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HomeMy WebLinkAboutR-393702N C`7 M Q 111=30' 0 15 30 60 rn DEMOLITION SCHEDULE 0O 0 O REMOVE EXISTING ASPHALT PAVEMENT AND STRIPING AND DISPOSE OF OFFSITE O REMOVE EXISTING CONCRETE CURB AND DISPOSE OF OFFSITE W D- CV 0 REMOVE EXISTING POWER POLES, LOT LIGHTS, VAULTS, 9 TRANSFORMERS & POWER LINES. CAP AND MARK LINES FOR FUTURE 0 USE. COORDINATE WITH LOCAL POWER COMPANY. z m o REMOVE EXISTING CATCH BASINS, CLEANOUTS & DRAINS. REMOVE ® EXISTING STORM LINES. w U m O5 REMOVE EXISTING SEWER MH CLEANOUTS & SEWER LINES. OREMOVE EXISTING TELEPHONE MH VAULTS & LINES. CAP AND 6 MARK LINES FOR FUTURE USE. OREMOVE EXISTING WATER VAULTS FIRE HYDRANTS 7 AND METERS. SAVE FOR POSSIBLE REUSE. ABANDON OR REMOVE WATER LINES AS NEEDED. O8 REMOVE EXISTING FENCES GATES, AND BOLLARDS AND DISPOSE OF OFFSITE. 9 REMOVE EXISTING CONCRETE SIDEWALK AND ALL ASSOCIATED STAIRS AND O HANDRAILS AND DISPOSE OF OFFSITE. 10 REMOVE EXISTING SIGN AND DISPOSE OF OFFSITE 11 REMOVE EXISTING LANDSCAPE AND DISPOSE OF OFFSITE. 12 REMOVE EXISTING TREE. 13 REMOVE EXISTING GRAVEL AND ROCKERY AND DISPOSE OF OFFSITE. O 14 REMOVE EXISTING OIL/WATER SEPARATOR AND DISPOSE OF OFFSITE. 15 REMOVE EXISTING UNDERGROUND SWIMMING POOL 16 REMOVE EXISTING WALL O 17 PORTION OF EXISTING FOOTING DRAIN TO BE REMOVED AND CONNECTED TO NEW STORM LINE ® AREA DRAIN ESCAPE PA LANDSCAPE PLANTER PL ABAN RET ABANDONED RETIRED 1 O (,D MANHOLE — ASPHALT (ASPH) J1 O MAILBOX FEDERAL PRIVATE BLRD BOLLARD O MW MONITOR WELL ® BRICK SURFACE OHP/OHT OVERHEAD POWER/TELEPHONE BUILDING LINE OHG/OHB OVERHEAD GUYWIRE/BUS (TROLLEY) BC BUILDING CORNER P.S. PARKING SPACE(S) BR BIKE RACK ® PILING R PROPERTY LINE ( CANOPY (P) PAINTED UTILITY LOCATION LOCATION Fr(n) CATCH BASIN (CB) ==> PIPE FLOW DIRECTION PE POLYETHYLENE v CONCRETE SURFACE PPS PARKING PAY STATION ® POST INDICATOR VALVE CW/BW CONCRETE/BRICK WALK PS/PSS COMBINED/SANITARY SEWER CRW/WRW CONCRETE/WOOD RETAINING WALL PSD STORM DRAIN X CC/XC CONCRETE/EXTRUDED CURB +� PRIVATE CATCH BASIN CP/IP CONCRETE/IRON PIPE PEDESTRIAN PUSH BUTTON (PPB) J>� CHAIN LINK FENCE (CLF) L Q PEDESTRIAN SIGNAL/PEDESTAL N CTV CABLE TV (R) RECORD DATA COL COLUMN Vy- CENTERLINE/MONUMENT LINE GRAVEL SURFACE CO CLEANOUT CS/WS CONCRETE/WOOD STAIRS ROCKERY II & H/C PARKING SPACE RE ROOF ELEVATION CON CONIFEROUS TREE SD SERVICE DRAIN (STORM) DEC DECIDUOUS TREE STM/V STEAM LINE/VAULT N CMP CORRUGATED METAL PIPE SSS SANITARY SIDE SEWER (RECORD) DWY DRIVEWAY I r-I SIGN/STREET NAME SIGN ECD ELECTRICAL CONDUIT TC/SL TRAFFIC CONTROL/STREET LIGHT HANDHOLE ED ELECTRICAL DUCT ® TRAFFIC CONTROL CABINET (TRSCC) HH/EJB ELECTRICAL / HANDHOLE / JUNCTION BOX EMH ELECTRICAL MANHOLE TCHD TRENCH DRAIN EM ELECTRICAL METER TEMPORARY BENCHMARK (TBM) cl40 EV/ET ELECTRICAL VAULT/TRANSFORMER TCD TELEPHONE CONDUIT (BURIED) ►�� FOUND SURVEY MONUMENT (AS NOTED) TD TELEPHONE DUCT 12 C� FIRE HYDRANT TV TELEPHONE VAULT E FIRE DEPT. CONNECTION (FDC) TMH TELEPHONE MANHOLE FO FIBER OPTICS TS TELEPHONE SENTRY TRAFFIC FLOW DIRECTION FOMH FIBER OPTIC MANHOLE TRAFFIC SIGNAL o FFE FINISH FLOOR ELEVATION TRCD TRAFFIC SIGNAL CONDUIT (BURIED) G GAS MAIN TOE TOE OF SLOPE GM GAS METER TOP TOP OF BANK Ill GAS VALVE O UP UTILITY POLE (WOOD) GV GAS VAULT WV WATER VAULT )— GUY ANCHOR W WATER MAIN I O GP GUY POLE WM WATER METER 0 SP STRAIN POLE WATER VALVE °' CD 0 ICB IRRIGATION CONTROL BOX00 WATER BLOWOFF VALVE D4 IV IRRIGATION VALVE IRON FENCE (WIF) WATER GATE VALVE/CHAMBER IE INVERT ELEVATION VO®0 VACATION/CONDEMNATION ORDINANCE EF--o LIGHT POLE (METAL) WE WIRE ELEVATION O--o LIGHT POLE (WOOD) # # WOOD FENCE (WF) rn STRAIN POLE W/ LIGHT ® OIL FILL CAP O 0 YARD LIGHT A -el LIGHT POLE (DECORATIVE) 1-1 U) O O O 00 m Q J DEMOLITION PLAN Cff Cr- TON RENWATER AND SEWER COORDINATION REQUISITES 1. SCHEDULE AND ATTEND A PRE. CONSTRUCTION MEETING WITH CITY STAFF. FOR 2. FIELD LOCATE ALL EXISTING WATER AND SEWER MAIN AND SERVICES WITHIN THE PROJECT VICINITY THAT MAY GET AFFECTED BY THE PROJECT UW MEDICINE - VALLEY MEDICAL CENTER CONSTRUCTION. 3. SURVEY THE LOCATION OF NEW WATER AND SEWER MAIN TO BE INSTALLED. NORTH GARAGE EXPANSION \ \ 4. PROVIDE TRAFFIC CONTROL PLAN TO ENSURE THAT ACCESS TO ALL EXISTING \ BUILDINGS WILL REMAIN OPEN DURING CONSTRUCTION. \\ \� 5. INSTALL TEMPORARY EROSION CONTROL MEASURES AS SHOWN ON PLANS R,ECORD DRA WIN »G-� \ 6. INSTALL NEW WATER AND SEWER EXTENSION TO EXISTING BUILDINGS A AND �� �`� \�� —` \�� \ "B" AS SHOWN ON DESIGN PLANS. DO NOT CONNECT TO EXISTING UTILITIES \\���\�\ \\ UNTIL EXTENSION IS TESTED AND IS READY FOR CONNECTION TO EXISTING MAIN. 88lFE CE I �����\ \ \\��s�\ �_ \\\� \ \ 7. CONNECT NEW WATER MAIN TO EXISTING WATER SYSTEM. NEW CONNECTIONS TO THE EXISTING CITY SYSTEM SHALL BE PERFORMED BY THE CITY'S \ \ MAINTENANCE DEPARTMENT. COORDINATE WITH CITY INSPECTOR TO DETERMINE A - J „' �lURIED-\\\\ �\ \ \ \ SCHEDULE FOR CONNECTIONS. SWIMMING\\�_ PO OLD' /����\�\\\\\\\�\ \\ 8. REMOVE EXISTING MAIN WITHIN THE PROJECT CONSTRUCTION AREA AS SHOWN // �� \\\�\\_ \\\\\\�`\\\ \ \ ON PLANS. EXISTING PARKING CURB 2\\ �\\ \� \ 9. CAP EXISTING MAIN AS SHOWN ON PLANS. I Eco eLo - I \\ 16 GARAGE � . \� \\\\ \� ��\\\\\\\\ \ \ 10. CHECK THAT ALL EXISTING BUILDINGS TO REMAIN HAVE BEEN CONNECTED TO NEW SERVICES. 1 \ H 11 I 11. COORDINATE WITH CITY FOR INSPECTION. 5SSM 0 \ \ \ \ I V.\ \ \\ I WI I \ \ f J 8 P \ \ \ \ \ \ 1 W � o 1 \ 12 o4 OTREE IO-13 a II!I , I I I 's. . .Ttii h\\\ \ \ \\\ \ \ \ \\\\\ \\ \\ \\1 GE ,1\ I ` � -- - - I /J I I� II II r VDIO a� 0TYP oROCK J \ W CB #528 I / \ j3 •• l / U \ ) I 1 I \ I I SP \ l I - 0 \ \ \ GRAVE O — 5 EXISTING 13 ss 1 / µ~.me \ _ J I Y AA T r`s' ,12 / — 7 - PAf� I 3 O\� Iry \ I / I I I � POWER � � —�'` _'�...�;;7,POWER :PG4,4� 0110 12 TREE \ TYP. I I ( ) r I I s DRAI / Ua 4CR CB #54 CUBI � O4 I I I ==� ` .l � V EXISTING BUILDING ■ ' / I I I I 32 4 I I W / I �pI 1 1 4 / TCD P I _ - .t I\ I 12 O4 SDMH 527 CB 541 _ O # ^?..:'mod.-•, .c:..._ •' / '•T1479 se PHALT & 1 3 L\ AQ 93"PARKING E GRAVEL y I � I _ O / ti I I 7 _ 1 II O•_ I I I Z •5 j / I V� R I _ 2 2 I F o I / I — I EX. EX I O _ I z 1 I xl Z 1 I I I vF� 7.` l 1 CURB C RB a •) � 12 \ I I .� 0 R I _ I I � O WM - 9 I l J •� ?� V . 4 CB 526 I I I # O - - .SIDEW — I � — . \ I I / l I - I � - I •13 - 24661 1 I o 1 I o OWER - ` r 3 X Op I - 1E i I I sT E I ti. F � TYP. I S I II I Il\ aII I oI 1 W I TE I-�x -_ _- �- . O1 II \I I I II I m I II I I Si N A FSTAIR EX PARKING WMc3) 7 � 6 i-i •.may I ; 5 O s JB 2 3 13 2019 I I 11 00 _ I I _ I I I I a � � I I 3' CLF O I I U 1 I DOOR Z 1 3 / EX. X G DRANT W - 7 O 1 / I I ram': O I PARKIN I cn w 7 R EXISTING SS .z `yam POW — s Q4 C6 #525 \ 1 - - ''' . ::�=w :..� m�m X 98.29 — � — — 8 I II Z x ,00. \ - -.. SHOT BOT I Z w I" n 12 TREE (TYP.) NCR Ek I o ;:.':a:': \ I� I I II I X Q 4 CB 524 I I 9 IDEWA�I a I �/ U I '�� �;� \\ \\ 1 WATER O II I �' � Z w # •) J (TYP.) PROPERTY LINE g m °GEI-Is" I v� :.:; I (�WER 3 f -,. i / C II N N N Z O3 P (dER I WATER M T LL p c P. ECD P - SIGNS 1 0 SERVICE 7\ 00 N I\ Z / I ,m II l(L�JJ�II II\II� III I I /IRI I �II IIAII CO 00 I L I moL-IV I I I ;Ir � {S w�� wPHALT P0 w CURB (TYP.) PARKIN ROCK FEATURE 13 STORM RETENTON, Z H #10 LLED WITH 6" ROCKS 1 N N W 3 ` DRIVE TI-CANOPYOVER �I CURB I 1 P (N) I-72.75'I � PARPHRMACY L 01 WATE ? ASPHALT & EXISTING BUILDING 'B' RATO S) IE= .65• � P.) N EXISTING O EX. FOOTING DRAIN LCANOPY OVER OADING ZONES32 11 ®a0 �I=7746' #536 15/CMP (E=73.81VA .`7//I "CMP (S IE=68.76' 2 0" _ CMP �:. \.✓ � ./." _ r � , � %'J , CB #535�®� / :F'�r=K ,I— — / J/ dl I A I I Q z I I I I 16 L \ STo \ •- - . • BAR z — _Lu kq lFR \ I r *` • — _ %/ �_� `` — —L Q =\ / I \ I I I I II I I I I I l I � : _ RE I — — -- — ------ __ — b'8 gyp% \ $WAL 16 APPROVED FOR CONSTRUCTION sD< 9 l I / SUBJECT TO ERRORS AND OMISSIONS "STOP" / •`^sue"`: '' L WATER f ` BY: DATE: �- ,� \ ` / / / SEPARATOR— �(,J/�- \ \ \ / \ \ \ \ CB #563 / I/ / / , `- \ \ RIM 82.55//l tiJ/ 1 \ / ���yyyMMM / RIM 79.64 VVV / =:•� \ / `SDMH 50 > I I \� \ IE 76.0 12"CMP N / / `_ V \ X �,7 RIM 8 .83 / \ \ \ \ \ \ \ \ BY: DATE: +"C " O IE 69 27"C W 30- CMP R \ \ \ \ \ 70.3 36"CMP W n \ ` IE 7 .5 12"CMP (W �(\ ) I / / / \ \ / o IE 73.7 I / / SDM #56� \ \� \ ` IE 8 27"C SE \ // \ ® \ \ \ 8 /36"CMP S & E / (2 ,30"R)(CMP / \ / �\ / / BY: DATE: p l ) RHA 82.7s' / p 12" CM IE=73.69' — `/ \ \ \ \ / I \ / / \ \ \ I , / \ \ JJ% \ 12" CMP SER (TOP) IE=79.8�' \ �\y\\� ^ 1 \ \ I \ h I �\ / / \ \ \ / BY: DATE: 8" PE (NE) �77.59\ ` //\ BTM. STRUCT.-\.59 / / \ RIM CB I W SURVEYED: SCALE: DATE: IL BCE VERTICAL: NAVD 1988 CITY OF DEMOLITION PLAN i i N 4 REVISED PER AS -BUILT CONDITIONS CK 09113117 AS 1 "=30' HORIZONTAL: NAD ,ss3�,ss, EIO BGOK3 2019 0) DESIGNED: UW MEDICINE - VALLEY MEDICAL CENTER PAGE: O CP-03 ZTw 02/24/17 AS zTW R E N T O N CP-02 ZTW 01/30/17 As DRAWN: NORTH GARAGE EXPANSION z L' n ONE INCH DRAWING N0: A, ,1 DATUM g� g/ P 400 SOUTH 43rd STREET ADDENDUM #2 L11Y 11/OT/16 AS CHECKED: III AT FULL SCALE Plannin Buildin Public Works De t. 0 AS IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY RENTON, WASHINGTON 98055 SHEET: OF: SW C2 24 R-393702