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HomeMy WebLinkAboutSWP2703350.3o00 DUVALL AVE NE CENTER TURN LANE REMOVE EX ASPHALT - - - - - -- N INSTALL CONCRETE SIDEWALK REMOVE ENTIRE EX ASPHALT WALK �- INSTALL NEW CONCRETE SIDEWALK CITY STD PLAN 102 CITY STD PLAN 102 AND CURB AND GUTTER (/) CURVE WALK AND ADJUST TO FIT EXISTING AND ADJUST TO MATCH EXISTING NEW SIDEWALKS,, - - - 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. bs AND CURB AND GUTTER RELOCATE MAIL BOX ADJUST TO MATCH EXISTING nos� TO SIDEWALK 0' 10' TRAFFIC LANE —0- SCALE: 1" 10' TRAFFIC LANE EX 5.0' WIDE SIDEWALK © ® ® EX 5.5' WIDE SIDEWALK O - ❑ ❑ SOD-` . . ;._ . . .-.;.;-;•;•;• ;•;.;•;•;•;•; . . - - RAMP: . . . . . . . . . . . . . . -R7AMP - . . . r 10' EDGE OF ASPHALT PARKING LOT 0 REMOVE EX ASPHALT AS NEEDED GRADE NEW ASPHALT PATCH TO DRAIN TO CB-2A TIE PATCH INTO EX PARKING LOT GRADES _ EDGE OF ASPHALT —/ PARKING LOT RELOCATE SIGN (CENTER SECTION ONLY) HANG ON AWNING ABOVE ENTRANCE. Q COORDINATE SIGN AND MAIL BOX o RELOCATION WITH CITY AND BUSINESS. L CHILD DAY CARE BLDG. #483 DUVALL AVE NE - (TAX LOT 102305-9375) 2" HMA CLASS 1 /2" OR ACP CLASS B MATCH EXISTING IF GREATER EX ASPHALT PARKING LOT RECOMMENDED FOR APPROVAL BY DANIEL CAREY 6/29/10 BY TRENCH PATCH PER DETAIL I o , 1 RIGHT-OF-WAY, TYP. Property Line SIGN DRIVEWAY DO NOT USE OR BLOCK TO WETLAND DRIVEWAY AREA RESTORE ALL DISTURBED AREAS TO MATCH EXISTING BEFORE CONSTRUCTION, INCLUDING GRAVEL, BEAUTY BARK, SOD. TED-4C-3029 SEE PRECONSTRUCTION PHOTOS. HIGHLANDS PROFESSIONAL PLAZA NEW SIDEWALK, CURB, GUTTER SLOPE TO DRAIN --.� .... 00 o..... o .................. O o 0 o O o �o�o APPX 6" CRUSHED SURFACING TOP COURSE, AS NEEDED ASPHALT PARKING LOT PATCH TYP 17 O 1an�r Jai 061 REVISION (NTS) DOWNSTREAM CULVERT INLET WEST OF BREMERTON AVE NE IE-388.6 J RELOCATE MAIL BOX TO EDGE OF SIDEWALK MAIL BOX POST OR CONC. FOOTING AS NEEDED. PROVIDE SLEEVE IN SIDEWALK FOR POST, FILL W/ GROUT SURVEYED: DESIGNED: DWC DRAWN: DWC CHECKED: RJS, DWC BY DATE AP P R APPROVED: RJS 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: 10 SEE CITY STANDARD PLANS FOR DETAILS. O2 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. 50 SALVAGE EX CONC 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 MIN MIN 2" GRIND OR SAWCUT AND REMOVE, SEAL WITH AR-4000W 6" CRUSHED SURFACING TOP COURSE COMPACT TO 95% MODIFIED PROCTOR *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 (NTS) S(`.eI F. As Noted ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VE"CAL: NAVE) 1988 HORIZONTAL" NAD 1983/1991 DATUM CITY OF RFNTON Planning/Building/Public Works Dept. 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 5003 FINAL DUVALL AVE NE / #483 STORM SYSTEM REPAIR RESTORATION PLAN DATE: 6-18-10 FlELDBOOK: PAGE 2 SHEET: OF: 4 0[:[ c �y Olot�D �< 1 zm �0 1 U >D �< Wm z m JDJ-13131�)