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HomeMy WebLinkAboutT-395501O 75 O U z O z W rr U U) _ o —z Q MAIN CB— OP=32.35 TOP=32.7 ,IV=29.97 INV=28.7 INV=29. � INV=29. ( �I VE Q AND G G— ICT DRIVE --- ---- ---- -- - ,UCT JgiD _— —Fi �C 12+22.56 SIDEWALK G � Tv P V 8 mTV y�r BRICK \ CONCRETE SIDEWALK WHITWORTH AVE S COORD STREET RESTORATION T FOR CAPPED WATER SRVC (RESTORATION BY COR) ME11 ST 112'+76.56 24. ';TH EX GAS VALVE R LAC EX C�CA T BE REMOV W/ PE HH. S� N T �� Q P� F cn cn O '�? 2 6.1 —TELEPHONE VAULT I11111I%ifrru design PLLC A CIVIL ENGINEERING COMPANY 219 First Avenue S., Suite 401 Seattle WA 98104 206 402 4644 TV AND TEL NOT LOCATED IN THIS AREA SIDEWALK STA 13+07.34, 24.3' RT EASEMENT REPLACE EX CENTURYLINK HH W/UTILITY VAULT 466TA. SEE NOTE 4 NV=30.6 BUILDING 400 2 BID ADDENDUM # 1 3 BID ADDENDUM # 2 5 CONSTRUCTION ASI-1 N0. 1 REVISION BRICK 08 18 2017 SURVEYED_ 08 29 2017 DESIGNED: 11 15 2017 DRAWN: TTG TTG CHECKED: WE BY DATE APPR APPROVED: BRICK GAS VALVE �aa TELEPHONE JAuL_ I �f j z m Q SCALE: VERTICAL: NAVD 1988 1 " = 10' HORIZONTAL.* NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY LEGEND Q L DATUM NAVD 88 RESTORE EX ACP OVER PCCP PER COR STD PLAN 110 AND 110.1 2" GRIND AND HMA OVERLAY SIDEWALK PER NOTE 6 0 SIDEWALK PER COR STD PLAN 102 W/LAMP BLACK PIGMENT TO MATCH EX. SEE NOTE 7 z CEM CONC DRIVEWAY PER COR STD PLAN 104.4 NOTES 1. SEE SHEET C1.0 AND C1.1 FOR GENERAL NOTES. 2. RESTORATION FOR ALL UTILITY CUTS IN EXISTING PVMT SHALL BE PER CITY OF RENTON TRENCH RESTORATION AND OVERLAY REQUIREMENTS. CONTRACTOR SHALL COORDINATE WITH CITY OF RENTON AS REQUIRED AND SHALL PAY ALL COSTS FOR RESTORATION. 3. REMOVE EXISTING FEATURES AS REQUIRED FOR CONSTRUCTION OF NEW IMPROVEMENTS. 4. VAULT/HH/METER BOX COVER SHALL BE AS FOLLOWS: - WATER METER BOXES: ARMORCAST POLYMER CONCRETE COVER W/ NONSKID SURFACE - STREETLIGHT/IRR: FOGTITE CITY OF SEATTLE TYPE 1 HH NONSKID GALV. COVER - ELEC/COMM/PRIVATE UTILITY: SAME FINISH AS STREETLIGHT/IRR. COVERS 5. SIDEWALK AND CURB RESTORATION SHALL BE TO THE NEAREST JOINT. 6. SIDEWALK SHALL BE MEDIUM LIGHT SANDBLAST FINISHED WITH 0.5" DEEP, 2'x2' SAWCUT SCORE JOINTS. CONSTRUCT 4'x4' MOCKUPS AS REQ. TO OBTAIN COR APPROVAL OF SANDBLAST FINISH AND SCORING PRIOR TO CONSTRUCTING PERMANENT WALK. • BLAST MEDIUM - #360 MESH SILICON CARBIDE - SEE SHEET C7.6 FOR SPEC • AIR PRESSURE - 100-110 SI • HOSE DIA - 1 " • HOSE LENGTH - BETWEEN 50'MIN-100'MAX • SPRAY NOZZLE - #5 • APPROXIMATE DISTANCE FROM NOZZLE TO BLASTING SURFACE - 1'-2' • SPRAY DURATION - 5-10 SECONDS • SPRAY PATTERN - CONSTANT CIRCULAR OVERLAPPING MOTION. • SURFACE PREPARATION - CLEAN AND DRY 7. CONTRACTOR TO CONFIRM SIDEWALK PIGMENT COLOR WITH CITY OF RENTON PRIOR TO INSTALLATION. 5 8. CONTRACTOR TO REPLACE RAISED PAVE NT R GS ALON R ADWAY EN LI NECESSARY PER COR STD PLAN H007 AND H007.2 CALL 48 HOURS BEFORE YOU DIG! 811 CITY OF } F RENTON Planning/Building/Public Works Dept. STREET TREE TABLE STA LOCATION TYPE 12+48.6, 22.5' RT ACER GRANDIDENTATUM 'SCHMIDTH'/ ROCKY MOUNTAIN GLOW MAPLE ��12+92.6, ACER GRANDIDENTATUM 'SCHMIDTH'/ ROCKY MOUNTAIN GLOW MAPLE N, O T CU T Q J O O T ri7 T-395501 R-395508 LU IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 RENTON COMMONS LLC 215 WHITWORTH AVE S, RENTON, WA 98057 ROW FRONTAGE IMPROVEMENT AND RESTORATION PLAN m U) z 0 5 2 0 CU z O DATE: 11/15/2017 FIELDBOOK: PAGE: DRAWING NO: C6.0 ,z SHEET: Q OF: 15