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HomeMy WebLinkAboutD-335001L0 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