPE{i— / 2> N See Easement Drawing for City 4 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR Box Culvert IE= 19.65: :IRRIGATION SYSTEM i 18 PLANTINC STRIP easement locations and recording 40 SHALL USE "ETHAFOAM" PAD AS SEPARATION BETWEEN .. ...._ I.E. _..... __..:_.... O PLANTER numbers. IN ? _......_..._. : CL PLANTING: STRIP UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6" o 1 _ WATER I.E. UNKNOWN �5 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING 2g LIGHT IGHT -� POWER FORS POLES 18 STORM DRAIN PIPE. 35 © CONTRACTOR SHALL MAINTAIN 6" MINIMUM HORIZONTAL I.E. UNKNOWN 35 SEPARATION BETWEEN CATCH BASIN AND GAS LINE. I CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS \y\ FILL WITH: BANK THAN 6" FOR REVIEW BY CITY. 200 07 CONTRACTOR SHALL INSTALL WATER LINE PER SPECS. ro2FO\ COMPACT: ® CONTRACTOR SHALL MAINTAIN 12" MINIMUM HORIZONTAL \ \ \ 30 SEPARATION BETWEEN CATCH BASIN AND WATER LINE. : .. \ .. .... _. PROPOSED -"- -- " - - - - - -- --- - - - - -- -- - - - - -- - - - -- - - - - - -- 30 CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS ® O. PROPOSED: THAN 12" FOR REVIEW BY CITY. + \ TO BANK WEST 09 CONTRACTOR SHALL COORDINATE UTILITY RELOCATIONS TO DRAIN) \\ OF CULVERT WITH UTILITY OWNERS. ,- 1 1 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE o o 25 \ G EXISTING 18" SEWER LINE TO VERIFY LOCATION AND G - 25 _. ...... _._. __ ....... ....... CONSTRUCTABILITY WITH BOX CULVERT. ... _ .. _ .. ....._....... Q W 11 CONTRACTOR SHALL CORE DRILL AND CONNECT EXISTING — — — — — — — — — — —:— — — _ — _ — — — — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — U) U7 AS -BUILT SURVEY BY: LU .,,,REVISED UHPW AND OHCOM 4fto Axis Surveying & Mapping * REVISED STORM LINE AND S &� S A, 0MPED BY: ALLEN W. GRISSOM D 21 I 113 AS -BUILT SURVEY- REMOVE S ?Er�C6ftSf1 CUNSULTING ENGINEERS ON: 5/14/08 M MITER AVENUE NORTH SUITE 200 AiATTLE, vASxwcmN smov ¢05T zea -oReo PLS #41957 EXPIRES: 1/6/10 N0. REVISION vv� ACCESS RISER #1 QONTN p,G84 MOP20MPL xN 18&5 /tPol DATUM ,� CITY OF RENTON Planning /Building /Public Works Dept. DW JWC 12 -2 -10 1" I.E. UNKNOWN - 2" ST� .WATER GPE{i— S.C. IP NW ONE INCH scuE ncmRwxc�r POWER FOR LIGHT POLE? UNKNOI^1N 18 Box Culvert IE= 19.65: :IRRIGATION SYSTEM i 18 PLANTINC STRIP ^r'Pxmm: B.B. 40 .. ...._ I.E. _..... __..:_.... O PLANTER ...... ....:...... ......__.:_. IN ? _......_..._. : CL PLANTING: STRIP 40 1 _ WATER I.E. UNKNOWN LIGHT IGHT -� POWER FORS POLES 18 35 I.E. UNKNOWN 35 I FILL WITH: BANK RUN GRAVEL, COMPACT: 30 ............. :.......... .._.i.... : 8 "DI DAYLIGHTED : .. ._. .._..._._ ...._. ___.. ._..__ EXISTING GROUND .. .... _. PROPOSED -"- -- " - - - - - -- --- - - - - -- -- - - - - -- - - - -- - - - - - -- 30 ® O. PROPOSED: GRADE (SLOPE + TO BANK WEST 4'z6' BOX CULVERT TO DRAIN) OF CULVERT ,- 1 1 o o 25 G G - 25 _. ...... _._. __ ....... ....... _ _. UD ... _ .. _ .. ....._....... Q W — - -- — — — — — — — — — — — — — — —:— — — _ — _ — — — — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — U) U7 w Ed LF 4'x6 CONC. BOX CULVERT, S= 0.00476 UI 20 20 _— — ............. .......... ..... I ....._...... I_ S .!).8622" 0.0015 ... .... -- - -- ----- -------------- — �..._..... = .._..... .. - -... __..... o T f— Q 19.37 :IE= ,193'6" STA. 10 +12OVED EX. 48" CMP 15 CULVERT ANGLE POINT 15 ........ _.. _ :_____ ..__.. :............._IE_58- 39= _...... ......... ... *1: LIGHTWEIGHT CDF PLACED UNDER CULVERT PER DETAIL 5 4'x6' GONG. BOX CULVERT APPX STA 10 +80 TO STA 12 +00 ANTICIPATED EXTENT OF POOR SOILS - 1O SEE DETAIL D 5 ..... ;6....... ..... :... :... : ......... _.... _. .__.... ._...._- ____. ..... .___. ... _... 10 FOUND PETROLEUM HYDROCARBON CONTAMINATED SOILS, APPX 200 -290 mg/kg TPH. : 1008 TONS:OF SOIL DISPOSED OF AT LA FARGE : :HORIZONTAL SCALE: :1 " =20' 5 : INCINERATOR VERTICAL SCALE: :1 " =5' S 10 +00 11+00 12 +00 13+00 AS -BUILT SURVEY BY: LU .,,,REVISED UHPW AND OHCOM 4fto Axis Surveying & Mapping * REVISED STORM LINE AND S &� S A, 0MPED BY: ALLEN W. GRISSOM D 21 I 113 AS -BUILT SURVEY- REMOVE S ?Er�C6ftSf1 CUNSULTING ENGINEERS ON: 5/14/08 M MITER AVENUE NORTH SUITE 200 AiATTLE, vASxwcmN smov ¢05T zea -oReo PLS #41957 EXPIRES: 1/6/10 N0. REVISION vv� A$ SHOWN QONTN p,G84 MOP20MPL xN 18&5 /tPol DATUM ,� CITY OF RENTON Planning /Building /Public Works Dept. DW JWC 12 -2 -10 GGNm' .. B.B. oNnwR: P.M. GxE Ixw S.C. IP NW ONE INCH scuE ncmRwxc�r BY DATE APPR ^r'Pxmm: B.B. STORM PIPE TO NEW BOX CULVERT. LOCATION OF 8 PIPE SHOWN IS APPROXIMATE. CONTRACTOR TO PROVIDE TEMPORARY BYPASS UNTIL A PERMANENT CONNECTION IS MADE. CONTRACTOR TO STAY UNDER 35 FOOT HEIGHT RESTRICTION SET BY SEATTLE CITY LIGHT. 0 LOCATIONS OF GEOTECH BORE HOLES ARE APPROXIMATE. 14 CONTRACTOR TO REMOVE ECOLOGY BLOCKS AND DELIVERY TO CITY SHOP. COORDINATE DELIVERY WITH SHOP. RIP —RAP TO BE REMOVED, AS NEEDED. 15 CONTRACTOR TO TAKE PRECAUTION AND IMPLEMENT MEASURES TO PROTECT EXISTING SEWER LINE 16 PROTECT LIGHT POLE, OR REMOVE AND RESTORE AFTER CONSTRUCTION. 1� PROTECT TREES, CITY APPROVAL NEEDED FOR REMOVAL. 18 REMOVE 1" IRRIGATION PIPE. RESTORE POWER AND WATER IMMEDIATELY AFTER CULVERT CONSTRUCTION PASSES AREA. 19 PROJECT SIGN PER CITY DETAIL, SEE SPECIFICATIONS. Q CONTRACTOR SHALL FURNISH AND INSTALL TELEPHONE VAULT TO CONNECT TO EXISTING SYSTEM. CONTRACTOR SHALL COORDINATE WITH UTILITY. RECOMMENDED FOR APPROVAL Byl_DanieL Carey __ Date:-4/9/07- 13yi --- - - - - - -- - -- Date'------- - By'---------------- Date-------- - By'- -- -- Date, -- ---- EN©E© ©1 a,E 4/6/07 RENTON VILLAGE STORM SYSTEM PROJECT n OBW PM.G D -x-71 i l,3 PLAN AND PROFILE 4 -" 12