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HomeMy WebLinkAboutzD-3350SetL0 CO M N CL 0 r I. N ;I e B \ DUVALL AVE NE -- -- EX CB -2 72" \ GRATE EL 3944 \\ � N 36 "IE 392.44 n° S 48 "IE 392.27 SDMH 72" GRATE EL 398.45 SSMH NE 36" IE 393.85 RIM EL 398.88 c�� SW 36" IE 393.85 IX PROTECT, RE, REMOVE F BOX, CONIC PAD IE 385.89 N 18 "IE 394.0 PROTECT, OR REMOVE FOR CONSTRUCTION. REINSTALL AFTER NEW SO IS COMPLETED _ 12 "S Ss EX CB - -1 -72L 12 "5 _ " 5 RAMP EL 398.73 REMOVE IX CB -2A AND PIPE 18 "CONC NE 36" IE= 393.23 INSTALL NEW CB AND SD D S 36" IE= 393.23 2,GAS ADJUST LOCATION IF NEEDED - *--18' IE---394.10 94.10 8.,W s 8" WATER (WD 90 2 "GAS _. POWER- � < �'-�ZIUTIF -OF -WAY, TYP. FH EX 36 CMP - -( GRD SSMH EL 39 .70 RIM I 411, Line 8 "S WM .�IRRIG LINES�IN AREA SS — REMOVE EX 36" CMP I Eoc appx INSTALL NEW 36' SD 40 I — (al h EDGE OF ASPHALT PARKING LOT CAUTION i BUILDING POWER E�q LOCATION UNKNOWN CHILD DAY CARE BLDG. I #483 DUVALL AVE NE (TAX LOT 102305 -9375) \/ CENTER TURN LANE _,,,,. —_ ' �1 N o 1 a' TRAFFIC LANE ---- 10- SSMH SCALE: 111= 10' RIM EL 3983 N,W 8 "IE 385.87 S 8' IE 385.77 TRAFFIC LANE -► CB TYPE I SS 1 - RIM EL 399.05 _ -- CB TYP-E--L 1 N 12iE- 394:80 RIM EL 398.96 W 12 "IE 394.75 O ©n 12 "IE 395.51 u ' 8 "WM EX.. 48' CMP 1 = _ RIGHTOFWAY, IYP. PUGET POWER \ VAULT 2 EX 4 �ONDUITS ON TOP OF EX. 36" CMP O roper y Ine - 48 "IE= 392.22 C! — DRIVEWAY N DO NOT USE OR BLOCK TO WETLAND DRIVEWAY AREA \, CAUTION — POWER TO MEDICAL OFFICE HAND RIG TO EXPOSE CONDUITS PROTECT FROM DAMAGE DO NOTLCUT OFF POWER TO 0 CE J v n i B IED POWER LOCATION UNKNOWN MA BE IN COMMON TRENCH WITH GAS TED -40 -3029 HIGHLANbS PROFESSIONAL PLAZA DOWNSTREAM CU INLET WEST OF BREMERTON AVE IE -388.6 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: (D REMOVE EX SO, 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. O 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. (D PROVIDE TEMP. STORMWATER BYPASS FOR EX. 36" PIPE DURING CONSTRUCTION. TYPICAL TRENCH BEDDING AND BACKFILL (NTS) TRENCH EXCAVATION PAY LIMIT 7' -0' MAXIMUM � � ( — d° o Ss ^- I ELEC FOR SIGN z appx I Loc Unk 1/2 "GAS "L - O: TEMPORARY ^' I (OPPx) 0 X EASEMENT 2 0 °- PROTECT EX SIDESEWER REMOVE DAYCARE SIGN, _ - -- CURB, PLANTER, MAILBOX. 402 EDGE OF ASPHALT - ABANDON ELEC LINES. - PARKING LOT _- \ RELOCATE SIGN, MAIL BOX EDGE OF ASPHALT PARKING LOT CAUTION i BUILDING POWER E�q LOCATION UNKNOWN CHILD DAY CARE BLDG. I #483 DUVALL AVE NE (TAX LOT 102305 -9375) \/ CENTER TURN LANE _,,,,. —_ ' �1 N o 1 a' TRAFFIC LANE ---- 10- SSMH SCALE: 111= 10' RIM EL 3983 N,W 8 "IE 385.87 S 8' IE 385.77 TRAFFIC LANE -► CB TYPE I SS 1 - RIM EL 399.05 _ -- CB TYP-E--L 1 N 12iE- 394:80 RIM EL 398.96 W 12 "IE 394.75 O ©n 12 "IE 395.51 u ' 8 "WM EX.. 48' CMP 1 = _ RIGHTOFWAY, IYP. PUGET POWER \ VAULT 2 EX 4 �ONDUITS ON TOP OF EX. 36" CMP O roper y Ine - 48 "IE= 392.22 C! — DRIVEWAY N DO NOT USE OR BLOCK TO WETLAND DRIVEWAY AREA \, CAUTION — POWER TO MEDICAL OFFICE HAND RIG TO EXPOSE CONDUITS PROTECT FROM DAMAGE DO NOTLCUT OFF POWER TO 0 CE J v n i B IED POWER LOCATION UNKNOWN MA BE IN COMMON TRENCH WITH GAS TED -40 -3029 HIGHLANbS PROFESSIONAL PLAZA DOWNSTREAM CU INLET WEST OF BREMERTON AVE IE -388.6 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: (D REMOVE EX SO, 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. O 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. (D 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 `1— a ° EXCAVATION OF UNSUITABLE SOIL (IF NEEDED) t a DEPTH AS APPROVED BY ENGINEER d BACKFILL WITH FOUNDATION MATERIAL MEETING d.. 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 I I PG✓'J_ RECOMMENDED FOR APPROVAL BY DANIEL CAREY 6/29/10 BY 6 -29 -10 DUVALL AVE NE/#483 STORM SYSTEM REPAIR P� aux+xc xo 1 D -3350 ° d d Q ° d° o a d a ° a d d d d 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 `1— a ° EXCAVATION OF UNSUITABLE SOIL (IF NEEDED) t a DEPTH AS APPROVED BY ENGINEER d BACKFILL WITH FOUNDATION MATERIAL MEETING d.. 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 I I PG✓'J_ RECOMMENDED FOR APPROVAL BY DANIEL CAREY 6/29/10 BY 6 -29 -10 DUVALL AVE NE/#483 STORM SYSTEM REPAIR P� aux+xc xo 1 D -3350 0 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 0 M M n N Q_ J� 3 N t B DUVALL AVE NE �CENTER TURN LANE REMOVE EX ASPHALT REMOVE ENTIRE EX ASPHALT WALK INSTALL CONCRETE SIDEWALK 10' INSTALL NEW CONCRETE SIDEWALK CITY STD PLAN 102 CITY STD PLAN 102 AND CURB AND GUTTER TRAFFIC LANE --a- CURVE WALK AND ADJUST TO FIT EXISTING AND ADJUST TO MATCH EXISTING 1 l NEW SIDEWALKS, SCALE: 1 "= 10' TRANSITION FROM 5.5' TO 5.0' WIDE, REMOVE EX ASPHALT REMOVE EX CONC WALK AND ASPHALT AS NEEDED RESTORE SOD AND GRAVEL PLANTING STRIPS INSTALL NEW 30' WIDE CONCRETE DRIVEWAY INSTALL NEW CONCRETE SIDEWALK PER CITY STD TYPE C2, CITY STD PLAN 104 PLAN 102, AND CURB AND GUTTER. TRAFFIC LANE a► SS AND CURB AND GUTTER RELOCATE MAIL BOX ADJUST TO MATCH EXISTING SS TO SIDEWALK EX 5.0' WIDE SIDEWALK U ® ® EX 5.5' WIDE SIDEWALK O _ a ❑ SOD,•:• :•: o- .RAMP. :RAMP -► . SLOPE —►. -►..� `--RiGA�OF —WAY. TYP. GRAVEL - - © s Q CB -2A' CB —2 CB t \ _ . - - - - RIGI-11 0} WAY,.. TYP Properly Line ` SS 400 \ SIGN __- DRIVEWAY 10 a DO NOT USE w REMOVE EX ASPHALT AS NEEDED OR BLOCK TO WETLAND GRADE NEW ASPHALT PATCH TO DRAIN TO CB -2A DRIVEWAY AREA W 11E PATCH INTO EX PARKING LOT GRADES 0 X ° RESTORE ALL DISTURBED AREAS TO MATCH \ EXISTING BEFORE CONSTRUCTION, INCLUDING GRAVEL, BEAUTY BARK, SOD. — 402 EDGE OF ASPHALT TED -40 -3029 PARKING LOT SEE PRECONSTRUCTION PHOTOS. HIGHLANDS PROFESSIONAL PLAZA a EDGE OF ASPHALT RELOCATE SIGN (CENTER SECTION ONLY) _T s PARKING LOT HANG ON AWNING ABOVE ENTRANCE. COORDINATE SIGN AND MAIL BOX o RELOCATION WITH CITY AND BUSINESS. \ 404 /� SIGN DOWNSTREAM CULVERT INLET WEST OF i BREMERTON AVE NEB CHILD DAY CARE BLDG. IE -388.6 #483 DUVALL AVE NE (TAX LOT 102305 -9375) 2" HMA CLASS 1/2° TRENCH PATCH OR ACP CLASS B PER DETAIL MATCH EXISTING IF GREATER �1 EX ASPHALT PARKING LOT RECOMMENDED FOR APPROVAL BY DANIEL CAREY 6/29/10 BY SLOPE TO DRAIN NEW SIDEWALK, CURB, GUTTER APPX 6" CRUSHED SURFACING TOP COURSE, AS NEEDED RELOCATE MAIL BOX TO EDGE OF SIDEWALK MAIL BOX POST OR CONK. FOOTING AS NEEDED. PROVIDE SLEEVE IN SIDEWALK FOR POST, FILL W/ GROUT 2 LIMA CLASS 1/2" OR ACP CLASS B HMA OR ACP CLASS B SEE BELOW FOR MINIMUM STANDARDS* 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. RESTORATION PLAN CONSTRUCTION NOTES: tO SEE CITY STANDARD PLANS FOR DETAILS. �2 XXX O DO NOT BLOCK MEDICAL BUILDING 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. OS SALVAGE EX CONK BUMPER. CUT AS NEEDED AND REPOSITION TO FILL GAP WITH NEW SIDEWALK. © TESC PROTECTION: CATCH BASIN PROTECTION, FILTER FABRIC FENCING, ETC, SEE STD DETAILS 214, 216.2, 216.3. 6.5' MIN. 1' 1 1' 2.5' _ 1' 1' MIN MIN MIN MIN MIN 2" GRIND OR SAWCUT AND REMOVE, SEAL WITH AR -4000W 6" CRUSHED SURFACING TOP COURSE COMPACT TO 95% MODIFIED PROCTOR BACKFILL MATERIAL r CRUSHED SURFACE TOP COURSE, OR AS REQUIRED BY ENGINEER, COMPACT TO 95% MOD. PROCTOR PIPE ZONE BEDDING PER WSDOT STANDARD SPECIFICATIONS FOR TYPE OF PIPE, OR AS REQUIRED BY ENGINEER *MINIMUM STANDARDS SHALL BE: PRINCIPAL /MINOR /COLLECTOR, ARTERIAL AND INDUSTRIAL ACCESS STREETS — 6" HMA OR ACP CLASS `B' RESIDENTIAL ACCESS STREETS — 2" HMA OR ACP CLASS 'B' THICKNESS SHALL NOT BE LESS THAN EXISTING PAVEMENT SECTION TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT BASED ON STD PLAN 110 5003 DUVALL AVE NE/#483 STORM SYSTEM REPAIR RESTORATION PLAN 2 i O 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 0 LO cf) co N U) i i t ff REMOVE ENTIRE EX ASPHALT WALK INSTALL NEW CONCRETE SIDEWALK CITY STD PLAN 102 CURVE WALK AND ADJUST TO FIT EXISTING AND NEW, SIDEWALKS,. TRANSITION FROM 5.5' TO 5.0' WIDE, RESTORE SOD AND GRAVEL PLANTING STRIPS SS WIDE SIDEWALK co REMOVE EX ASPHALT INSTALL CONCRETE SIDEWALK CITY STD PLAN 102 AND CURB AND GUTTER REMOVE EX ASPHALT INSTALL NEW 30' WIDE CONCRETE DRIVEWAY TYPE C2, CITY STD PLAN 104 RELOCATE MAIL BOX AND CURB AND GUTTER TO SIDEWALK U SOD 6•.•. RAMP. . . RAMP ' .\ .. . . . = R GR OF -WAY, TYP. -GRAVEL �' SLOPE -- . Beauty Bark C 3 =2A CB -1 L.I I APPX EXTENT ASPHALT PATCH w REMOVE EX ASPHALT AS NEEDED GRADE NEW ASPHALT PATCH TO DRAIN TO CB -2A X o I I TIE PATCH INTO EX PARKING LOT GRADES EDGE OF ASPHALT - - CENTER TURN iANE REMOVE EX CONC WALK AND ASPHALT AS NEEDED INSTALL NEW CONCRETE SIDEWALK PER CITY STD PLAN 102, AND CURB AND GUTTER. ADJUST TO MATCH EXISTING SS J a EDGE OF ASPHALT y I PARKING LOT a CHILD DAY CARE BLDG. #483 DUVALL AVE NE - -- (TAX LOT 102305 -9375) \/ 2" HMA CLASS 1/2° OR ACP CLASS 8 MATCH EXISTING IF GREATER EX ASPHALT PARKING LOT TRENCH PATCH EX 5.5' WIDE SIDEWALK CB -2 SLOPE TO DRAIN ASPHALT PARKING LOT PATCH Property Line )RIVEWAY DO NOT USE OR BLOCK DRIVEWAY 0' 10' TRAFFIC LANE N. If SCALE: 1 "= 10' i TRAFFIC LANE RIGHT .m, RESTORE ALL DISTURBED AREAS TO MATCH EXISTING BEFORE CONSTRUCTION, INCLUDING GRAVEL, BEAUTY BARK, SOD. SEE PRECONSTRUCTION PHOTOS. NEW SIDEWALK, CURB, GUTTER APPX 6" CRUSHED SURFACING TOP COURSE, AS NEEDED (NTS) AS -BUILT SURVEY BY: Michael R. Dewitt, PLS #36795, Redline Plans Stamped on 101512010 TED -40 -3029 HIGHLANDS PROFESSIONAL PLAZA DOWNSTREAM CUL� INLET WEST OF BREMERTON AVE N I E -388.6 RELOCATE MAIL BOX TO EDGE OF SIDEWALK MAIL BOX POST OR CONIC. FOOTING AS NEEDED. PROVIDE SLEEVE IN SIDEWALK FOR POST, FILL W/ GROUT 2" HMA CLASS 1/2" OR ACP CLASS B HMA OR ACP CLASS B SEE BELOW FOR MINIMUM STANDARDS* 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. RESTORATION PLAN CONSTRUCTION NOTES: 0 SEE CITY STANDARD PLANS FOR DETAILS. 2O XXX O3 DO NOT BLOCK MEDICAL BUILDING 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 SALVAGE EX CONIC BUMPER. CUT AS NEEDED AND REPOSITION TO FILL GAP WITH NEW SIDEWALK. © TESC PROTECTION: CATCH BASIN PROTECTION, FILTER FABRIC FENCING, ETC. SEE STD DETAILS 214, 216.2, 216.3. 6.5' MIN. 1' 1' 2.5' 1' 1' MIN MIN MIN I MIN MIN 2" GRIND OR SAWCUT AND REMOVE, SEAL WITH AR -4000W 6" CRUSHED SURFACING TOP COURSE COMPACT TO 95% MODIFIED PROCTOR �— BACKFILL MATERIAL CRUSHED SURFACE TOP COURSE, OR AS REQUIRED BY ENGINEER, COMPACT TO 95% MOD. PROCTOR '� - -- PIPE ZONE BEDDING PER WSDOT STANDARD SPECIFICATIONS FOR TYPE OF PIPE, OR AS REQUIRED BY ENGINEER *MINIMUM STANDARDS SHALL BE: PRINCIPAL /MINOR /COLLECTOR, ARTERIAL AND INDUSTRIAL ACCESS STREETS — 6" HMA OR ACP CLASS 'B' RESIDENTIAL ACCESS STREETS — 2" HMA OR ACP CLASS ,B, D=335005 THICKNESS SHALL NOT BE LESS THAN EXISTING PAVEMENT SECTION TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT BASED ON STD PLAN 110 RECOMMENDED , N�� 1 ADDED AS —BUILT INFO DWC 12 8 10 DWC vmrmu: xnro ,eae NAL As Noted xOxR°MN: xep 19&//1991 FOR APPROVAL — REMOVED OLD INFO, OLD CONSTR. NOTES, CLEANED UP DRAV ING. BY DANIEL CAREY 6/29/10 : ORIGINAL PLAN STAMPED DWC AND SIGNED 6/30/10 DWC BY BY: RONALD J. STRAKA cxmrzm: °N� E' DATUM PE# 29727 RJS, Dwc W xor ME E W ixc" EXPIRES 10/16/11 NO. REVISION BY DATE APPR 5ro ecwxmxccv RJS CITY OF 10 -21 -10 DUVALL AVE NE/#483 Flsbm° RENTON STORM SYSTEM REPAIR aw ° Planning /Building /Public Works Dept. RESTORATION PLAN 2