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HomeMy WebLinkAboutD-3350020 Ln M M N 11 k I i i z I, SSMH RIM EL 398.88 IE 385.89 18 "CONC 2 "GAS =1- PGAT-OF -WAY, TYAss ssMH RIM EL 400.27 S'S X r w °o 0 w 0 a s 0 SDMH 72" _GRATE EL 398.45 NE 36" IF 393.85 SW 36" IE 393.85 N 18'IE 394.0 EX CBS 72 DUVALL AVE NE EX CB -2 72" GRATE EL 398.69 N 36 "IE 392.44 S 48 "IE 392.27 CITY WILL REMOVE REINSTALL LUMINAIRE POLE, CONTRACT RESPONSIBLE FOR PROTECTING CONC PAD, JUNCTION BOX, WIRING, OR REMOVING FOR CONSTRUCTION AND REINSTALLING AFTER NEW SO IS COMPLETE. (6) RAMP -- RIM EL 398.73 REMOVE EX CB -2A AND PIPE NE 36" IE= 393.23 INSTALL NEW CB AND SO S 36" IE= 393.23 ADJUST LOCATION IF NEEDED N-18' IE---394.10 - 2 GAS T WATER (WD 90) POWER EX 36" CMP �- REMOVE EX 36' CMP ® INSTALL NEW 36' SD 400 N O 4 SS ELEC FOR SIGN appx Loc Unk \ "GAS TEMPORARY (aPPx) EASEMENT 2 PROTECT EX REMOVE DAYCARE SIGN, - _.SIDESEWER_._ - -CURB, PLANTER, MAILBOX. J ABANDON ELEC LINES. - -402 EDGE OF ASPHALT PARKING LOT RELOCATE SIGN, MAIL BOX EDGE OF ASPHALT PARKING LOT - CAUTION BUILDING POWER 404, LOCATION UNKNOWN CHILD DAY CARE BLDG. #483 DUVALL AVE NE - (TAX LOT 102305 -9375) X CENTER TURN LANE - 0' 10' TRAFFIC (LANE -► SSMH 1 SCALE: _11 _10' RIM EL 398.8 N,W 8 "IE 385.87 S 8" IE 385.11 TRAFFIC LANE �- --- CB TYPE I j1 RIM EL 399.05 CB TYPE -I - - - -- N 121E - 394:80 RIM EL 398.96 W 12 "IE 394.75 O ®� 12 "IE 395.51 g - N -•...c DOWNSTREAM CUI INLET WEST OF BREMERTON AVE IE-388,6 S d a 4 ° ° ad SCALE ^a 1 "= 10' 8'WM LINE 2" MIN. a 6 "MIN o EX. 48" CMP r VERT: 1 "= 5' - _. RIGHT -OF=WAY, _ -IYP. \ \IRRIG UNE \IN AREA Property Line ` 48 "IE= 392.22 A hoc appx ; EX CB -2 72" SIGN DRIVEWAY so RIM EL 398.73 N GRATE EL 398.69 4 DO NOT USE -- PUGET POWER OR BLOCK vA TO WETLAND VAULT DRIVEWAY ' `3 AREA IE= 383.23 REMOVE ex.S 2 EX 4° CONDUITS TEMPORA Y S 8" IE =396.7 S 48 "IE 392.27 ON TOP OF EX. 36" CMP EASEME T N 18' CAUTION - POWER TO MEDICAL OFFICE TED-40;3029 HAND OIG TO EXPOSE CONDUITS HIGHLANDS PROFESSIONAL PLAZA PROTECT FROM DAMAGE - ..NEW .S.36! {E= 393.23 ____ = DO NOT' CUT OFF POWER TO 0 ACE :8 "IE- 396.4. _.- A� a IRRIG LINES 15 LF 8-DI 0 0.020 FT /FT � 0 a ELEC FOR SIGN W IN AREA CORE DRILL HOLE IN EX CB -2 400. _ _ _ . B IED POWER LOCATION UNKNOWN MA BE IN COMMON TRENCH WITH GAS __ - ._GAS __. Dept Loc appx DOWNSTREAM CUI INLET WEST OF BREMERTON AVE 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 FQ O N 2 RECOMMENDED Rfc ADDM il CITY WILL REMOVE LUMINAIRE POLE DWC 7 6 1 DWC FOR APPROVAL - 0f51CX� BY DANIEL CAREY 6/29/10 : ORIGINAL PLAN STAMPED ° DWC AND SIGNED 6/30/10 DWC BY BY: RONALD J. STRAKA p1 RJS, DWC PE# 29727 EXPIRES 10/16/11 NO. REVISION BY DATE APPR """° RCS 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: REMOVE EX SO, 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. 5O 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. 7O PROVIDE TEMP. STORMWATER BYPASS FOR EX. 36" PIPE DURING CONSTRUCTION. TYPICAL TRENCH BEDDING AND BACKFILL (NTS) TRENCH EXCAVATILIN PAY LIMIT 7' -0' MAXIMUM d a 4 ° ° ad SCALE HORIZ: 1 "= 10' PROFILE ALONG NEW PIPE LINE 2" MIN. a 6 "MIN VERT: 1 "= 5' 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 `3 36" IE= 383.23 REMOVE ex.S S 8" IE =396.7 S 48 "IE 392.27 N 18' IE= 394.10 NEW N 36" IE= 392.44 . ______ _.._:____.__..NEWN - ..NEW .S.36! {E= 393.23 ____ _ :8 "IE- 396.4. _.- -... ...... IRRIG LINES 15 LF 8-DI 0 0.020 FT /FT ELEC FOR SIGN W IN AREA CORE DRILL HOLE IN EX CB -2 400. _ _ _ . __.. Loc_.Unk. -- __ - ._GAS __. Dept Loc appx - - __. _ __. _ _. _ - .400 - Loc appx unk _ o, o -� 395..... f ^}- - ._ : ._ __. . .. - .395... - \j ! - - . 10%19/06 INSPECTION O 18!' PIPE ENDS; REMOVE ;EX 36 "CMP, :INSTALL (D 390 - 8': DI PIPE GROUNTED INTO IT. .NEW.69 ... 36 "CPEP ®.6.011 FT /FT. __. __.. _.....- .390 ... ._ POWER; Loc appx 2 - 4" CONDUITS CROSSING OVER EX. 36" CMP __ ..... .. ......... ... _.!... _ ...: PC I t .. , Fop .. _..__.- - CAUTION...® POWER 'TO MEDICAC'OFFlCE - - -- -. - - -. -.- __. _.._.._...... .........._ .._... -_. -.- - _............ _ WASq F HAND DIG TO EXPOSE CONDUITS 'm : 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 FQ O N 2 RECOMMENDED Rfc ADDM il CITY WILL REMOVE LUMINAIRE POLE DWC 7 6 1 DWC FOR APPROVAL - 0f51CX� BY DANIEL CAREY 6/29/10 : ORIGINAL PLAN STAMPED ° DWC AND SIGNED 6/30/10 DWC BY BY: RONALD J. STRAKA p1 RJS, DWC PE# 29727 EXPIRES 10/16/11 NO. REVISION BY DATE APPR """° RCS 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: REMOVE EX SO, 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. 5O 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. 7O PROVIDE TEMP. STORMWATER BYPASS FOR EX. 36" PIPE DURING CONSTRUCTION. TYPICAL TRENCH BEDDING AND BACKFILL (NTS) TRENCH EXCAVATILIN 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- 335002 ADDM 41 6 -29 -10 DUVALL AVE NE/#483 STORM SYSTEM REPAIR P wurmc xo 1 - 4 13ljDil d a 4 ° ° ad d° d a o a d a a d d 2" MIN. a 6 "MIN ° - d _,- 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- 335002 ADDM 41 6 -29 -10 DUVALL AVE NE/#483 STORM SYSTEM REPAIR P wurmc xo 1 - 4 13ljDil