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HomeMy WebLinkAboutD-3350050 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