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HomeMy WebLinkAboutSWP2703350.1SSMH RIM EL 400.27 X M \ SSMH RIM EL 398.88 IE 385.89 12"S 18"CONC SS 8 "W - 2"GAS_ T-OF-WAY, TYP. FH GRD EL 39 .70 SS 00 DUVALL AVE NE SDMH 72" GRATE EL 398.45 NE 36" IE 393.85 EX LUMINAIRE, JUNCTION BOX, CONC PAD SW 36" IE 393.85 PROTECT, OR REMOVE FOR CONSTRUCTION. N 18"IE 394.0 REINSTALL AFTER NEW SD IS COMPLETED 1- - EX CB-2 72" GRATE EL 398.69 N 36"IE 392.44 S 48"IE 392.27 EX CB--1- 72" 5 RAMP RIM EL 398.73 REMOVE EX CB-2A AND PIPE NE 36" IE=393.23 INSTALL NEW CB AND SID O3 " ADJUST LOCATION IF NEEDED CENTER TURN LANE 0' 10' TRAFFIC LANE -40- SSMH SCALE: 1 "= -10' RIM EL 398.8 N,W 8"IE 385.87 S " IE 385.77 TRAFFIC LANE - 1 1 CB TY---- RIM EL 398.96 'PL06' PE-I. 12"IE 395.51 S 36 IE=393.23 2 "GAS D N-� s' IE=39.10 PWR-, 8" WATER (WD 90)- /"WM ��- POWER EX 36" CMP D EX 48 CMP dine WM IRRIG LINES IN AREA Property Line REMOVE EX 36" CMP I Loc appx ® Z INSTALL NEW 360 SD 400 �' \ ©O sIGN DRIVEWAY I Q I SS ^ ELEC FOR SIGN z appx Loc Unk 1 /2"GAS TEMPORARY I (appx) o LLA EASEMENT 2 0 x. 0 c- PROTECT EX REMOVE DAYCARE SIGN, Lj SIDESEWER CURB, PLANTER, MAILBOX. 402 EDGE OF ASPHALT -J ABANDON ELEC LINES. PARKING LOT RELOCATE SIGN, MAIL BOX J EDGE OF ASPHALT PARKING LOT CL CHILD DAY CARE BLDG. #483 DUVALL AVE NE (TAX LOT 102305-9375) CAUTION BUILDING POWER LOCATION UNKNOWN ? DO NOT USE PUGET POWER OR BLOCK U) VAULT Z DRIVEWAY DO I2 EX 4" CONDUITS TEMPORA Y ON TOP OF EX. 36" CMP EASEME T .'s CAUTION -POWER TO MEDICAL OFFICE � HAND DIG TO EXPOSE CONDUITS PROTECT FROM DAMAGE DO NOT CUT OFF POWER TO OFFICE I ED POWER LOCATION UNKNOWN BE IN COMMON TRENCH WITH GAS 48"IE=392.22 CB TYPE I RIM EL 399.05 N 1211= 394:80 W 12"IE 394.75 0 r� 6 8"WM RICH I -OF- WAY, TYP. � o M N TO WETLAND AREA TED-40-3029 HIGHLANDS PROFESSIONAL PLAZA DOWNSTREAM CULVERT INLET WEST OF BREMERTON AVE NE IE-388.6 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 EL 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 Sr 36" a=393:23........................... .........................................-t4EW -N--- :8"..IE=396-4:............................................................-- .............:..................._............------. IRRIG LINES 15 LF 80DI ® 0.020 FT/FT ELEC F0� SIGN � IN AREA CO DRILL HOLE IN EX CB- RE LE 2 400------- LocUnk GAS = h ....----- ....... ........ Dep { 0 c .appx......:...... ...... .. .........---.............---------..... . ............... ........----- ..................... ............ OO --- Loc (ippx un - _ : O p: O L J -� 395 - ...... -- ......... ........... : : ................:...:......:....:...:..: n : f 19 . ---:..:..:...: :._:...._._..:...:.:._...........:._ .................... ............ - :...................:............... __ 3 5 ...... _ . . ... . . . . :. :....:.: ::: :::.....................: : 10%19/06 INSPECTION 18= PIPE ENDS; : O REMOVE " :EX 36 CMP, :INSTALL 0 - 390--- 8,,: DI PIPE GROUNTED INTO:IT. ...... .............. :.............. ................... :...................:.... :......NEW..69- _ LF.36"CPEP:®..0,01.1...�/Ft...............:................ :............. _...... :...................:...................:...................:............... 390 POWER: Loc appx 2 - 4" CONDUITS CROSSING OVER EX. 36" CMP ................ ......................... ............................. ...:............ ....:.......... ................................ :. . . . .........:..........CAUTION....POWER''TO 'MEDICALOFFICE............. .................------....................------........:............----..........---...............---............. HAND DIG TO EXPOSE CONDUITS D J. S r_ DO NOT CUT OFF POWER TO OFFICE CHECKED FOR COMPLIANCE TO CITY STANDARDS Date ,.._,_ _Date /-r Date l RECOMMENDED FOR APPROVAL BY DANIEL CAREY 6/29/10 BY hd 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: 10 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. 50 REMOVE CONC RAMP AND CURB. REPLACE WITH NEW CONC 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) 1 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. D=335001 FINAL SURVEYED: SCALE 6-29-10 DESMM As Noted HDMOWAL- WD 1910/1991 CITY OF Fl°-°B°°" DRMDwc DUVALL AVE N E / #483 "" DWc ONE � DATUM ��=� V DM R E N TO N STORM SYSTEM REPAIR NG W. CwCvjml AT FULL SCALE Planning/Building/Public Works Dept. 1 RJS, DWC IF mn ors MI NO. REVISION BY DATE APPR APPROVIM: SCALE ANY SHEET. - OF. 4 RJS DI-13IA510 I 0 c �D o�lot ucz �m omc r�z DD W �< m W z m