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HomeMy WebLinkAboutD-335004O LO M f� N D- I i DUVALL AVE NE \\ EX CB -2 72" � GRATE EL 398.69 N 36 "IE 392.44 a SOME! 72" S 48 "IE 392.27 \f GRATE, EL- 398:45 398.52. SSMIH �, NE 36 IE 393.85 RIM EL 398.88 \ o� SW 36" IE 393.85 IE 385,89 N 18 "IE 394.0 2 5 — ► -- t SS -- 1 s 1 EX CB -1 72" .I V, REMOVED EX 36" CMP RIM EL 398-74 398.75 REMOVE EX CB -2A AND PIPE INSTALL NEW 36" SD NE 36" IE 393.23 INSTALL NEW CB AND SD 1$QJLC _ 1► _I_ S 36" IE- 393 .23 ADJUST LOCATION IF NEEDED N--18' IE--394.10 2 GAS + L2 r 8" WATER 8 "WM WD 80_ ��- 2..GFlS - -I -.- - POWER --- RtGTIT - -OF -WAY, TYP. EH EX 36 CMP \ GIRD :. 48" CMP SSMH EL 39 .70 I = RIM EL 400.27 _ 8 °S � IF 38687_ * Line lJM � IRRIG LINE IN AREA Properly Line S S 1 REMOVE EX 36" CMP c appx INSTALL NEW 36" SD ,10p i SIGN DRIVEWA, o - ' - DO NOT USE SS PUGET PO'aER OR BLOCK cPPx "</2"GAS VAULT DRIVEWAY z ti l (oopx) 2 EX 4" ONDUIIS o° ON TOP F EX. 36" CMP { X o I DAYCARE SIGN REMOVED ------- -- - - -- D EDGE OF ASPHALT CAUTION -POWER TO MEDICAL OFFICE OT HAND IG TO EXPOSE CONDUITS PROTECIIf FROM DAMAGE DO NOT CUT OFF POWER TO OFFICE J I EDGE OF ASPHALT I a I r PARKING LOT L, a II CAUTION \ BUILDING POWER LOCATION UNKNOWN CHILD DAY CARE BLDG. #483 DUVALL AVE NE (TAX LOT 102305 -9375) I X CENTER TURN LANE T 0 10 TRAFFIC LANE —w- SSMH SCALE: 1 "= ,10' . RIM EL 398.8 T ELW 8'IE 385.87 S 8' IE 385.77 TRAFFIC LANE --► S._ ' t 7 "S CB TYPE I RIM EL 399.05 CBYPE I . -N 12 "IE 394.80 RIM EL 398.96 W 12 "IE 394.75 ED 12'IE 395.51 , 0\ TED -40 -3029 HIGHLANDS PROFESSIONAL PLAZA TO 1A AREA DOWNSTREAM CULN INLET WEST OF BREMERTON AVE N IE -388.6 CHECKED FOR COMPLIANCE TO CITY STANDARDS RONALD J. STRAKA Date 6 29 10 ROBERT HANSON Date 6/30/10 MIKE STENHOUSE Date 6/30/10 o M CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. GENERAL NOTES: A. THIS PLAN DEVELOPED FROM PLANS AND ELEVATIONS IN CITY FILES. NOT SURVEYED. LOCATIONS MAY VARY. REF: TED -40 -3029 HIGHLANDS PROFESSIONAL PLAZA TED -40 -2150 THE ORCHARDS R -2727 DUVALL AVE NE IMPRVMTS /HIGHLAND MARKET PLACE B. CONTRACTOR SHALL INSTALL EROSION CONTROL, INCLUDING FILTER FABRIC PROTECTION FOR DOWNSTREAM CATCHBASINS. C. TRENCH PATCH SHALL BE PER CITY STD PLAN 110 TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT. D. SEE TRAFFIC CONTROL BID ITEM FOR WORK HOURS AND CONDITIONS. CONSTRUCTION NOTES: O REMOVE EX SD, ENLARGE OPENING IN CB AS NEEDED FOR NEW PIPE. O PROTECT SEWER /SIDESEWER FROM DAMAGE. O3 DO NOT BLOCK DRIVEWAY. NO PARKING IN MEDICAL BUILDING PARKING LOT. NO MATERIAL STORAGE ON PROPERTY AND EASEMENT. ® MAINTAIN ACCESS LANE (20" MIN) TO DAY CARE PARKING LOT AT ALL TIMES. DO NOT BLOCK SIDEWALK ACCESS FROM NORTH. NO PARKING IN DAY CARE PARKING LOT. NO MATERIAL STORAGE ON PROPERTY AND EASEMENT. EASEMENT MAY BE USED FOR TEMPORARY STORAGE ONLY DURING WORK DAY. ALL EXCAVATIONS SHALL BE FILLED OR COVERED WITH STEEL PLATES AT THE END OF EACH WORKING DAY. O5 REMOVE CONIC RAMP AND CURB. REPLACE WITH NEW GONG CURB AND SIDEWALK. © TESC PROTECTION: CATCH BASIN PROTECTION, FILTER FABRIC FENCING, ETC. SEE STD DETAILS 214, 216.2, 216.3. O7 PROVIDE TEMP. STORMWATER BYPASS FOR EX. 36" PIPE DURING CONSTRUCTION. TYPICAL TRENCH BEDDING AND BACKFILL (NTS) TRENCH EXCAVATION PAY LIMIT 7' -0" MAXIMUM /� SEE DETAIL FOR PAVEMENT PATCH BACKFILL MATERIAL WSDOT SECTION 9 -03.19 BANK RUN GRAVEL, OR NATIVE MATERIAL IF IT MEETS SPECS. PIPE ZONE MATERIAL WSDOT 2006 SECTION 9- 03.12(3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING —NEW UTILITY PIPE a.. a EXCAVATION OF UNSUITABLE SOIL (IF NEEDED) a DEPTH AS APPROVED BY ENGINEER a. d BACKFILL WITH FOUNDATION MATERIAL MEETING WSDOT SECTION 9 -13.6 QUARRY SPALLS NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 95% MAXIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE THAT THE FLOW LINE IS MAINTAINED. 35004 ._,Fp,cSIMi�F.. - ._- CAU11ON...._..POWER TO MEDICAL OFFICE..._..... ......._._......___. ....._....__ ....._..___... ._ .....:................._..... ... as wasy HAND DIG TO EXPOSE CONDUITS ti� 'mom DO NOT CUT OFF POWER TO OFFICE D AS -BUILT SURVEY BY: N Z xxxxx RECOMMENDED t N ADDM 1 CITY WILL REMOVE LUMINAIRE POLE DWC 7/6/1) DWC somErm: wmw: ruw +a NAL As Noted „owzo„ru: „m +aeaea+ FOR APPROVAL 1 ADDED AS —BUILT INFO ADDED 12'W RELOCATION DWC 12 8 10 DWC amlGNm: BY DANIEL CAREY 6/29/10 ORIGINAL PLAN STAMPED REMOVED OLD INFO, OLD CONSTR. NOTES, CLEANED UP DRA aww„: NG. DWC AND SIGNED 6/30/10 DWC BY _ BY: RONALD J. STRAKA OXE 1Hp1 DATUM c"mxm' Ai ML $fl1E PE// 29727 RJS, DWC EXPIRES 10/16/11 NO. REVISION BY DATE APPR ^" Js Michael R. Dewitt, PLS #36795, AS -BUILT Redline Plans Stamped on 1015/2010 wre: CITY OF 10 -21 -10 RENTON DUVALL AVE NE/ #483 PAOL STORM SYSTEM REPAIR Planning /Building /Public Works Dept. 1 0,!9 " L— 3 35� 0 OF.5 D -3350 d 4 ad a a a 4 a d U a 2" MIN. O 6 "MIN /� SEE DETAIL FOR PAVEMENT PATCH BACKFILL MATERIAL WSDOT SECTION 9 -03.19 BANK RUN GRAVEL, OR NATIVE MATERIAL IF IT MEETS SPECS. PIPE ZONE MATERIAL WSDOT 2006 SECTION 9- 03.12(3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING —NEW UTILITY PIPE a.. a EXCAVATION OF UNSUITABLE SOIL (IF NEEDED) a DEPTH AS APPROVED BY ENGINEER a. d BACKFILL WITH FOUNDATION MATERIAL MEETING WSDOT SECTION 9 -13.6 QUARRY SPALLS NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 95% MAXIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE THAT THE FLOW LINE IS MAINTAINED. 35004 ._,Fp,cSIMi�F.. - ._- CAU11ON...._..POWER TO MEDICAL OFFICE..._..... ......._._......___. ....._....__ ....._..___... ._ .....:................._..... ... as wasy HAND DIG TO EXPOSE CONDUITS ti� 'mom DO NOT CUT OFF POWER TO OFFICE D AS -BUILT SURVEY BY: N Z xxxxx RECOMMENDED t N ADDM 1 CITY WILL REMOVE LUMINAIRE POLE DWC 7/6/1) DWC somErm: wmw: ruw +a NAL As Noted „owzo„ru: „m +aeaea+ FOR APPROVAL 1 ADDED AS —BUILT INFO ADDED 12'W RELOCATION DWC 12 8 10 DWC amlGNm: BY DANIEL CAREY 6/29/10 ORIGINAL PLAN STAMPED REMOVED OLD INFO, OLD CONSTR. NOTES, CLEANED UP DRA aww„: NG. DWC AND SIGNED 6/30/10 DWC BY _ BY: RONALD J. STRAKA OXE 1Hp1 DATUM c"mxm' Ai ML $fl1E PE// 29727 RJS, DWC EXPIRES 10/16/11 NO. REVISION BY DATE APPR ^" Js Michael R. Dewitt, PLS #36795, AS -BUILT Redline Plans Stamped on 1015/2010 wre: CITY OF 10 -21 -10 RENTON DUVALL AVE NE/ #483 PAOL STORM SYSTEM REPAIR Planning /Building /Public Works Dept. 1 0,!9 " L— 3 35� 0 OF.5 D -3350