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HomeMy WebLinkAboutD-3350030 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