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HomeMy WebLinkAboutSWP2703350.5u) co co CV REMOVE ENTIRE EX ASPHALT WALK INSTALL NEW CONCRETE SIDEWALK CITY STD PLAN 102 Cl) CURVE WALK AND ADJUST TO FIT EXISTING AND NEW. SIDEWALKS,. - - - TRANSITION FROM 5.5' TO 5.0' WIDE, RESTORE SOD AND GRAVEL PLANTING STRIPS EX 5.0' WIDE SIDEWALK cc DUVALL AVE NE REMOVE EX ASPHALT INSTALL CONCRETE SIDEWALK CITY STD PLAN 102 AND CURB AND GUTTER ADJUST TO MATCH EXISTING REMOVE EX ASPHALT INSTALL NEW 30' WIDE CONCRETE DRIVEWAY TYPE C2, CITY STD PLAN 104 RELOCATE MAIL BOX AND CURB AND GUTTER TO SIDEWALK CENTER TURN LANE . . . . . . 0' 10' TRAFFIC LANE SCALE: 1"= 10' REMOVE EX CONIC WALK AND ASPHALT AS NEEDED INSTALL NEW CONCRETE SIDEWALK PER CITY STD TRAFFIC LANE —1. PLAN 102, AND CURB AND GUTTER. ADJUST TO MATCH EXISTING S S EX 5.5' WIDE SIDEWALK SOD e - ' ::: - `=— RW' : :. :.: .:.:.:.:.:.: -RAMP . . I 77 . - _- - t. .... . . . . . X APPX EXTENT ASPHALT PATCH EDGE OF ASPHALT / PARKING LOT o i ill 1 REMOVE EX ASPHALT AS NEEDED GRADE NEW ASPHALT PATCH TO DRAIN TO CB-2A TIE PATCH INTO EX PARKING LOT GRADES 404 CHILD DAY CARE BLDG. #483 DUVALL AVE NE (TAX LOT 102305-9375) 2 EDGE OF ASPHALT PARKING LOT 2" HMA CLASS 1 /2" TRENCH PATCH OR ACP CLASS B PER DETAIL MATCH EXISTING IF GREATER —� Property Line ' I SIGN DRIVEWAY �rl Li DO NOT USE OR BLOCK DRIVEWAY y RESTORE ALL DISTURBED AREAS TO MATCH EXISTING BEFORE CONSTRUCTION, INCLUDING GRAVEL, BEAUTY BARK, SOD. SEE PRECONSTRUCTION PHOTOS. EX ASPHALT PARKING LOT ---- SLOPE TO DRAIN 0 00 ..................... �—_ 0 ........................ o ...... o .......... ........ ........... . ................. o �. O o Ono o .y O RECOMMENDED FOR APPROVAL BY DANIEL CAREY 6/29/10 BY NEW SIDEWALK, CURB, GUTTER APPX 6" CRUSHED SURFACING TOP COURSE, AS NEEDED �N�� TED-40-3029 HIGHLANDS PROFESSIONAL PLAZA RELOCATE MAIL BOX TO EDGE OF SIDEWALK TO WETLAND AREA DOWNSTREAM CULVERT INLET WEST OF BREMERTON AVE NE IEN388.6 MAIL BOX POST OR CONC. 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: 10 SEE CITY STANDARD PLANS FOR DETAILS. 20 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 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 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' ASPHALT PARKING LOT PATCH TYPI NTS RESIDENTIAL ACCESS STREETS — 2" HMA OR ACP CLASS `B' J ( ) THICKNESS SHALL NOT BE LESS THAN EXISTING PAVEMENT SECTION z O xxxxx RFG 1 STERF� \�<v S/ONAL ORIGINAL PLAN STAMPED AND SIGNED 6/30/10 BY: RONALD J. STRAKA PE# 29727 EXPIRES 10/16/11 AS -BUILT SURVEY BY: Michael R. Dewitt, PLS #36795, Redline Plans Stamped on 10/5/2010 ADDED AS —BUILT INFO, REMOVED OLD INFO, OLD CONSTR. NOTES, CLEANED UP NO. I REVISION WC 12/8/101 DWC SURVEYED: DESIGNED: DWC DRAWN: DWC CHECKED: RJS, DWC BY DATE APPR APPROVED: RJS TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT BASED ON STD PLAN 110 (NTS) SCALE As Noted ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 D-IT D`M �' CITY OF RENTON 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 F AS -BUILT DUVALL AVE NE / #483 STORM SYSTEM REPAIR RESTORATION PLAN DATE: 10-21-10 FIELDBOOK: PAGE: DRAWING NO: 2 SHEET: — OF: 5 0 C C O> Y C .barn o z a> r7l z