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HomeMy WebLinkAboutSWP2703350.4X X I N I IL 3 In 2 w i z Ld 2"GAS OF -WAY TYP rH GRD SSMH EL 39 770 RIM EL 400.27 I 7 SS w i li z I o I J CD I X I w 00 DUVALL AVE NE SDMH 72" - GRATE EL 39&4� 398.52 NE 36" IE 393.85 SW 36" IE 393.85 N 18"IE 394.0 EX CB-2 72" GRATE EL 398.69 N 36"IE 392.44 S 48"IE 392.27 CENTER TURN LANE 0' 10' TRAFFIC LANE -� SCALE: 1"= 10' SSMH . . . . . ; . . . . . . . . . . . . RIM EL 398.8 N,W 8"IE 385.87 S 8" IE 385.77 TRAFFIC LAN 2"S CB TYPE I " SS � RIM EL 399.05 EX CB-1- 72 .j . CB .TYPE I . N 12 IE 394.80 REMOVED EX " 36 CMP RIM EL -39�74 398.75 REMOVE EX CB-2A AND PIPE RIM EL 398.96 W 12"IE 394.75 INSTALL NEW 36" SD NE 36" IE=393.23 INSTALL NEW CB AND SD 12"IE 395.51 S 36" IE=393.23 ADJUST LOCATION IF NEEDED - N 2"GAS 18' IE=394.10 -- - _- - - - - - - ..... - 8„ WATER (WD 90) - - _ I 81_WM WD-JO .- - - POWER-- T _ 8 WM WO-90 EX 36" CMP _ ......... .............................................................................. .................................................... ........................ „L....:: :. ? EX 4 8 CMP I i +v Llne hJ"A IRRIG LINES IN AREA Property Line - - REMOVE EX 36" CMP toc apex �� I I 48IE=392.22 o rn INSTALL NEW 36" SD 400 SIGN �r-- DRIVEWAY i L;; N SS ^ DO NOT USE PUGET PO ER OR BLOCK TO WETLAND appx 1 12"GAS VAULT DRIVEWAY cz AREA (appx j 2 EX 4" ONDUITS IEDGE OF ASPHALT PARKING LOT I L DAYCARE SIGN REMOVED �G2 EDGE OF ASPHALT PARKING LOT CAUTION BUILDING POWER LOCATION UNKNOWN ON TOP IF EX. 36" CMP CAUTION -POWER TO MEDICAL OFFICE HAND DIG TO EXPOSE CONDUITS PROTECT FROM DAMAGE DO NOT CUT OFF POWER TO OFFICE J a � I Q TED-40-3029 HIGHLANDS PROFESSIONAL PLAZA - - DOWNSTREAM CULVERT INLET WEST OF II BREMERTON AVE NE - CHILD DAY CARE BLDG. I E- 388.6 - #483 DUVALL AVE NE - (TAX LOT 102305-9375) X - - --- SCALE HORIZ: 1 "= 10' PROFILE ALONG NEW PIPE LINE QEx.cas "= .................. .................... .............2"..Flex . Pipe................................. VERT: 1 . 5' ....................................... ............................... SDMH 72 EX : CB-1 72" � .......... :.... - NEW CB 2A CONC INLET .... � .......:....................................................................................................... EX CB 2 72" .....: RIM EL=398.�3 398:52 RIND EL �98.�3r 398.75 REMOVE EX: CB AND P►P:E GRATE EL 398.69 NE 36" IE=393.23 NE: 36" IE=393.23 RIM -EX. EL 3,98:2- 398.02 Td-c36"IE 992.44 REMOVE ex.N S 36" IE=393.23 ° . S--_36"!E�3=3.2�5T REMOVE ex.S S 8" IE=39fr:7- 396.27 S 48"IE 392.27 N 18' kE=394.10 N 18' IE=394.`10 NEW N 36" IE=392.44 ok ...........:...................:........... _:......:.;. ... ..:............:....:............:............. ' I ..NEW ........... 3g . ; .... S 36" 4E= 323 ok ...:._............... ........... ................ 8�� IE ....:............. . NEW ..N ... .. .=39fr4 � 395:97.................................................................................... . IRRIG LINES : 15 LF 8"DI ® 0.020 FT/FT O Removed Ex. Conc-CMP Pipe mix. W IN AREA CORE DRILL HOLE IN EX CB-2 ___ Installed 14 LF 36" CPEP .. .............................. 400 00.044 FT/FT . ....................... = GAS_ ..........Depth ...............: : Loc appx .. ... . ....................... .. ............................... ................. ....... 400 - - __ _ Loc cfppx unk . 0 Oo 3 5---�--- _ ...... \ U - . :. .tR 10/19/06 INSPECTION 0 : 2 0: O 48"IE= 392�.22 18'' PIPE ENDS; 0 8": DI PIPE GROUNTED INTO:IT. 390 REMOVE EX 36"CMP, INSTALL ................ " ..................................... ....................................... :.. ......� 390 ........ NEW 69 LF 36 CPEP 0.011 FT/FT O8" Wy 1 - D 9 0 : O WD-90 Service Line found under CMP Pipe, : A ppx EL East of CMP POWEpp Damaged. Service: Line rebuilt from 8" Main to A Meter. 2 - 4" CONDUITS a. bo s, 346p V - CROSSING OVER EX. P 36" CM 2 Gas Service to Daycare found under D. 36" S 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 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 EXISTING UTILITYLOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. j 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. O5 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. O7 PROVIDE TEMP. STORMWATER BYPASS FOR EX. 36" PIPE DURING CONSTRUCTION. TYPICAL TRENCH BEDDING AND BACKFILL (NTS) TRENCH EXCAVATI❑N PAY LIMIT 7'-0" MAXIMUM .00 SEE DETAIL FOR PAVEMENT PATCH a ° a a z 4 a a l <n 1 a a n a 12" MIN. 6"MIN 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. ............................................................... :.: F p,Cs IM/� - ''MEDICAL ''OFFICE .................................................. of Wass F HAND DIG TO EXPOSE CONDUITS DO NOT CUT OFF POWER TO OFFICE n.1 I AAA N z XXXXX �0� s'FGISTER���� SS/ONAL EN ORIGINAL PLAN STAMPED AND SIGNED 6/30/10 BY: RONALD J. STRAKA PE# 29727 EXPIRES 10/16/11 DM #1 CITY WILL REMOVE LUMINAIRE POLE D ADDED AS -BUILT INFO ADDED 12'W RELOCATION D REMOVED OLD INFO, OLD CONSTR. NOTES, CLEANED UP DRAWING Eel REVISION V V '7 W C 7/6/1 DWC su"EYED: SCALE: VERTICAL: NAVI) 1988 CITY 0 F q WC 12 8 10 DWC DESIGNED: As Noted HORIZONTAL NAD 1983/1991 A6 DWC DRAWN: DWC ONE INCH CHECKED: R E N T O N J,�.TU %i��' AT FULL RJS, DWC IF NOT ONE`I` CH Planning/Building/Public Works Dept. BY DATE APPR APPROVED: SCALE ACCORDINGLY RJS AS -BUILT SURVEY BY: Michael R. Dewitt, PLS #36795, AS -BUILT Redline Plans Stamped on 10/5/2010 DUVALL AVE NE / #483 STORM SYSTEM REPAIR DATE: 10-21-10 FIELDWOK: PAGE: DRAWING NO: 1 SHEET: OF: 5 d or �r �m �z YC z m . D-3350