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HomeMy WebLinkAboutSWP2703350.20 - 1 LO cr) r` N CL �J o U) Ff a SSMH RIM EL 398.88 IE 385.89 �- 12S SS 18"CONC 00 - 8„W _ 2" GAS I � \' T-OF-WAY, TYP. FH GIRD SSMH EL 39 .70 RIM EL 400.27 8" S .87 S S/ ) - DUVALL AVE NE EX CB-2 72" GRATE EL 398.69 N 36"IE 392.44 SDMH 72" S 48"IE 392.27 GRATE EL 398.45 -- _ _ CITY WILL _REMOVE REINSTALL LUMINAIRE POLE, _ NE 36" IE 393.85 CONTRACT RESPONSIBLE FOR PROTECTING CONC PAD, SW 36" IE 393.85 JUNCTION BOX, WIRING, OR REMOVING FOR CONSTRUCTION N 18"IE 394.0 AND REINSTALLING AFTER NEW SD IS COMPLETE. EX CB -I � " 5 RAMP RIM EL 398.73 REMOVE EX CB-2A AND PIPE NE 36" IE=393.23 INSTALL NEW CB AND SD O D S 36" IE=393.23 ADJUST LOCATION IF NEEDED N 18' IE=394.10 - - 4'-. , 8" WATER WD 90 POWEF -- - °� - CENTER TURN LANE n ' 0, 10, TRAFFIC LANE SSMH SCALE: 1 "= 10' RIM EL 398.8 N,W 8"IE 385.87 S 8" IE 385.77 TRAFFIC LANE 12"S_ CB TYPE I S S -- i RIM EL 399.05 CB TYPE-�-- 1 N 12F-394.80 RIM EL 398.96 W 12»IE 394.75 0 12»IE 395.51 6 EX 36 CMP D :::::.::.............................::::::::.:.::........::....:...... » - _ ... EX 48 CMP °? - --1- RIGHT-OF-WAY, TYP. Line WM IRRIG LINES IN AREA rroperty Line - REMOVE EX 36" CMP - Loc appx 48"IE=392.22 ® z INSTALL NEW 36" SD 400 SIGN N I ©O DRIVEWAY w ® -- N I DO NOT USE SS EEEC FOR SIGN PUGET POWER OR BLOCK TO WETLAND z °PPX ( Loc Unk 1 �2"GAS VAULT DRIVEWAY � \,' AREA `i TEMPORARY I (appx) 2 EX 4" CONDUITS TEMPORA Y o EASEMENT 2 I ON TOP OF EX. 36" CMP EASEMENT o w 0 c PROTECT EX SIDESEWER REMOVE DAYCARE SIGN, CURB, PLANTER, MAILBOX. EDGE OF ASPHALT ABANDON ELEC LINES. PARKING LOT CAUTION - POWER TO MEDICAL OFFICE TED - 40 - 3 0 2 9 RELOCATE SIGN, MAIL BOX HAND DIG TO EXPOSE CONDUITS HIGHLANDS PROFESSIONAL PLAZA PROTECT FROM DAMAGE DO NOT CUT OFF POWER TO OFFICE EDGE OF ASPHALT J Q PARKING LOT cl CAUTION o_ BUILDING POWER LOCATION UNKNOWN B IED POWER LOCATION UNKNOWN MA BE IN COMMON TRENCH WITH GAS __1i CHILD DAY CARE BLDG. - - - #483 DUVALL AVE NE (TAX LOT 102305-9375) DOWNSTREAM CULVERT INLET WEST OF BREMERTON AVE NE IE-388.6 Ll La SCALE HORIZ: 1 "= 10' PROFILE ALONG NEW PIPE LINE VERT: 1 "= 5' -: - ........................................................... EX CB-1 ......-----.......... 72 _... .. NEW CB-2A CONIC INLET EX CB-2 72" - RIM EL 398.73 REMOVE EX: CB AND PIPE GRATE Eli 398.69 NE 36" IE=393.23 RIM -EX. EL 398.2 N 36"IE 392.44 REMOVE ex.N S 36" IE=393.23 REMOVE ex.S S 8" IE=396.7 S 48"IE 392.27 N 18' IE=394.10 NEW N 36" IE=392.44 NEW...S..36A aE=393:23 ....................... _............... :................. _ ...... - i�EW..N...8"..IE=396.4:--....- ------ _._......... .------------------- IRRIG LINES 15 LF 8"DI ® 0.020 FT/FT ELEC FOR SIGN W IN AREA CORE DRILL HOLE IN EX CB=2 400..�.... ................................... .............................. . ..................... : Loc Unk:... - GAS..:......... Depth- ..............L°.. c .°-PPX.......................:... = ... _.400-- Loc appx unk O: O �I L J 0 . 395 ............ ....... f l _ ...._....: : - : : - : ... :...... -:...:..._...._ .:.....:..........: - : ..._ :....._... :.--_ ....._............ _. ............... :..... :.. -� 395 _ U .=. . ._. . :. . . .:. . . . . :.:.:. 10/19/06 INSPECTION 0 ' 18' PIPE ENDS; REMOVE:EX 36"CMP, :INSTALL = 390 ____ 8" DI PIPE GROUNTED INTO ... _ IT. ............ NEW.. 6... LF . 36"CPEP : ®--0.01.1...FT/FT................................ : ........:...... . - _...................:.................... - 390 POWER; Loc appx 2 - 4" CONDUITS CROSSING OVER EX. 36" CMP .......................... ----- ----------- --. _ . .. . ..............................._....... PCS I M/� ......::.... .............. _ .....CAUTION..._ . -POWER..TO...MEDICAL OFFICE .................-............................... ....................................- ..... ............._..........----.---------- F of WA F HAND DIG TO EXPOSE CONDUITS DO NOT CUT OFF POWER TO OFFICE 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 RECOMMENDED FOR APPROVAL BY DANIEL CAREY 6/29/10 BY XxXXX ORIGINAL PLAN STAMPED AND SIGNED 6/30/10 BY: RONALD J. STRAKA PE# 29727 EXPIRES 10/16/11 NO. ITY WILL REMOVE LUMINAIRE POLE REVISION DWC 7/6/1 DWC su" DESIGNED: DWC DRAWN: DWC CHECKED: RJS, DWC BY DATE APPR APB: RJS SCALE: As Noted ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAI. NAVD 1988 HORIZONTAL- NAD 19S3/1991 DATUM 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. O 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. 50 REMOVE CONC RAMP AND CURB. REPLACE WITH NEW CONIC CURB AND SIDEWALK. © TESC PROTECTION: CATCH BASIN PROTECTION, FILTER FABRIC FENCING, ETC. SEE STD DETAILS 214, 216.2, 216.3. 70 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 EXCAVATION OF UNSUITABLE SOIL (IF NEEDED) DEPTH AS APPROVED BY ENGINEER 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. I RCITY OF RENTON Planning/Building/Public Works Dept. D=335002 ADDM 41 DATE 6-29-10 DUVALL AVE NE / #483 FIRM": PAGE STORM SYSTEM REPAIR DRAWING N0: 1 SHEET: OF: - 4 BL-j J3 31 �50 d c or �r �a n' N�z mo Y 1 D < CrJm 0