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HomeMy WebLinkAboutR-396403i i i w X _J Ld Z 0 12 U m co 0 N O N 00 N 0 E 0 U E i z i N O 00 i m 0 X w m 0 i co a N 0 00 0 0 0 Ib W m za_ B izz i.7 Q0 C) I 1w=30' 0 15 30 60 Q EX. CB#530 ll \ EX. SSMH#106 G 0 EX. CB#564 EX. CB#569 EX. CB TO BE RETAINED SD TO BE RETAINED EX. CB#570 EX. CB TO BE RETAINED 4 EX. SDMH#582 \ \ HA(42 n U 2s� CO Q` <T�HG ENG\N�� ILEX. CB#5830 \ \ \ 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES �-� SAS �F W A Sy/ O 24661 S��1STE��`� AAL 10/28/2020 N 0. LITION PLAN FOR TE - VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION EXISTING � \ter• `�' \ � I URIO ) ( FIBER AND 'A LINE 15 w \ \\, \ \ 2 2 3 \N.I \\ 0 \ \ o \ \ \ CB`53� EX. C13#554\ \ L`XSS11 # 130 / \ �----JTRVNC�RAIN \ \ EX/ SDMH#589 \ \ REVISED PER AS -BUILT CONDITIONS CP-03 F.ITIRM Me, \ EX. C13#559 \ \ \ \ EXISTING UTILITY TABLE EX. CB #523 RIM=66.55' EX. CB #565 12" CMP (NE) RIM 83.23 IE 79.83 (12"CMP E) EX. SDMH(R) #551 IE=62.45' IE 79.83 (12"CMP W) COULD NOT FIND STRUCT.=61.30' BOT 78.43 EX. SDMH #556 EX. CB #531 RIM=66.37' EX. CB #566 RIM 94.76 IE 89.4 (30"C NW) IE 63.02 (12" CMP W) RIM 88.11' (ABANDONED) IE 63.57 (4"P S) IE=81.66'(R) IE 84.9 (12"C NE) 62.37 BOT IE 89.5 (30"C SE) EX. SDMH #562 EX. CB #537 EX. CB #567 RIM 88.20 RIM 82.79' 12" CMP (N) IE=73.69' RIM 87.29 IE 86.3 (6"C E) 36" CMP (W) IE=73.49' (CAR PARKED OVER) IE 85.9 (12"CMP S) 12" CMP RISER (TOP) IE=79.59' 8" PE (NE) IE=77.59' BTM. STRUCT.=69.59' EX. SDMH #550 RIM 82.83 EX. CB #568 IE 69.5 27"C W(30"R)(CMP R) RIM 95.20 EX. SDMH(R) #582 IE 71.5 12"CMP W IE 93.3 (8"C SW) STRUCTURE IE 69.8 27"C SE NOT FOUND (24",30"R)(CMP R) EX. CB #569 EX. CB #552 RIM 80.43 IE 77.0 (12"CMP N) EX. SDMH #585 RIM 94. (N IE 93.0 (N) IE 76.8 (6"P E) RIM 86.02 IE 74.8 IE 77.2 (12"CMP E) (12"C NW & SE) IE 77.1 (12"CMP S) EX. CB #570 EX. CB #553 RIM 97.45 RIM 80.60 IE 79.8 (4"P W) EX. SDMH(R) #589 IE 95.8 (8"C N) IE 76.6 (12"CMP N) COULD NOT FIND EX. CB #555 EX. CB #571 EX. SSMH #106 RIM 98.33 RIM 85.03 RIM=59.82' IE 95.3 (6"C SW) IE=78.98'(R) 8" PVC (NE,SE,S,NW) C.O.C.=47.57' EX. CB #554 EX. CB #572 EX. SSMH #107 RIM 100.9 RIM 89.54 RIM 53.67 IE 99.0 (8"C NW) IE 83.5 (12"C W) IE 48.4 (8"P N) IE 48.4 (6"P E) EX. CB #583 EX. CB #557 RIM 80.40 IE 76.4 (6"ADS E) EX. SSMH #108 RIM 97.56 IE 95.2 (6"C W) IE 74.4 (6"C E) RIM=73.50' g" PVC (NE,NW)(SE(R)) IE 74.2 (6"C W) C.O.C.=61.50' IE 78.4 (4"P W) EX. CB #558 EX. CB #584 EX. SSMH #125 RIM 80.08 RIM 93.88 IE 89.5 (24"C N) RIM 80.91 IE 78.5 (6"C W) IE 73.7 (8"IP NE) IE 89.6 (18"C S) IE 73.4 (8"P W) IE 73.6 (6"P SW) IE 73.6 (8"P S)(2 PIPES) EX. CB #559 RIM 100.95 EX. CB #586 RIM 79.74 EX. SSMH #126 IE (CAR PARKED OVER) IE 77.7 (4"P W, 6"ADS E) RIM 80.63 IE 73.9 (6"P N,SW & S) EX. CB #561 EX. CB #588 RIM 79.91 EX. SSMH #128 RIM 82.20' IE 78.1 (6"P E) RIM 80.92 IE=78.8'(12" CMP SW) IE 73.9 (8"C W-N) EX. CB #563 RIM 79.64 EX. CB #590 EX. SSMH #129 IE 76.0 12"CMP N RIM 80.36 RIM 81.49 IE 70.3 36"CMP W IE 79.5 (4"P W) IE 74.0 (8"C SW-E) IE 73.7 (36"CMP S & E) EX. CB #564 EX. SDMH #522 RIM 80.48 IE 76.7 (6"P E) RIM=66.05' 12" CMP (NE) IE=61.05' EX. SSMH #130 IE 76.7 (12"CMP E) 30" CMP (SE) IE=59.55' ' RIM 87.74 SW,NW) 8"IP IE 74.2 (36"CMP N) 12" 6205 DI (SW) IE=. 30" CMP (NW) IE=59.25' C.O.C.74.64 IE 76.9 (12"CMP S) BTM. STRUCT.=57.55' SURVEYED: DESIGNED: zTW ZTW 0 28 20 DRAWN: ZTW zTW ZTW 4 2 18 ZTW CHECKED: AS BY DATE APPR APPROVED: AS SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM ® AREA DRAIN ABAN/RET ABANDONED/RETIRED - ASPHALT (ASPH) BLRD BOLLARD BRICK SURFACE BUILDING LINE BC BUILDING CORNER BR BIKE RACK CANOPY LJ CATCH BASIN (EX. CB) CONCRETE SURFACE CW/BW CONCRETE/BRICK WALK CRW/WRW CONCRETE/WOOD RETAINING WALL CC/XC CONCRETE/EXTRUDED CURB CP/IP CONCRETE/IRON PIPE )( CHAIN LINK FENCE (CLF) CTV CABLE TV COL COLUMN �-/Y- CENTERLINE/MONUMENT LINE CO CLEANOUT CS/WS CONCRETE/WOOD STAIRS & H/C PARKING SPACE CON CONIFEROUS TREE DEC DECIDUOUS TREE CMP CORRUGATED METAL PIPE DWY DRIVEWAY ECD ELECTRICAL CONDUIT ED ELECTRICAL DUCT HH/EJB ELECTRICAL / HANDHOLE / JUNCTION BOX EMH ELECTRICAL MANHOLE EM ELECTRICAL METER EV/ET ELECTRICAL VAULT/TRANSFORMER ►�4 FOUND SURVEY MONUMENT (AS NOTED) C£ FIRE HYDRANT FIRE DEPT. CONNECTION (FDC) FO FIBER OPTICS FOMH FIBER OPTIC MANHOLE FFE FINISH FLOOR ELEVATION G GAS MAIN GM GAS METER m GAS VALVE GV GAS VAULT GUY ANCHOR O GP GUY POLE A SP STRAIN POLE * IEX. CB IRRIGATION CONTROL BOX * IV IRRIGATION VALVE IRON FENCE (WIF) IE INVERT ELEVATION CF--o LIGHT POLE (METAL) 0---o LIGHT POLE (WOOD) <---o STRAIN POLE W/ LIGHT DEMOLITION SCHEDULE C LIGHT POLE (DECORATIVE) LSCAPE/PA LAN DSCAPE/PLANTER(PL) ( O") (OJ MANHOLE ® - MAILBOX (FEDERAL/PRIVATE) p MW MONITOR WELL OHP/OHT OVERHEAD POWER/TELEPHONE OHG/OHB OVERHEAD GUYWIRE/BUS (TROLLEY) P.S. PARKING SPACE(S) ® PILING T- PROPERTY LINE (PL) (P) PAINTED UTILITY LOCATION PIPE FLOW DIRECTION PE POLYETHYLENE PPS PARKING PAY STATION ® POST INDICATOR VALVE PS/PSS COMBINED/SANITARY SEWER PSD STORM DRAIN +, PRIVATE CATCH BASIN PEDESTRIAN PUSH BUTTON (PPB) p PEDESTRIAN SIGNAL/PEDESTAL (R) RECORD DATA GRAVEL SURFACE ROCKERY RE ROOF ELEVATION SD SERVICE DRAIN (STORM) STM/V STEAM LINE/VAULT SSS SANITARY SIDE SEWER (RECORD) I n SIGN/STREET NAME SIGN TC/SL TRAFFIC CONTROL/STREET LIGHT HANDHOLE ® TRAFFIC CONTROL CABINET (TRSCC) TCHD TRENCH DRAIN TEMPORARY BENCHMARK (TBM) TCD TELEPHONE CONDUIT (BURIED) TD TELEPHONE DUCT TV TELEPHONE VAULT TMH TELEPHONE MANHOLE TS TELEPHONE SENTRY TRAFFIC FLOW DIRECTION TRAFFIC SIGNAL TRCD TRAFFIC SIGNAL CONDUIT (BURIED) TOE TOE OF SLOPE TOP TOP OF BANK O UP UTILITY POLE (WOOD) WV WATER VAULT W WATER MAIN WM WATER METER m WATER VALVE WATER BLOWOFF VALVE WATER GATE VALVE/CHAMBER VO/CO VACATION/CONDEMNATION ORDINANCE WE WIRE ELEVATION # WOOD FENCE (WF) 0 OIL FILL CAP O1 REMOVE EXISTING ASPHALT PAVEMENT AND STRIPING AND DISPOSE OF OFFSITE O REMOVE EXISTING CONCRETE CURB AND DISPOSE OF OFFSITE REMOVE EXISTING POWER POLES, LOT LIGHTS, VAULTS, TRANSFORMERS & POWER LINES. CAP AND MARK LINES FOR FUTURE USE. COORDINATE WITH LOCAL POWER COMPANY. POWER POLES & LOT LIGHTS TO BE SALVAGED TO VMC. ®REMOVE EXISTING CATCH BASINS, CLEANOUTS & DRAINS. REMOVE EXISTING STORM LINES. O REMOVE EXISTING SEWER MH, CLEANOUTS & SEWER LINES. CAP AND MARK LINES FOR FUTURE USE. ©REMOVE EXISTING TELEPHONE MH, VAULTS & LINES. CAP AND MARK LINES FOR FUTURE USE. REMOVE EXISTING FIRE HYDRANT AND REPLACE WITH NEW. HYDRANT RUN TO BE REMOVED AS SHOWN ON PLAN. CONTRACTOR TO COORDINATE VALVE CLOSURES WITH PUBLIC WORKS INSPECTOR. VALVE CLOSURES TO BE DONE BY CITY MAINTENANCE CREWS. ® REMOVE EXISTING FENCES, GATES, AND BOLLARDS AND DISPOSE OF OFFSITE. O 9 REMOVE EXISTING CONCRETE SIDEWALK AND ALL ASSOCIATED STAIRS AND HANDRAILS AND DISPOSE OF OFFSITE. 10 REMOVE EXISTING SIGN AND DISPOSE OF OFFSITE 11 REMOVE EXISTING LANDSCAPE AND DISPOSE OF OFFSITE. Q 12 REMOVE EXISTING TREE. {� 13 REMOVE EXISTING WALL AND DISPOSE OF OFFSITE. 14 APPROXIMATE LOCATION OF UNDERGROUND POWER/TELEPHONE w CONDUIT TO BE REMOVED/RELOCATED. COORDINATE WITH ELECTRICAL DESIGN PLANS. 15 EXISTING 4" FIBER AND DATA LINE TO BE REMOVED. w 16 REMOVE EXISTING HYDRANT, HYDRANT RUN, AND HYDRANT VALVE BOX. INSTALL 6" MJ PLUG ON EXISTING GATE VALVE AT HYDRANT a TEE. CONTRACTOR TO COORDINATE VALVE CLOSURES WITH PUBLIC WORKS INSPECTOR. VALVE CLOSURES TO BE DONE BY CITY MAINTENANCE CREWS. IV 17 FDC TO BE RELOCATED PER SHEET C10 Q 18 30" STORM DRAIN BYPASS LINE SHALL BE CONSTRUCTED PRIOR TO REMOVAL OF THE EXISTING 30" STORM DRAIN R-396403 CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS W w V r� M Q DATE: DEMOLITION PLAN 12/29/2017 UW MEDICINE - VALLEY MEDICAL CENTER FlELDBOOK: PAGE.r T , MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: w 400 SOUTH 43RD STREET RENTON, WASHINGTON 98055 SHEET: OF: C2 28 N