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Home My WebLink AboutzR-3937setHORIZONTAL DATUM: rl NAD 1983/91 - AS PROVIDED BY CITY OF RENTON SURVEY CONTROL NETWORK. Q REFERENCE VALUES WERE ACQUIRED AND MONUMENTS WERE VISITED IN AUGUST, 2003. REFERENCE CONTROL POINTS ARE AS FOLLOWS: co Q 1227 CIVIL COVER SHEET FOR 11\A/ AICI"11/"�II.IC \/A1 1 CV \ICI"11/"�A1 /'�CI�ITC� M LOCATION: FOUND A 3/8" BRASS PLUG IN 10" MONUMENT CASE AT A PC UW MEDICINE VALLEY MEDICAL CENTER Q ON ROADALBOT SOUTH OAD SOUTH AND SOUTH 145THTHE PILACE.SETHEO E OFAAS SIMILAR 111=100, w � MONUMENT SOUTH 24° EAST FEET. NORTH GARAGE EXPANSION MEN MONUMENT: 3/8 IN BRASS PLUG IN MONUMENT CASE 0 50 100 200 NORTHING: 163,155.0641 EASTING: 1,298,978.216 vmmmmSOUTH 1/2 OF THE SE 1/4 OF SECTION 30, AND NORTH 1/2 OF THE NE 1/4 1229 LOCATION: FOUND 10" MONUMENT CASE AT THE INTERSECTION OF SOUTHWEST 43RD STREET AND TALBOT ROAD SOUTH APPROXIMATELY 10' NORTH OF ANOTHER MONUMENT CASE AT THE PC OF A CURVE ON TALBOT ROAD SOUTH. MONUMENT: MONUMENT CASE rn NORTHING: 163,956.1484 EASTING: 1,299,050.266 In 0 VERTICAL DATUM: NAVD 1988 - AS PROVIDED BY CITY OF RENTON SURVEY CONTROL NETWORK. REFERENCE VALUES WERE ACQUIRED AND MONUMENTS WERE VISITED IN AUGUST, 2003. w REFERENCE CONTROL POINT USED: N rn 1892 LOCATION: DOT BRASS DISK SURVEY MARK SET IN A 10" DIAMETER z CONCRETE MONUMENT LOCATED AT THE ORILLIA INTERCHANGE EAST OF THE SOUTHWEST 43RD STREET SR 167 O UNDERCROSSING, ABOUT HALFWAY TO THE INTERSECTION WITH A TRAFFIC LIGHT CONTROLLING FREEWAY OFF AND ON RAMP Uj 0 TRAFFIC. m MONUMENT: WSDOT BRASS DISC IN CONCRETE LOCATED SELY OF SOUTHWEST 43RD STREET OVERPASS OF SR 167 NORTHING: 163,921.58 EASTING: 1,298,126.31 ELEVATION: 84.97 (SEE DRAWING FOR BENCHMARKS SET FOR SITE USE). UTILITY PROVIDERS: SANITARY SEWERS, STORM DRAINAGE, WATER CITY OF RENTON DEVELOPMENT SERVICES 1055 SOUTH GRADY WAY RENTON, WA 98055 (425) 430-7200 POWER AND NATURAL GAS PUGET SOUND ENERGY 411 108TH AVENUE NE PO BOX 97034 BELLEVUE, WA 98009 (425) 454-6363 FAX: (425) 462-3300 TELEPHONE QWEST LDA GROUP PO BOX 625001 LITTLETON, CO 80162 (800) 526-3557 DESCRIPTION: LOTS 1 THROUGH 10 OF VALLEY MEDICAL CENTER NORTH CAMPUS BINDING SITE PLAN, RECORDED IN VOLUME 166 AT PAGES 89 THROUGH 93, INCLUSIVE, IN KING COUNTY, WASHINGTON. SEPA MRIGATION MEASURES: 1. PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS FOUND IN THE GEOTECHNICAL STUDIES COMPLETED BY GEOENGINEERS INC. FOR THE MEDICAL OFFICE BUILDING (DATED SEPTEMBER 16, 2016) AND THE GEOTECHNICAL STUDY FOR THE PARKING GARAGE EXPANSION (DATED AUGUST 2, 2016) OR UPDATED REPORTS SUBMITTED AT A LATER DATE. 2. THE APPLICANT SHALL VOLUNTARILY CONDUCT ADDITIONAL TRAFFIC ANALYSIS AND SUBMIT AN UPDATED TRAFFIC IMPACT ANALYSIS (TIA) FOR THE MEDICAL OFFICE BUILDING (ORIGINALLY PREPARED BY WALKER PARKING CONSULTANTS- DATED OCTOBER 17, 2016). THE UPDATED TIA SHALL ADDRESS STAFF COMMENTS SENT TO THE APPLICANT ON JANUARY 10, 2017. THE FINDINGS AND RECOMMENDATIONS OF THE UPDATED TIA MAY BE SUBJECT TO AND INDEPENDENT THIRD PARTY REVIEW AND/OR STUDY AND SHALL COMPLY WITH ANY ADDITIONAL RECOMMENDATIONS OF A SECONDARY TIA. THE UPDATED REPORT AND THE POTENTIAL SECONDARY ANALYSIS OF TRAFFIC IMPACTS SHALL BE SUBJECT TO APPROVAL BY THE CITY OF RENTON PLAN REVIEW PROJECT MANAGER AND THE CITY OF RENTON PUBLIC WORKS TRANSPORTATION DIVISION PRIOR TO CONSTRUCTION PERMIT ISSUANCE. i 3. PROJECT CONSTRUCTION SHALL BE REQUIRED TO CONSTRUCT A TRAFFIC SIGNAL AT THE NORTH ACCESS ROAD (S 177TH ST & TALBOT RD S) INTERSECTION ALONG WITH ROADWAY IMPROVEMENTS WITHIN THE INTERSECTION TO ENSURE THE SAFE AND EFFICIENT FUNCTION OF THE INTERSECTION. THE TRAFFIC SIGNAL AND ROADWAY x IMPROVEMENTS SHALL BE REVIEWED AND APPROVED BY THE CITY OF RENTON PLAN REVIEW PROJECT MANAGER AND THE CITY OF RENTON PUBLIC WORKS TRANSPORTATION DIVISION PRIOR TO BUILDING PERMIT ISSUANCE OF a THE MEDICAL OFFICE BUILDING OR ANY ADDITIONAL TRAFFIC BEING DIVERTED TO OR FROM THIS INTERSECTION. THE MEDICAL OFFICE BUILDING SHALL NOT RECEIVE CERTIFICATE OF OCCUPANCY UNTIL THE NEW TRAFFIC SIGNAL IS FULLY TESTED AND OPERATIONAL. 4. ACCESS TO THE NORTH PARKING GARAGE EXPANSION, VIA THE ENTRANCE RAMP THAT EXTENDS OFF THE EAST ELEVATIONS OF PARKING GARAGE, SHALL BE DEVELOPED FOR EMERGENCY ACCESS ONLY ALONG WITH A GATE THAT i� PREVENTS GENERAL VEHICULAR ACCESS FROM TALBOT RD S. THE GATE AND RAMP LOCATION AND ACCESS SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE CITY OF RENTON PLAN REVIEW PROJECT MANAGER, THE CITY OF RENTON PUBLIC WORKS TRANSPORTATION DIVISION AND THE RENTON REGIONAL FIRE AUTHORITY. THE EMERGENCY ACCESS GATE MAY BE EXPANDED TO A HOSPITAL STAFF KEY CARD REGULATED READER ACCESS GATE UPON THE INSTALLATION OF AN OPERATIONAL TRAFFIC SIGNAL AT THE NORTH ACCESS ROAD (S 177TH ST & TALBOT RD S) INTERSECTION ALONG WITH ROADWAY IMPROVEMENTS WITHIN THE INTERSECTION. 4 CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE a, WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND 0 REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION N ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL Q; RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. E WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES Q) PUBLIC LAND SURVEY OFFICE 0 1111 WASHINGTON STREET S.E. P.O. BOX 47060 3 OLYMPIA, WASHINGTON 98504-7060 o UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR N DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND CD AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. N CAUTION: UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH • 00 OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE i UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. o THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING o ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY °O VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE Know what's below. w i PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. Q IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING CaII before you dig. Q) ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON RECORD DRAWING >,C_ I z I ##am : s 11 1 BARGHAUSEN CONSULTING ENGINEERS NBBJ DAN BALMELLI. PE, PRINCIPAL 223 YALE AVENUE NORTH 18215 72ND AVE SOUTH SEATTLE, WA 98109 KENT, WA 98032 (206) 621-2314 (425) 251-6222 ■ DJAPM ;..FORM tea+ r .'.��; + r :, � ;� • • • ., • , • � . . � b- IMF I i •;., �•`�c �� I `i//// lip �L 1�i ..-�. �; �:� � .,�I � III �I� _,,,, •Ill • - • - • • � .. - If ;•y ',� - . 1111111111 IIII �;-=-� r�` - •" is NXli Sm !!' PARKINIG SHEET C2L cl __ _ i ,.� !� ■ui'� it Ogg .:. �� - \\\V - - r�� ...•� -- �� .lot �r 1 I • • .. • .. • SUBJECT TO ERRORS , OMISSIONS A �0111 BY: DATE: ■ 1 `�� l Sri .- �I ��3.•_�C-r�� \ • - . - �- i.. I � • • • IIvBY: DATE: SURVEYED: SCALE: DATE: [L BICE HORIZONTAL: NAD 1983/1991 CIVIL COVER SHEET 03/13/2019 cm CITY OF L� ®�� ■ + - ■:.. .: RENTON,ONE INC m IF NOT ONE INCH SCALE ACCORDINGLY �DATUM A" RENTON NORTH GARAGE EXPANSION 0Planning/Building/Public Works Dept. 400 SOUTH 43rd STREET • N 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 0 I w CV 0 w O Z 0 w 0 m x J J N u N 0 U U) CV rn O CV 0 0 3 J U i w C'I O 00 0 CV rn O 00 U) O O O 00 Q � w N 17 CESCL ANDERSON CONSTRUCTION J U LIAN SAN DOVAL 253-939-0532 CESCL#: EF5261512 TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN FOR UW MEDICINE - VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION ECO D DRA WING I F EL F�-E.-JIN T.E.S.C. LEGEND DESCRIPTION FILTER FABRIC FENCE TEMPORARY CONSTRUCTION ENTRANCE LIMITS OF CLEARING CATCH BASIN PROTECTION ROCK CHECK DAM FLOW ARROW TEMPORARY DRAINAGE DITCH / I \ SDMH #512 / CLEARING M 49.61 \ LIMITS TYP. / IE 38.61 (36"CMP S) ( ) i IE 42.W 8"PVC E) BTM. STRUC. -34.71 CO 64.55 36"C E \ If IJ /- I /�� \ • NCE COR STD • - �� \�� / - / S D Mai #5 WAT SEP Te EXISTING I\ \ \ I (8"� E N \ INLET #54 �_ 9 1 I c�-( 4 GARAGE EXSTNG BUILDING40.66 PARKING TOP 12" CM RqI E\q- ST ITC ) (12 P E(�Y STALL SUMP LOW I \ I EA SDMH #511 BO FLOOR III\ I I— I RIM 44.32 GARAGE W/ GP, T SH 4MP TO BAKER TANK. �" / \ \ - - - - % \\ o \ \ IE 37.8 (36"CMP N) I - B #546qjx \ I I I I I I I \ w\ I - 9I IE 37.9 (12"CMP W) -RIM 7. 8 I I , _ ST�PRIS#11 41.8(12"CMPW) I I II I I J f I D��1 �� NNE (ROOF DRAIN)) � / �� IE 94. (6 PV W) I CC�OL 1�OIND PARKIN GE 1 l I , / \` f © / — — IE 9� (8"PV RCB #515 IM=44.28' SDMH 519 I I I >.� I L s 0 E AI 12" CMP NE IE=41.63' - # 1� � I p \\ ( ) - RIM=56.20 SDMH 522 I I / 12" DI SW IE=41.63' - # I I 3:1 3:1 \ > W \ \ ( ) IE-47.9'(R) RIM=66.05'\� I I \ I / I `�' I � ' 1 IE=52.2:(R) 12" CMP (NE) IE=61.05' I r I I >, 1 1 �\ I ��- CB IL #544 \ I I \ / SDMH(R) #518 30" CMP (SE) IE=59.55' J r >� I \ 1 I , I / / RIM 95.16 \ I - ol l COULD NOT FIND 1 DI (SW) IE=62.05' f I I I \ I 1 (� - IE 94.4 (4 ADS E �B #545 CMP (NW) IE=59.25' I I II \\ -IE-94 0-_(�;PYC�I� - - - - - I - / RIM 98.70 z -- f \ TM. S 013T#520.55' I III \ \ \\ p r �� rw(P) SN(P) IE 94.0 ( PVC NE) -� \ of �l = 5 I `1` \ \ \ L�\�,- i - - - - - - / I E 9 8"PVC EX09 =52.16 I I \ ��\ \ _ ON;TUI�$ (�9�Mj YE- 2.16' \ \ \ 1 JI PROPOSED 0 0 0 0 0 0 •ti • , • .— ciN N- • • PE •.• _ , Imo\ �� s ►�KTI L;ONjTRU • I • - 1 DETAILCEMAIN SERVICE SYSTEM PER • PT 2 • • • • CLEARING 1 �1RUNOFF ONLY FROM BAKER TANK LOCATION SHALL BE 01DOWNSTREAM CONSTRUCTION BASED ON • CONVEYANCE SYSTEM AVAILABLE SPACE CLEARING EXISTING BUILDING TEMPORA RY SILT FENCE PER COR STD. EX. CB #538 • • /��\ i ;� wt�� w� 7 PLAN 214.00 ♦♦♦♦��♦III �♦♦♦►♦ - �'�••I•I ;1�� ♦♦♦ ♦1igqf1 ♦ - • TM. ISTRUCT.=494.4� Epa"Now, �y \ i iA •_ ,�. • , • :- .• p • :� i, •• FYI y •i� APPROVED FOR CONSTRUCTION • IE 45.5 RIM 50.57 63 PROTF�IIdv ER COR — — — — — — — — — _ — — — N `STD. PLFFN %.1p (TYP.) — — — — �v PER C R \ 1---"STOP" BY: DATE: PLAN 216. 0 (TYP ISCHARGE CL N RUNO�F l / EXISTING GRAD N l I I \ ' �l J� BY: DATE: EXISTING BUI / / / / o �J��\ \ ONLY�FROM BA ER TANK % / / / "CIV / h \ \ CONTOURS (TYP.) ) INTO DOWNSTR M ' / / / ` / � b / / / �-' \ / CON�YANCE S STEM. / �� , / /� ® BY: DATE: o l l01 i 1, �� I „ r� l I l _ , NPDES PERMIT NO. WAR304979 SURVEYED: SCALE: 1988 4 REVISED PER AS —BUILT CONDITIONS CK 09113117 AS BCE 1 $f_30 VERTICAL: NAVD DESIGNED: f HORIZONTAL: NAD 1983/183/1991 OR CITY OF 3 CP-03 ZTW 02/24/17 As ZTW RENTON DRAWN: CP-02 ZTW 01/30/17 AS ZTW ONE INCH DATUM ADDENDUM #2 ZTW 11/04/16 AS CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. AS IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY AS H w DATE: PLAN03/13/2019 rn UW MEDICINE - VALLEY MEDICAL CENTER FIELDBOOK NORTH GARAGE EXPANSION PAGE z° AWING NO: m 400 SOUTH 43rd STREETr° RENTON, WASHINGTON 98055 SHEET: w3 GF 24 in R - 393703 Erasion Control Notes 0 0 0 I co I— W 0_ C\I O O Z m 0 Ld d 01i 3 0 I N rn 0 00 to a / N rn O Go / to 0 O 00 M I 1u 1. These notes shall appear for all projects - site improvements, surface water utility, wastewater utility, water utility, and transportation plans: 2. Before any construction or development activity occurs, a pre -construction meeting must be held with the City of Renton, public works design engineer. 3. The Boundaries of the clearing limits and areas of vegetation preservation as prescribed on the plan(s) shall be clearly flagged by survey tape or fencing in the field prior to construction in accordance with Appendix D of the Surface Water Design Manual and observed during construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicanVESC supervisor for the duration of construction. 4. Stabilized construction entrances shall be installed at the beginning of construction and maintained For the duration of the project. Additional measures, such as constructed wheel wash systems or wash pads, may be required to ensure that all paved areas are kept clean and track out to road right of way does not occur for the duration of the project. 5. All required sedimentation/erosion control facilities must be constructed and in operation prior to land clearing and/or construction to prevent transportation of sediment to surface water, drainage systems and adjacent properties. All erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and/or construction is complete and potential for on -site erosion has passed. The implementation, maintenance, replacement and additions to erosion/sedimentation control systems shall be the responsibility of the permitee. 6. The erosion and sedimentation control systems depicted on this drawing are intended to be minimum requirements to meet anticipated site conditions. As construction progresses and unexpected or seasonal conditions dictate, the permitee shall anticipate that more erosion and sedimentation control facilities will be necessary to ensure complete siltation control on the proposed site. During the course of construction, it shall be the obligation and responsibility of the permitee to address any new conditions that may be created by the activities and to provide additional facilities, over and above minimum requirements, as may be needed, to protect adjacent properties and water quality of the receiving drainage system. 7. Approval of this plan is for erosion/sedimentation control only. It does not constitute an approval of storm drainage design, size nor location of pipes, restrictors, channels, or retention facilities. 8. Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days during the wet season (October 1st trough March 301h) or seven days during the dry season (April 1st tough September 30) shall be immediately stabilized with the approved ESC cover methods (e.g., seeding, mulching, plastic covering, etc.). construction sites clearing between October 1 and March 30 inclusive, unless otherwise approved by the City through an adjustment process. 10. Cover measures will be applied in conformance with Appendix D of the Surface Water Design Manual. 11. Any area needing ESC measures, not requiring immediate attention, shall be addressed within seven (7)days. 12. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within 24 hours following a storm event. 13, At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment -laden water into the downstream system. 14. During the time period of October 1"thrflugh March 3V', all project distributed soil areas greater, that are to be left un-worked for more than 12 hours, shall be covered by mulch, sodding or plastic covering. 15. Any permanent retention/detention facility used as a temporary settling basin shall be modified with the necessary erosion control measures and shall provide adequate storage capacity. If the permanent facility is to function ultimately as an infiltration system, the temporary facility must be rough graded so that the bottom and sides are at least three feet above the final grade of the permanent facility. 16. Prior to the beginning of the wet season (Oct. 1), all disturbed areas shall be reviewed to 'identify which ones can be seeded in preparation for the winter rains. Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the City of Renton for review. 17. All ESC measures must be removed after construction activity is complete. SECTION D.5 ESC IMPLEMENTATION REQUIREMENTS D.5.2 WET SEASON REQUIREMENTS Any site with exposed soils during the wet season (October I to April 30) shall be subject to the special provisions below. In addition to the ESC cover measures (see Section D.3.2, p. D-10), these provisions include covering any newly seeded areas with mulch and identifying and seeding as much disturbed area as possible prior to September 23 in order to provide grass cover for the wet season. A "wet season ESC plan" must be submitted and approved by the County before work proceeds or continues. Wet Season Special Provisions All of the following provisions for wet season construction are detailed in the referenced sections. These requirements are listed here for the convenience of the designer and the reviewer. I. The allowed time that a disturbed area may remain unworked without cover measures is reduced to two consecutive working days, rather than seven (Section D.3.2). 2. Stockpiles and steep cut and fill slopes are to be protected if unworked for more than 12 hours (Section D.3.2). 3. Cover materials sufficient to cover all disturbed areas shall be stockpiled on site (Section D.3.2). 4. All areas that are to be unworked during the wet season shall be seeded within one week of the beginning of the wet season (Section D.3.2.5). 5. Mulch is required to protect all seeded areas (Section D.3.2.1). 6. Fifty linear feet of silt fence (and the necessary stakes) per acre of disturbance must be stockpiled on site (Section D.3.3.I ). 7. Construction road and parking lot stabilization are required for all sites unless the site is underlain by coarse -grained soil (Section D.3.4.2). 8. Sediment retention is required unless no offsite discharge is anticipated for the specified design flow (Section D.3.5). 9. Surface water controls are required unless no offsite discharge is anticipated for the specified design Dow (Section D.3.6). 10. Phasing and more conservative BMPs must be evaluated for construction activity near surface waters (Section D.5.3). 11. Any runoff generated by dewatering may be required to discharge to the sanitary sewer (with appropriate discharge authorization), portable sand filter systems, or holding tanks. 12. The frequency of maintenance review increases from monthly to weekly (Section 13.5.4). D.5.3 CRITICAL AREAS RESTRICTIONS Any construction that will result in disturbed areas on or within a stream or associated buffer, a wetland or associated butTer, or within 50 feet of a lake shall be subject to the special provisions below. These provisions include, whenever possible, phasing the project so that construction in these areas is limited to the dry season. The County may require more conservative BMPs, including more stringent cover requirements, in order to protect surface water quality. Any project proposing work within 50 feet of a steep slope hazard area shall evaluate the need for diverting runoff that might flow over the top of the slope. Critical Areas Special Provisions Any project that disturbs areas on or within a stream or associated buffer, wetland or associated buffer, or within 50 feet of a lake has the potential to seriously damage water resources, even if the project is 1/9/2009 2009 Surface Water Design Manual — Appendix D n_1A T.E.S.C. NOTES AND DETAILS FOR UW MEDICINE - VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION RECORD DRA WING ELECTRIC SUB -PUMP 4 REWSED PER AS —BUILT COND/T/ONS 3 CP-03 2 CP-02 Ni ADDENDUM #2 2 DO REVISION 4" BACKWASH LINE 6" RECIRCULATION LINE r - �. r OVER WEIR t BAKER EZ CLEAN FIXED AXLE OPEN ACCESS TANK Equipment T -Style EZ Clean Fixed Axle Capacity: 1480 BBL (20,160 GAL) [Dimensions: 41)' x 8' x 15' NUIL. tiXtU r♦K_t �n1K M1rn!'_irl'tR hF{Uh1 L#ik SryCY,yry Wf WEIRS UNDER WEIR A 6" P.A. SOUND ATTENUATED PUMP 4 POD SAND FILTER (4AS3) Equipment: PA6C60-404513 Nominal Fiow: 1,000 GPM (Max) Min Flow: 2D0 gpm @ 1900 rpm Flllration_ 50 Micron Max Fkrnv: 2600 gpm @ 2000 rpm Dimensions: 21' x S' x 7' oil L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — POWER FRONT GENERATOR BAKER EZ CLEAN FIXED AXLE OPEN ACCESS TANK Equipment: T - Style EZ Clean Fixed Axle Capacity: 480 BBL (20.160 GALy Dimensions; 40' x $' x 15' NOTE =I%EO AXLE TAMS M&Y AFFFR FROV ONE.--.K.7'A'N QTY: 4 The hef ,Ala pleSen Sctl all 'rn4 d,i 14l a rdf inFnniollunAl ¢vrpore. elgy- We nr W. dras.,ng n M1 A replacement itx a prW+!ulnn.l e-gl mg a W[kn of [Ile .ypka Jon. nrs Er.wn411 nrmtled to show pnumnrry.qupmentsiqu remiss and RanpbnMr end e m no wr,a rap.emene ter. rtur. ugh er�nml 3 rn.ar of ehq gplr:.am ar ha.ut. prop rera�.l.r.w d th• wpla a and usr rhauld ahaapimr�durt 1� M1ni Brut r"rt d the appi-a. TMr mpresemU en.wd roLoplerCo p inc.. ar M ermkiynei alto mpre truws. a respannalarx:pe rw eWne lrV dmtn and pafitwmmn ar thea(plinum alp wrtran h pmvttr w Ipylad. Ind%Wd w n v wwmmty d l tnm Fm a potash wrPgm AS .9d1. Eta costumer ijMs that tlr owo the iuWHpi ihmw on nis drwing. rau assumethe Mk of sI lass it In1wFv rnuY."� 1.. nnr.d n1i d eAN,. In a• elan"[ [hall Aake.r..a.p..i arrpiepiese W". m Age"kshaeer, he Ilahl. urdar mrrr Irw.ry h.a.d In mrttract, n.OVr or rma h blln, or.nv a[hn legal ar •qu:r 9—y a. my parr, pm —,f arminn ad dh,& —hva IYnhmm�, Ina ee.vnnr, k'r pr nb, tor[ hoslnnr yr Indrrai. Garnaq loi, a o*M,.,Papal of aw n" d� lam. This dgd�nrr.h4ll.wrv.ea err and aI nutxvc aowino r,r ilapmobinr Mat any iav mlr suffer farm ion ng Ilraedlrmias [nr CjmA has•T. I H2O TREATMENT I BOX I I J 25 kVA GENERATORP GEENERNM FROMATOR DISCHARGE TO STORM SEWER APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: SAO/ �F W A Sys z a 24661 C/STE��G\�``� NA 3/13/2019 N _w 0 U Z j zof zW gN J x LL<L in Z LLI g `I C Z � O cV 00 CO I 00 I Z Ld wW Q to to F N u7 N to W J > Y U U) SURVEYED: BCE SCALE: VERTICAL: NAVD 1988 83/1 HORIZONTAL: NAD 193/1991 DATUM CITY OF R RENTON Planning/Building/Public Works De t. P T.E.S.C. NOTES AND DETAILS UW MEDICINE - VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION 400 SOUTH 43rd STREET RENTON, WASHINGTON 98055 CK 0911JI17 AS DESIGNED: ZTW ZTW 02/24/17 AS ZTW 01/30/17 AS DRAWZTW ONE INCH ZTW 11/04/16 AS CHECKED: AS AS FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPRAOSVED: 03/13/2019 FIELDBOOK: PAGE: DRAWING NO: SHEET w31 OF: 2,� R - 393704 0 i <O H W 0_ 04 0) 0 O Z O 7 W d om L0 CIO O O I c0 H fr W N O W O Z m O 7 W U m I I U a- N 0 N r7 E 0 0 0 I N U7 O 00 i _tf 0 i N CD 00 CD CD 00 Q � w N 17 JOINTS IN IKILI VIR FABRIC SHIALL IS It SPLICED ATP061a USE STAPLES. WIRE RINGS. OR EOUIVALEFITTO ATTACH FABRIC TO POSTS 6' MAX. u POST SPACING MAY 17E INCREASED TO IT IF WIRE BACNU NG I5 USED Tx2' BY 14 Ga WIRE CPR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FA1 RIV IEW MINIMUM d"Its" TREeW I 9ACKFILL TRENCH wimH NATIVE SOIL rkv Moo PASTS, STEEL. FENCE POSTS. RMAR, DR EQUIVALENT T.E.S.C. NOTES AND DETAILS FOR UW MEDICINE - VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION NOTES t, CONDITION CIF USE ..1. SILT FENCE MAY BE USED f�7OWNSLOPE OF ALL DISTURBED AREAS. '-.2. SLT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT 5UBSTANTIAL AMOUNTS aF OVERLAND FLOW. ANY CONCENTRATED PLOW MOST SE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GECTEXTILE USED MOST MET THE STANDARD US7ED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. ]OOSICVC $12[ (a{,p.D.1$MMj rOR SILT n M AOS (ASTM OA751) 56f00SIEVE 'I. 0.30A ISMM FOR OTHER FABRICS WATER RERMITTVITY ASTM 13491 ;w25CCn-1 MINIMUM :20LIM. MN. PCR f}f'I'RA C STRENGH FA$RI GRAB TENSILE STREiECHT lA5TM 04632j �•-O LM MIN -FOR 57A.N ❑ARD STR INGHT FARRII GRAB I ENSI LE ELONGATION JASTM D4661 40%MAX. ULTRAVIOLAT[ R ESI STANCIF ASTM Ek1.355 7579E MIN 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACK]NO TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY 13E REQUIRED FOR EXTRA STRENGTH FABRIC IE FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED. THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUGED AS LONG ASTHE BOTTOM 5INCHES OFTHE SILT FENCE IS WELL BLJRIEI} ANO SECUFRI= IN A TRENCH THAT STABILIZES THE FENCE ANC 00E8 NOt AL LOW WATER TO ISYPASS OR UNDIERMINE THE SILT FENCE. 3. MAINTFNANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOE$ ARE EVIDENT UPHILL 04 THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND, 3.3. IT IS IMPORTANT TO CHECK THE UPHILL 51DE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZ,ATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIME-NT M08T BE REMCV£U WHEN SEDIMENT IS B INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. PUBLIC WORKS SILT FENCE STD. FLAN - 314.00 �l}'* DEPARTMENT MARCH 200E EROSION AND SEDNENT CONTROL RECOMMENDED CONSTRUCTION SEOUENCE 1. PRE -CONSTRUCTION MEETING 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. INSTALL BAKER TANK AND FILTRATION SYSTEM. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS(INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL; BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. RECORD DRAWING 5" MAIL DRAINAGE GRATE I 1 m GRATF FKME SEDIMENT AND DEBRIS � r OVERFLOW BYPASS r • P r D BELOW INLETGRATE GEIACE r FILTERED WATER ' 6 A SECTION VIEW DRAINAGE GRATE - RECTANGULAR GF�ATE SH4jWN RETRIEVAL BYSTEm ITYP.j BELOW INLET GRATE DEVICE OVERFLOW BYPASS FYR. ISOMkrRIC VIEW NOTES 1. Size the Below Inlet Grate Device (13I00) far the storm welar suuctum It wit service. 2. The 13IGD shall have a bLill An hlglrflow relief system (overflow bypass). 3. The retrieval system must allow removal of the 510D without spilling the collected material. A. Perform maintenance In accordance with Standard Speclllcallon 8-01.3i15j. PUBLIC WORKS CATCH BASIN FILTER STD. PLAN - 218.30 DEPARTMENT -- MARCH ZOOS 4 REWSED PER AS -BUILT CONDITIONS 3 CP-03 2 CP-02 ADDENDUM #2 NO. REVISION eplw5rlp0p INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT. AS PER CITY ROAD STANDARDS 4",6` QUARRY $PALLS IT MIN. TIACKNESS DFZIVEWAYS SMALL BE PAVED TO THE EDGE OF R-D-W PRIOR TO INSTALLATION OF THE CONSTRUCTION EN11RANCE TO AV010 IOAMAGING OF THE ROADWAY IT IS RECOMMENCED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD PROVIDE FULL WIDTH OF NOTE$ ti INGRESS EGRESS kREA 1. CONDITIONS OF USE '.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVEID AREAS WITHIN 1,090 FEET OF THE SITE. GRAB TENSILESTREBNGTh JASTMD4751 2Wpsi MIN. GRAB TENSILE ELONGATION LA5TM04532) 30%MAX, MULLEN BURST5TRENGTH IASTMD3785-8041 400 P51 MIk A05 ASTMrJ47511 2C 45 U.S. STANDARD 51EVE 51ZE1 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL DOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE TIRE USE OF QUARRY SPALLS IF THE HOG FUEL I$ NOT PREVENTING SEDIMENT FROM DFING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRA❑E. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTIENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS Na LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, 0A THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, rf SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A $F[AMENT TRAP OR POND, 3.3. ANY SEDIMENT THAT ISTRAC KEO ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE -STREET, EXCEPT WHEN StWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS. A SMALL SUMP MUST BE CONOUCTE0. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHF-RE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY, 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. PUBLIC WORKS STABILIZED STD. FLAN - 215.10 + }'* DEPARTMENT CONSTRUCTION ENTRANCE MARCH ZOOS SAD �F W A Sy1 A� 4c Q � � I 24661 I C/STE��G\�� NA L 3/13/2019 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: N .. W C� U Z Z W J x ZLu g� CN Uof O C4 00 00 C4 0 � z (0 I a0 I wW Q to to z c� z H= � 1n 1 to w Ld j > Y -.4- -.4- U N BY: DATE: b BY: DATE: o O I <O BY: DATE: rr W SURVEYED: BCE SCALE: VERTICAL: NAVD 1988 83/1 HORIZONTAL: NAD 1983/1991 CITY OF T.E.S.C. NOTES AND DETAILS UW MEDICINE - VALLEY MEDICAL CENTER DATE: 03 13 2019 i i cq O 0 09113117 AS DESIGNED: zTw OZ/24/, 7 FIELDBOOK: ZTw T As RE N T O N NW NORTH GARAGE EXPANSION PAGE: Z ZTW 01/30/17 AS DRAW DRAWING NO: ONE INCH DATU M Planning/Building/Public Works Dept. 400 SOUTH 43rd STREET RENTON, WASHINGTON 98055 m m ZTW A 11/04/16 AS CHECKED: AS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR rAIPROVED: SHEET F: C3.2 24 R - 393705 rn O I w D m w w N 0 O z m 0 Ld 0 ad i i x J J N 0 U cn Iz rn 0 N E v 3 c� i N rn O 00 a i N rn O 00 iU) 0 0 0 00 m Q D J Il FOR UW MEDICINE VALLEY MEDICAL CENTER 1 =30 NORTH GARAGE EXPANSION W=-== =m�:: 0 15 30 60 -RECORD DRA WING / 41 u -66- LANDSCAP AR BY WATER - - _\OMPANY -� COMPANY I I - � �/ � � I � BY\� \ S D � \ I_ �� I I \\\ �ONTRENCH nRAIN \\ \ \ \ \ �\ �\ ORDINARY HIGH WATER MARK , NGG � �� -°- � .I�. DRAIN PIPE •\ � � � \\� �\ � \ LINE OF BUFFERING AVERAGE1�1VECN_ T �- LINE OF I \ I I °° ` STANDARD I I I I > I� I oo • �-� co BUFFER `• _ ... \ \ \ \ \ \ \ 1 O \- u G ANERACE,,89.87 FL LANDSCAPE AREA A < . ��- 0.37 TIC i D�WDE A EA BY WATERSHED COMPANY --- i \BYNATERSNED PP \ \ \ / 88.80 AT D00 ° \ \ \ GRAVEL 89.87 FL , - /-...\ -- 1 STiA� UFF` \\\� \ BSBL - - - ®LVL 3 90.37 TIC 89.87 FL I =90. AVEMENT 90.37 TIC FH =89.53 A 89.00 A i - 82 TW \ \ JII I Ml LEGEND: 2 PROPOSED SPOT ELEVATIONS EXISTING CONTOURS 100 PROPOSED CONTOURS ------100 ------ PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED PERVIOUS CONCRETE PAVEMENT PROPOSED PERVIOUS CONCRETE x PAVEMENT PROPOSED HANDRAIL SAWCUT LINE ------------------ PROPERTY LINE 89.87 FL 1 2 57L r 88.97 X RE . T�F�ES�TO MAIN GRAVEL 90.37 TIC i ► 0 LVL 3 i ► `� \\� ` / PARKING GARAGESTORM o I : ` EXPANSION DETENTION VAULT 89.87 FLW S E / . I� M W D ki6'x24'X9.5 D� 90.37 TIC c 5 i i 1 COMPA I MIN TOPE_-9A LEVEL 4 FF - 78.33 MAX W.& E_-6b 89.50 1 / -, I P- STATIC W�8.-7&0 I SECTION A -A. / LEVEL 8 FF - 120.33 BOTTOM VAULT E_-77,5 89.90 i I i WrB�< 7 ° �® LINE OF • / 98 \ 1 "=2' 9 \,��, `��, 98_ BUFFERING / EXISTING BULDING EXISTING ' �.: NEW CROSSWALK X �\ �� AVERAGE / SNOWMELT PARKING `:� 89.90 . 4T----__ _ /�J MANIFOLD ROOM 99.0 � II � 809-90 .:. UNDER RAMP. RE -STRIPE - •5 C. SIDEWALK / PARKING FOR ADA GARAGE 120.33 ®LVL 8 8 LAB FF =94.12 AND VAN STALLS. 98.84 III II I < I .�. i - I I g... ` ��.� NSTALL SIGNAGE >> 98.34 TOP OF RAMP 2% N AWAY FROM BUILDING - _ - I 92.3 92.48 94.129�� 98 A w I 90.40 R ELINE ► I �'? 98.29 I 89.87 - - ► I ADA R�MP 94.1 g .:.. ; 6 W/ H DRAIL 94.12 7. 8.54f M II. � 90.37 TIC I i � ''�„� ... �,1: -. MIN 90.24 I 89.57 92.73/� \ r f 1�O 02% I I I ° MAX B 1 89.83 FL I I NEW ASPHALT II I a AC PAVEMENT a=1:� p _ A n 89.78 F 1,9� 8 I DETAILESHFETRC6 I I I 1 IV 90.06 � � I i 97.87o CONCRETE <a •�I j - -- I 90.43 I I I ' r� NEW CROSSWALK 4 SIDEWALK ----,I I SIDEWALK _10466 NEW TRENCH -RAIN iGE r III 89.60 F i o► ► / I RIM=97.87 i 89.96 i °' rn ° I 98.06f ME NSTALL P MANENT GATE A DUMPSTER/COMPACTOR 61_,, i ,8 llvm Of MP SECTION B-B •: co ON CONCRETE PAD PER"�s A SEE SEPA CONDITION N0� 4 DETAIL SHEET 6.1 e i � 89.70 FL SDMH � - - • I :•AF CON CURB - I vo- PVC (NE) IE=61.05' 89.63 TIC L-RIML d PROPERTY LINE III -NEW PERVIOUSC CONC. WALK 1*1 / GRIND AND OVERLAY EX. PAVEMENT AFTER CONSTRUCTION OF ALL UTILITIES. / SSMH #108 RIM=73.50' ( / 8" PVC (NE,NW)(SE(R)) C.O.C.=61.50' EXISTING BUILDING NEW TRENCH DRAIN RIM=79.37 78.33 78.33 11`1 a ;M�Ll Iffi, ME; i i �21 WIN -m REMOVE AND REPLACE EXISTING DIVEWAY PER COR STD. PLAN 104.1. REPLACE CURB AND SIDEWALK TO NEAREST JOINT PER COR STD. PLANS 101 AND 102. -TRENCH AND STREET RESTORATION IN TALBOT ROAD S. SHALL COMPLY WITH THE CITY'S TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS. OVERLAY LIMITS SHOWN ARE APPROXIMATE AND MAY CHANGE AT THE DISCRETION OF THE SITE INSPECTOR. P 4. EX. STAIRS W/ RAIL I PER D IL I a•I CB I � I .oq 89.63 EXISTING BUILDING 89.77 NEW 80 LF TRENCH DRAIN FF-89.9 ss.NOTE- ss II Q 89.67 CONNECT EX. FOOTING /l I f I I DRAIN TO NEW STORM II 1. ALL CURB RAMPS SHALL CONFORM TO WSDOT (STANDARD PLAN F-40.15-03 ON SHEET C6.3. - 87± - 2PARKING SIGNAGE AND FIRE LANE STRIPING SHALL - I I I I I ` II IB*E INSPECTED IN THE FIELD BY THE FIRE INSPECTOR 85.24 i- N CONIC. SIDEWALK I(DPRIOR TO PERMIT CLOSE OUT. _ _ ► 3. GATE AT THE BOTTOM OF THE RAMP FROM LEVEL 8 =Z -� - - SHALL REMAIN CLOSED AND OUT OF OPERATION UNTIL LiJ I I 3 3 If THE NEW TRAFFIC SIGNAL AT THE TABLOT ROAD S AND Weiy1I II III THE SITE ACCESS ROAD IS OPERATIONAL. I I 1. NEV�CROS W / SDMH #532 RIM=77.46' EX. 30" CM P E) IE=68.76' \ \ -- / EX. 12 IE=73.66 ,•;'Y. / / EX. 30" CMP (NW) IE=68.36' NEW 15� PV E) IE 69.61� \ 30* SD- 4 REWSED PER AS -BUILT CONDITIONS CP-02 ADDENDUM #2 NO. I REVISION SAS �F W A Sys Q _-A cn z 24661 0/STE��G\�� NA L 3/13/2019 (10 0 U z j Z� zw gN J x L zw g� O N 00 :z CN al00 (D0000 wUjz Q I I w � 1 w FLOC Ld J Q � z Sw V S' o CoN P EX. II 1 I APPROVED FOR CONSTRUCTION II I SUBJECT TO ERRORS AND OMISSIONS II 3 I / l\ (D I I 1 / - II I BY: DATE. l J - GRIND AND OVERLAY EX. \ \ I PAVEMENT AFTER CONSTRUCTION OF ALL UTILITIES. - \ II I I BY: DATE: BY: DATE: o BY: DATE: If \ SURVEYED: BCE SCALE: J 1 ��=30' VERTICAL: NAND 83/1 HORIZONTAL: NAD 1983/1991 DATUM • CITY OF UR RENTON Planning/Building/Public Works Dept. GRADING PLAN UW MEDICINE - VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION 400 SOUTH 43rd STREET RENTON, WASHINGTON 98055 DATE: / i 2019 w IL N a) m w m CK 09113117 r� I7.7 DESIGNED: ZTw ZTW 02/24/17 AS FIEO BOOKS PAGE: ZTW 01/30/17 AS DRAWN: ONE INCH DRAWING NO: ZTW 11/04/16 AS CHECKED: AS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: AS SHEET: OF: C4 24 R-393706 0 M Q rn O I m w CV O Go 0 z m 0 w U ad I I I x J J 9 IV _II 0 U rn 0 CV 0 I CV rn O 00 C7 CV O Go 1-1 U) O O O 00 m ! < D J � UTILITY PLAN FOR UW MEDICINE VALLEY MEDICAL CENTER 1 =30 NORTH GARAGE EXPANSION 0 15 30 60 RECORD DRA W -_ G VEW 15' `� UNE-0,0/ 0 \ \ 9 EASE \\ CATCH BASIN TABLE CB #1, TYPE 1, W/HERRINGBONE GRATE RIM = 88.�i-88.66 I E=85.:Fi- (12" W)86.2 E=88-35 (4" E) CB #2, TYPE 1, W/HERRINGBONE GRATE RIM = 9:F.8797.95 lE=E g�-�� 96.95 fi�N3 8 CB #3, TYPE 1, W/VANED GRATE RIM = 89.9489.22 IE=8fr94 (12" E) 85 IE=86..94 (12" NW) 85 CB #4, TYPE 2, 48" W/ SOLID LID RIM = 89.�289.62 IE=77.21- (12" E)77.3 IE=��.22- (12" W)77.3 CB #5, TYPE 2, 48" W/ SOLID LID RIM = 99.4e-89.83 IE=7673- (12" N)76.86 IE=8;F-96 (6" E)87.13 IE=-R-.94- (4" NE)77.2 E=�3- (12" SW)76. CB #6, TYPE 2, 48" W/ SOLID LID RIM = 89.8s 89.49 IE=_�6.-64-(12" NE)75. IE=4649- (15" W)76.0 E=44.4 - (12" E)83.69 CB #7, EX. CB TO BE REMOVED AND REPLACED WITH. NEW TYPE 2, 48" W/ SOLID LID RIM = si.�2.81.40 IE=76.14- (8" N)76.24 I E= (15" E)75.90 IE=_�5.98r (15" W)75.7 CB #8, TYPE 1, W/HERRINGBONE GRATE RIM = 79.37-79.47 IE=76.37 (8" S)76.47 MODULAR WETLAND, RIM = 89.48 89.50 IE=77.80 (12" N) IE=77.30 (12" W) SDCO #8, RIM = 89.83 IE=77.17 (12" N) IE=77.17 (12" S) SDMH #3, TYPE 2-54" w/ SOLID LOCKING LID RIM = 9�.!694.53 IE-86.31- (30" S)85.6 IE=86.31- (30" W)85. SDMH #5, TYPE 2-72" w/ SOLID LOCKING LID RIM = ;9R77.55 IE-68.9-1- (12" S)68.7 IE-68.91- (30" E)68.6 IE=4944 (30" SE)68. IE -&c. (30" NW)68. i YARD DRAIN #1, RIM = 84.49 67.67 IE=6.!! - (6" N)63.10 00 � � \ �- BY IA(A "DMPANY,--,- S COMPANYBY SHrDI - -- , I IC I IN, \ RAIN \\\ LONG CH nR h \\ \ \ \ \ \ �\ ORDINARY HIGH WATER MARK I I �� E -DY'ERAIN _PI -PE \ \ \ ~ \ LINE OF BUFFERING AVERAGE ^-� I-'� I Ioo I I \ I I i \^ �a00 \ LINE OF STANDARD BUFFERo`o ®Sit - I\ �jF��O LANDSCAPE AREA 8D00 �g I I r DPE �4 \ �\ \ \ I I • `'�� IE = 63.83 (4 E) / 8DC0 #i „ ' \\�WATERSNQDO �PiffNY�\ BY WATERSHED COMPANY _ » IE _ 63.83 (4 S) -�5 ,q g�- \ :a IE = 63.83 (4 S) � / IE - 63.83 (4" W) �maim- � ► \ A� \�� 4 SCH. 40 PERF. I 2 0 4" SCH. 40 PERF. I BSBL- PVC FOOTING DRAIN F 1 a I FH H\ PVC FOOTING DRAIN. I / a TI g NEW 4" FO I DRAIN SEE SHEET C6.2. I I l < �. I 72 62 EXISTING . I NEW 8 CBI EX. �TO RETRAIN PARKING ROOF DRAIN PARKING I j o LANDSCAPEAREA GARAGE I GARAGE STORM DRAM / i BY WATHED COMPANY DETENTION VAULT )M21 �/ I 156'x24x9.5' DEEP LEVEL 4 FF - 78.33 t4Ax� EL ` {{ LEVEL 8 FF - 120.33 STATIC W.8.-78.0 �W ASPAA '(• 4 M�VT 1 I - I R bE1WL HEET II BOTTOM VAULT E_ 77Z- I of If < CONC. SIDEWALK A� I 77.47 + . I - " ` •�\`•� `-- -- - _ , ✓ EXISTING BUILDING - I 120.33 0 LVL 8 \ ` _ _ I I TOP OF RAMP 2% a `` LLINE OF BUFFERW� A III II 3 _ ,F I AWAY FROM BUILDING _ I I �' \..: �:..` •\ �_`� �� _'' '`. 7, I I I I I 4 SCH. 40 PERF. NC. LEGEND: PROPOSED TYPE II CATCH BASIN O PROPOSED TYPE I CATCH BASIN EXISTING TYPE II CATCH BASIN \ EXISTING TYPE I CATCH BASIN ❑ PROPOSED STORM DRAIN CLEANOUT PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE - - - - - - - - - - - PROPOSED SANITARY SEWER LINE PROPOSED SANITARY SEWER MANHOLE • EXISTING SANITARY SEWER MANHOLE \ EXISTING SANITARY SEWER LINE EXISTING CONTOURS 100 PROPOSED CONTOURS------100------ "NO PARKING - FIRE LANE" m m m m m m m m MARKING PER CITY STANDARDS POROUS AC PAVEMENT 99m I I I PVC FOOTING DRAIN. i PL1 SAQ I I SEE SHEET C6.1. GELINE ► I I i ' �< _ = �� NCI 2I o f W A Sy l d I4 4 PVC F60TING DRAIN 8D00 t4 i / , • � ... ;r, .:;'. _ I� /P IE = 63.83 (4" S) I ( �,� I NOWMELT�v _ _ _ I I - z I I� I °' � IFOLD ROOM � I I I I I I IE = 63.83 (4" N) 5'x10' ACCESS GRATE rn /� O .1 i �, NDER RAMP. ^� I I I I ,� F NEW 8» ` ► I :°� LAB FF -93.85 \ ov _ I �566�1R � ROOF DRAIN I I 81� NEW TRENCF DRAIN I 1 I I I DWI„LF 12 P SD 0 F 12 C SD 0 78% �02 7+oo I 3/13/2019 I ` I I DUMPSTER/COMPACTOR I N y l� RIM 98.70 I ON CONCRETE PAD PER 0 \ \ I 1.85� DETAIL SHEET 6.1 la i �� °'�. „PVC- NEj- - �I v SDMH 522 » • $DCO f7 4 LF 12" �DI�D- �fi% _ _ _ _ I _ �. _ NEW CB IE 9 8 PVC W)� = I z � RIM--�66�,�66.1 4 SCH. 40 PERF. TO BE SUPPORTED OFF OF CB�4 I I PVC FOOTING DRAIN (�� ) -RIM 89.3E - -LID II z N E 6 c NE IE=61.as 61.17 IE = 62.9E 6 E I p _ _ _ z V) „ ( ) IE = 62.99 (6 S) I THE SIDE OF THE SHORING WALL o 0, 1E=87.79 (6 N� __ g 0 CMP E E=r9-§&59.67 $�C �g /E=87.39 (12 E) - III J ' p IE = 62.9E 6" W I I o 12 DI W IE=62.05 al ( ) _ 1E=87.29 12" E ❑� PROPERTY LINE I _II x z X. 0 CMP IE--2559.27 RIM = 89.83 _ _ _ _ _ _ _ _ ( ) _ J a z w B CT.=57.55' q 15 LF 6" PVC I I IE = 77.17 (12" N) - - - ' NEW POROUS CUT LINE I (n II cV g z SD 0 5.69% " " CONCRETE PAVE NT II r7 cV cV O „ / I I I IE = 77I.17 (12 S) 18 LF 12 DI SD 0 �}%0.50% w 0 00 NEW 3-4 PVC > SCH. //_IE 8D00 #1 I I I 5 LF 12" DI SD 0 0.51 % EX. CB PER ET C6 , 3 N z ^ ® ELECTRICAL •° IE = 63.83 (4" N) I I I RIM 95.16 " I I EX I CB I(TYP II I N CO 00 w I? CONDUIT ° = 63.83 6" W "I 1 I IE 94.4 (4„ ADS E) I I l0 Q _zc�( ) 4 SCH. 40 PERF. IE 90.0 (8 PVD N) mCD � Lo � c� z IE = 63.83 (4" S) PVC FOOTING (DRAIN. I 8DC0 EXISTING BUILDING INSTALL NEW SOLID LID I I J s I J z „ ^ ^ w NEW 4-4" SPARE �° 14 LF 6" PV� SSE SHEET C6.1. IE = 63.83 (4" W) NEW 80 LF TRENCH DRAIN NEW RIM EL= 95.65 95.86 � I I � N / w N N PVC SCH. I SDD 0 11.000 0 NEW TRENCH i I - I/ I I II Pa ' Y v N ELECTRICAL � � � II II a.a IE = 63.83 (4 N) AB CB CONDUIT II --� '` I RIM DRAIN 79.37 R/M 89.39 / ' I\ I I I " 1E=87.79 (6" N) / ILI I I I II I I I EX. CB #538 Ij 0 '� ( ) I CB CMP CO CONNECTION POINT " RIM-100.15' IE 63.83 4�� N 89. 8 /E=87.39 (8 E)> l - IE = 63.83 (4 E) I / 8" CMP (NE) IE=96.40' 3" PVC (E) IE=97.65' II ' `LA Q � 72 �3 LF 8" 1.00% / - - z_ _ - I- / 6" DI" (S) IE=97.15' ` �;I I g �j 114, ° NEW 2-4 PVC `s :: �/ \ CMP (WP IE�96.4p II I I Q z \ SCH. ELECTRICAL ...� k _i IV SEW MAN 15. _ I NEW 2-4 PVC SCH. - s RUCT.=9 .45' W / CONDUIT \ 0 �' (� ) 3tDEWAtK- TEL. COMM. CONDUIT I / I I I -�c - - - NEW 2-4" PVC SCH. z / I I I I �/ � _ = I I I I `_ Z i - - \ i. - - - - 80 ELECTRICAL CONDUIT - - » - ... .,,- - EX. J. BOX TO REMAIN - - - - - - - _F - - - NEW 2-4 PV 1 = I Jj TEL. COMM. CONDUI _ I ( SDMH to - I I I I / GRIND AND OVERLAY EX. SD " P I EX. ,FRS' II I APPROVED FOR CONSTRUCTION PAVEMENT AFTER CONSTRUCTION - - I OF ALL UTILITIES �/ \ - � -- - - -- -- - - _- - --_ - II I SUBJECT TO ERRORS AND OMISSIONS EX. CB #537 " 5 / �. �\ NEW 3-4 PVC/ SCH.r ® \ \ RIM=87.29 ELECTRICAL COUIT % V / / \ IE=80.49 (12" CMP E) \ I I I °O( \ IE= 80.3E (12"CMP N) 24 LF 30 C BY: DATE: SD®. I I TO BE REMOVED � 0�I I / SSMH #108 °� » GRI D AND Y - / II I ' BY: DATE: RIM=73.50 / / ..'n� �` \ �� NEW 1) Am PVC SCH. 0 - f,, / \ SDMH #532 PAVEMENTrER ON CATION `/ %( 8" PVC (NE,NW)(SE(R)) I RIM -tea' 77.50 ELECTRICAL CONDUIT _0 UTILTTI_ES T - 111 \ ® - - - / II I °�' C.O.C.=61.50 f% EX. 30" CMP (SE) IE=68.76' �� / „ \ - I II BY: DATE: o / NEW 4-4 SPARE I /� I o EX. 12" CMP (S) IE=7 68.3 �/ PVC SCH. I / / / ' I CO \ - - - / - \ - / \� I /L BY: DATE: / ''''•'=•- EX. 30" CMP (N\ IE=68.36' � ELECTRICAL CONDUIT � _ � � NEW 15"\ VC (E) IE=9' 72.80 l311 w /X. 30" SD _ / SURVEYED: SCALE: DATE: BCE VERTICAL: NAND 1988 UTILITY PLAN / i N »- HORIZONTAL: NAD 1983/1991 CITY OF FIEOL BOOKS 201E 0) 4 REVISED PER AS -BUILT CONDITIONS CK 09113117 AS DESIGNED: 1 =30 11,11,111111111101 ® 0 CP-03 zTw o2/24/,7 AS zTW -� UW MEDICINE - VALLEY MEDICAL CENTER RENTON PAGE CP-02 ZTW 01/30/17 AS IDRAWN►I NORTH GARAGE EXPANSION z L' n DRAWING N0: A, ONE INCH DATUM ADDENDUM #2 L11Y 11/04/16 AS CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. 400 SOUTH 43rd STREET AS IF NOT ONE INCH NO. REVISION BY DATE APPR I APPRROOSVED: SCALE ACCORDINGLY RENTON, WASHINGTON 98055 SHEET: OF: w C4.1 24 R-393707 0 rn O O co w IL N O O v 0 Z m 0 7 w U od R-393708 (m 0 M Q 0 rn 0 0 I $2 D w N O 92 ° z m O ui 0 00 I I a U L7 a- 0 N ai E a� a 0 0 I N Gn O 00 i U) a i N rn 00 CD O 00 Q CL J i LL 77.50 r I I 24" DIAMETER J MANHOLE ACCESS W/TYPE 2-48" BARREL AND GRATED OPENING (TYP.) i ,12" PVC OUT 15' 156' 65.8' VAULT SECTIONS FOR UW MEDICINE - VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION 23.7' zi H zI H Q z > > > a a a 00 00 --------------------------- 00 RECORD DRA WING 51.5' O .° G C .Q IE=85.0 Ln IE=85.0 IE=85.0 TYP. LADDER LOCATION 76.90 z 76.90 76.90 5% MIN. ,,_� 04 i 5% MIN. 5 x10 ACCESS GRATE 0.00% LONGITUDINALLY LEVEL (BOLTED DOWN) IE=78.0 TYP. LADDER LOCATION FLOW RESTRICTOR RISER PER DETAIL THIS SHEET Z 4'x4' SUMP 6�. IE=85.0 LO IE=85.0 d ° o .d ° c - .Q °. - 25--------------------------- 110.17' PLAN VIEW 43.33' 24" DIAMETER 77.50 i MANHOLE ACCESS W/TYPE 2-48" BARREL AND GRATED OPENING (TYP.) SCAI F- 1 "=1 n' nA" nu urrrn NU 1 tv SEE STRUCTURAL PLAN FOR CONSTR 4 REVISED PER AS —BUILT CONDITIONS 3 CP-03 y CP-02 1 ADDENDUM #2 Rol REVISION SURVEYED: BCE CK 0911JI17 AS DESIGNED: ZTW ZTW 02/24/17 AS ZTW 01/30/17 AS DRAW ZTW 11/04/16 AS CHECKED: AS BY DATE APPR APPROVED: AS 4" PERF. PVC FOOTING DRAIN 1 77.50 I I PROVIDE LADDER PER CITY STANDARD 1 204.60 TYP. 4 LOCATIONS 3/4" CRUSHED DRAIN ROCK 18" '—I I FABRIC FILTER ao III 4" PREFPRATED DRAIN PIPE TAKEN TO I —1 —1- APPROVED POINT OF DISCHARGE FOOTING DRAIN DETAIL NTS N� REMOVABLE WATER —TIGHT COUPLING 6" MAX. "—PLATE WITH ORIFICE AS SPEC. BELOW. ELBOW DETAIL MAX WS EL=86.5 FIELD VERIFY LOCATION FOR ATTACHMENT OF SHEAR GATE HANDLE TO WALL OF VAULT 5'x10' ACCESS GRATE (BOLTED DOWN) 4" ELBOW, SEE DETAIL ABOVE04 EL = 83.0 ORIFICE DIA. = 1 CLEANOUT SHEARGATE HANDLE TO BE HUNG FROM LADDER FOR EASIER ACCESS. HANDLE MUST BE ACCESSIBLE FROM THE SURFACE WITHOUT ENTERING THE a VAU LT. BOTTOM OF LID a�- EL=87.0 PIPE SUPPORTS: MAX. W.S. EL=86.5 3"xO.090 GAGE 12" MIN. BOLTED OR IMBEDDED 2" IN WALL a MAX. 3'-0" SPACING 12" CMP (MIN. ONE SUPPORT) 12" SD ,a CLEANOUT GATE: IE=78.0 �. 8"DIA. SHEAR GATE IE=78.0 12" CMP STANDPIPE 2' MIN. 24' RESTRICTOR PLATE WITH ORIFICE EL = 74.0 DIA. a 12" OUT 4" PERF. PVC IE=78.0 FOOTING DRAIN FLOW RESTRICTOR RISER PER DETAIL THIS SHEET STATIC W.S. EL=78.0 BOTTOM OF WALLS M\N• EL=77.5 a ° d9 a ° SCALE: SECTION A -A 4" PERF. PVC FOOTING DRAIN (SEE DETAIL ABOVE) SCALE: 1 "=10' HORIZONTAL 1 "=2' VERTICAL ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON Planning/Building/Public Works Dept. 1 .1 FLOW RESTRICTOR RISER 1 "=2' SADR W A �F Sy1 24661 /STE��G\�� NA L 3/13/2019 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE BY: DATE N ..w 00 Z j z� zw gN J X L Zw g� N z 0 W O cV 00 000000 Ofz I I ui Ld Q �LoLin 5:z �� LO V-) w L Li > Uu 8 BY: DATE: 0 0 I O BY: DATE: w DATE: Q_ VAULT SECTIONS 03/13/2019 cm UW MEDICINE - VALLEY MEDICAL CENTER FIELDBOOK: NORTH GARAGE EXPANSION PAGE z DRAWING N0: m 400 SOUTH 43rd STREET ° 7 RENTON, WASHINGTON 98055 SHEET: A ^ OF: -1 U4 R-393709 Surface Water Standard Plan Notes and Example of Construction Sequence 0 r--I Surface Water Standard Plan Notes co 1. These notes shall appear on projects for the surface water utility. m 2. Before any construction or development activity occurs, a pre -construction meeting must be held between the City of Renton plan review section and the applicant. W 3. All design and construction shall be in accordance with the Renton Municipal Code (RMC), the latest edition of the Standard Specifications for Road, Bridge and �I Municipal Construction prepared by WSDOT and the American Public Works Association (APWA), as amended by the City of Renton Public Works Department. It shall be the sole responsibility of the applicant and the professional civil engineer to correct any error, omission or variation from the above requirements found in this 4. plans. all corrections shall be at no additional cost to the City. Approval of this road, grading, parking and drainage plan does not constitute an approval of any other construction (e.g. domestic water conveyance, sewer conveyance, gas, electrical. etc.)The surface water drainage system shall be constructed according to the approved plans, which are on file in with the City. Any deviation from the approved plans will require written approval from the City of Renton Public Works Department, Surface Water Utility Section. 0 5. A copy of these approved plans must be on the job site whenever construction is in �p progress. 6. Grading activities (site alteration) are limited to the hours of 7 a.m. to 7 p.m. ~ Monday through Saturday and no work on Sunday is allowed, unless otherwise OTC approved with a written decision by the City of Renton. W EL 7. It shall be the applicant's/contractor's responsibility to obtain all construction a easements necessary before initiating off -site work. Easements require City review and approval prior to construction. 0 Z 8. Franchised utilities or other installations that are not shown on these approved plans M shall not be constructed unless an approved set of plans that meet all requirements Q of Chapter 4 of the Surface Water Design Manual are submitted to the City of Renton. W U 9. Datum shall be NAVD 88 unless otherwise approved by the City of Renton. m Reference benchmark and elevations are noted on the plans. 10. Any dewatering system necessary for the construction of stormwater facilities must be submitted to the City for review and approval. 11. All utility trenches and roadway subgrade shall be backfilled and compacted to 95 percent density, standard proctor. 12. Open cutting of existing roadways for non -franchised utility or storm drainage work is not allowed unless specifically approved by the City of Renton and noted on these approved plans. Any open cut shall be restored in accordance with the City of Renton trench restoration standards. 13. All sedimentation/erosion facilities must be in operation prior to clearing and building construction, and they must be satisfactorily maintained until construction is completed and the potential for on -site erosion has passed. 14. All retention/detention facilities must be installed and in operation prior to or in conjunction with all construction activity unless otherwise approved by the Public Works Department, Surface Water Utility Section. 15, All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with the current State of Washington Standard Specification for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. All pipe bedding shall be APWA Class "C", with the exception of PVC pipe. 16. Steel pipe shall be aluminized, or galvanized with asphalt treatment #1 or better inside and outside. 17, All drainage structures, such as catch basins and manholes shall have solid locking lids. All drainage structures associated with a permanent retention/detention facility shall have solid locking lids. 18. Building and other structures shall be placed in accordance with Table 4.1 Easement Widths and Building Setbacks Lines. 19. All catch basin grates shall be depressed 0.10 feet below pavement level. 20. All driveway culverts located within City of Renton right-of-way shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Rock for erosion protection of roadside ditches, where required, shall be of sound quarry rock placed to a depth of one (1) foot and must meet the following specifications: 4 - 8 inch rock / 40 - 70% passing; 2 - 4 inch rock / 30 - 40% passing; and less than 2 inch rock / 10 - 20% passing. 21. All building downspouts and footing drains shall be connected to the storm drainage system, unless approved by the City plan reviewer or Surface Water Utility Section. An accurately dimensioned, certified as -built drawing of this drainage system will be submitted to the City upon completion. I I 7 22. Drainage outlets (stub -outs) shall be provided for each individual lot, except for those lots approved for infiltration by the City. Stub -outs shall conform to the O (n following: a. Each outlet shall be suitably located at the lowest elevation on the lot, so as to a- service all future roof downspouts and footing drains, driveways, yard drains, and any other surface or subsurface drains necessary to render the lots suitable for their intended use. Each outlet shall have free -flowing, positive drainage to an approved stormwater conveyance system or to an approved outfall location. o b. Outlets on each lot shall be located with a five -foot -high, 2" x 4" stake marked N "storm" or "drain". The stub -out shall extend above surface level, be visible, and be secured to the stake. c. Pipe material shall conform to underdrain specifications described in Chapter 4 of the Surface Water Design Manual and, if non-metallic, the pipe shall be placed in E a trench with a tracing wire above or other acceptable detection. d. Private drainage easements are required for drainage systems designed to o convey flows through individual lots. 3 e. The applicant/contractor is responsible for coordinating the locations of all stub - out conveyance lines with respect to other utilities (e.g. power, gas, telephone, o I television). rn f. All individual stub -outs shall be privately owned and maintained by the lot home C) owner. 00 1-1 g. Storm drainage pipe systems shall not penetrate building foundations, except for sump pump discharge lines used to drain crawl spaces, provided the sump pump system includes backflow prevention or a check valve. N performance of work. Any work within the traveled right-of-way that may interrupt o' normal traffic flow shall require a traffic control plan approve by the Public Works 00 Department, Transportation Systems Division. All sections of the WSDOT Standard j Specifications 1-07-23 Traffic Control shall apply. (n 0 27. Project located within the aquifer protection area (APA) shall comply with Special 00 Requirement #6 of the Surface Water Design Manual and Aquifer Protection w __1Regulations (RMC 4-3-050). Q LU U_ FACE OF CURB - 6 1 /2"}� 5 1!2" I 1'2 R. 1" R. 1:24 TOP OF 1 " R. ROADWAY t u> CN 1. V - 6' CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 16 1/2"___FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 1:24 TOP OF 1/2" R. i' ROADWAY bd (0I t 1' 6" DEPRESSED CURB SECTION AT SIDEWALK RAMPS CONSTRUCTION NOTES AND DETAILS FOR UW MEDICINE -VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION RECORD DRA WING 6" CEMENT CONCRETE 1!2" R 1.. R SIDEWALK RAMP VARIES OR LANDING FROM 6'TOO t 6 t 3/8" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 6 1.2" ' SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 I , TOP OF p' 112" R. ROADWAY t.. _ 11 . p P >> 1 6,. DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 6 1 /2"«'+ 5 112' 1" 1/2" R. FACE OF ADJACENT CURB i GUTTER SURFACE T _ 0 FACT: OF CURB I 1"R 81i4" 1'IR., CEMENT CONCRETE \ �( TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES- 1 . See standard plans 102 and 101,1 for curb expansion and contraction joint Spacing 2. Not used. 3. For Depressed Monolithic Driveway Curb & Gutter Sertlon see Standard Plan 104.2 TOP OF ROADWAY 0 STD. PLAN -- 101 ® ; PUBLIC'PWORKS DEPARiviEtiT CEMENT CONCRETE CURBS )F)RC rE'D l � NZ ' > INUIN-VVUV LIN ULU I L/\ 1 IINLL I 1-1U1\Ili MIRAFI 160N OR APPROVED EQUAL 1' WIDE DAY CHECK DAM SPACED PER THE TABLE BELOW. WRAP WITH FILTER FABRIC. Gre�PZimmerman, Public Works Administrab )SEE CONTRA-n ROUT DING 20-- 't. = 7J2 'IN R iIYP.- I CURB NOT INCLUDED IN 810 ITEM - s- ''1. ......... SEE RAISED EDGE 3.8 INi PRE MOLDEQ- V - R SIDEWALK D'r_'TAIL - THIS SHEET Jt_ INT FILLER ALL. GUT LOPEMIN. ((SEE..CONTRACT; S 1/2"� I1N1 R. ITYP ! WITH RAISED EDGE • , x u', 1 � 1 , URB NOT (NCLUDED IN 6101TEAd - Tt �,.x• y 18 (INi PREMOLDEb ''""` -/ FINISHED GRADE 1(IN) BELOW JOINT FILLER SIDEWALK TOP OF CONCRETE S.1RFACE �! ADJACENT TO CURB I'.0, t D MIN (SEE CONTRACT) ROIJ DING IZ (IN) R. (TYP.) CURB NUT INCLUDED IN 610 ITEM r _... BRIDGE OR PEDESTRIAN PREMOLDED .+ WALL OR BARRIER RAILING JOINT FILLER ADJACENT TO CURB BARRIER - SEE SIDEWALK (STEEP FI..L SLOPES) CONTRACT PLANS gg (SEE CONTRACT, WALL OR BARRIER U2 (IN! R MP.; ,..A.. P CURB NOT INCLUDED IN 810 ITEM - SIDEWALK FLUSHt 5 e i V (1'JI R VERTICAL, WALL - 118' lIN) PREMOLDED • �_:-��"J` `--- I s-_ SEE DETAIL JOINT, (TYP.1 • • ADJACENT TO CURB AND RAILING OR WALL 3'8` (IN) PREMOLDED JOINT FILLER SIDEWALK BUFFER STRIP (SEE CONTRACT) !SEE NOTE 10) 112 (INI R SIDEWALK ADJACENT TO WALL DETAIL t TYP.; NOT INCLUDED IN BID ITEM - 6- I LEVEL ► - FINISHED GRADE I" (IN{BELOW TOP OF CONCRETE �J SURFACE FOR PLANTING - FLUSH IF PAVED ADJACENT TO BUFFER STRIP I �C/ BROOt,tEU FIMIH 1.%0at_.:. -f"Jry 4"WIDE SMOOTH TROWELED PERWETER RAISED EDGE DETAIL EXTENl� IOINTS OINCLUSIDEWALKDTRANSVERSE 0 IO1N i5 70 INCLUDE RA1:4EG EDGE �r Q n r!' ti CEMENT CONCRETE CURET (CURB AND GUTTER SHOWN! NOT INCLUDED IN BID ITEM I For NOTES see STD PLAN 104.2. Paved surfaces must comply with •'"l" �� . �, ��""'�.„� .� - STD PLAN 102.1 as applicable. 3/6 z t B T ] ua `''•. `' `' CONTRACTION JOINT ' IN SIDEWALK ONLY W ~v"^e �,' • EXPANSION JOINT IN BOTH °► �� •TO �► �® �•.}�AO •° . CURB AND SIDEWALK { SEE SID PLAN 101 1 R . , ► . P ! ► 6 ► R JOINT AND FINISH PREMULDED �..... ." JOINT FILLER DETAIL E EXPANSION JOINT C. CONTRACTION JOINT +' PUBLIC WORKS CEMENT CONCRETEPLAN 102 All1�'RO 'FD: DEPARTMENT SIDEWALK f 3" COMPACTED DEPTH HMA PAVEMENT 6" PERVIOUS (POROUS) CONCRETE PAVEMENT 6" COMPACTED DEPTH CRUSHED CONSTRUCT IN ACCORDANCE WITH ACI 522.1-08 ROCK SURFACING BASE COURSE $" AGGREGATE W/C 0.28-0.33, MINIMUM CEMENT CONCRETE=520 IB/CY MIX DESIGN SUBMITTAL REQUIRED °oCb ° ° ° °�o °�o ° i ,e• �•. .i ..'. CHECK DAM SPACING TABLE SITE ONLY SLOPE SPACING (MAX.) MIMUM OF 8" OF FREE DRAININ 4"-2" WASHED FRACTURED ROCK FIRM AND UNYIELDING / 6-10% 10' SUBGRADE NON COMPACTION 5-6% 20' 1-5% NONE REQ'D TYPICAL PERVIOUS PAVEMENT SECTION NOT TO SCALE 4 REWSED PER AS -BUILT COND177ONS 3 CP-03 2 CP-02 1 ADDENDUM #2 2 DO REVISION ° °° o 0 0 °o 0 0130 °80 0 000 o° o o n ° o ° o °o C� 12" SUBGRADE COMPACTED TO 95% ASPHALT PAVING SECTION NOT TO SCALE PEDESTRIAN HANDRAIL NOT TO SCALE SURVEYED: BCE CK 0911JI17 AS DESIGNED: ZTW ZTW 02/24/17 AS ZTW 01/30/17 AS DRAW ZTW 11/04/16 AS CHECKED: AS BY DATE APPR APPROVED: As SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY POST Cr=MENrT CONCRETE CURB A i3i=EER (SEE NOTE 33 CEMENT COHCRf'eTE -, -• 51f)EVYALK % DEPRESSED M0NO_FrH!G CURS 6 13LrrmR (SEE DET•AX TI115 SHEErl TYPE C213 - ISOMETRIC VIEW (COMMERCIAL, WITH BUFFER) NOTES 1, When a driveway width exceeds 15 feel, constructs Ibll depth expansion Joint with 318' Jol nt oiler along the drWffivay fans lines FACE OF CWA (seo std. plan 102). Construct expo n slon Jolnts parallel with the - N OHER�caRB 0ErA4. Sr � OON THISA S9HFJ~-r oentlarTlne no requlrl9d at 1F maximum sQaetng when driveway G4fm+ACnvrLaanrT - �- widths exceed 30',rl !TD PIAFr 70I hI t t� R TTop oft Z See std. plan 102 far sidewalk details. �• +� 3. Curb and goer shown, elhar curb desigirs may he speclSed- , +, See std- plan 101 far curb details. • , • ', 4. Nat u-sed. �� Y i V' , j I 1-Ir I 5. The anglneer wlll design all driveways to Incfuda elml:lons at all NUTS. OWEMY U0MIT DIIIN L WAMBION points marked with symbol `X . AJ1 eievatiens are at the back of .01,4189nu.L at gUtL oePTH DEPqFSSEDMONOLRHIC CURS & GUTTEROF7ADL curb top an uphill sldeI. 6, Not used. 7, for Driveway Wldtha sea DRIVEWAY STANDARDS {Sea NOTE 10). The expartsion joints (sae aid. plan 102) shall be spaced as shown In the corramponding Inametric vlew. 8. Slopes shall comply with e+aations R303.2.1 or R3a3.2.2 or - FACE OF AkWACENT CURB R303.2,3 of tf19 Revilsed Draft Oiuid*Nnes Car Acemible Ptablic - 1' nights -of --Wray ofNov=32= 23, 2005 {PROWAG). 9. Curb ratluma for any Type C-MAX Drtvaway may be approved on a case-by-c se basis. '. ►FL -GUrrER SURFACE 11 R. r 10. STREET STANDA ROS = Aenton Municipal Cade {RM[j • ° ° a r ' ►► Tttie IV Development RegulaUan5 a a C HAi7TE Ft 6 STREET AN D UTILITY STAN DARDS 5eclJo n 4-6-060 5TR EtT STANDARDS DEPRESSED CURB DETAIL AT RESIDENTIAL OR COFAWERCUIL DRIVEWAYS, AND ALLEYS DRNEWAY STANDARDS E Remun Municipal Cade (RMQ _ Title IV Oeuelopment Rogul"Ons Dfly wlr y E1-ampla: TYPE C10 It CHAPT'~R4 R=Raaracnpa+l. C_-C4TIT181'C'iI - CITY- WtOEPR013CRTYDEV EL❑PMENT5TANDARD5 NwrIlw0flam. --- - - -' Section 4-44= PARKING, LOADING AND OR WAY QAAX-A Lf ra C8MMO C31' I REGULATIONS �6utTorr �+1ur�frp strtpj, 91.nIaNn BIAT.r * + + PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PSTD. PLAN - 104.2 DEPARTMENT ENTRANCES - NOTES AND DETAILS -r m • C�••• air, 4r. CONCRETE PAD FOR DUMPSTER/COMPACTOR NTS 5' %R CITY OF RENTON Planning/Building/Public Works Dept. BY: BY: BY: BY: �-� SA 1 �F W A Sys yCA 24661 NA L 3/13/2= N LLJ C� U z j zof Z W o- J x Lam z w g� N z UOf O C4 00 Ez 0)(0a00 I I w Q 3:: Lo Lo z c� z LO � LO � w N CO Sd�� J 2 ♦ Z i W 0 JS' o CON APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS DATE: DATE: DATE: DATE: CONSTRUCTION NOTES AND DETAILS UW MEDICINE - VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION 400 SOUTH 43rd STREET RENTON, WASHINGTON 98055 b U9 0 I (o H W D_ DATE: 03/13/2019 rn FIELDBOOK: 0 PAGE: 0 Z DRAWING NO: M 0 7 SHEET: OF: W CIS24 R- 393710 0 0 O I �O H W N O Z M O 7 W U m I I iv U to a- IY7 rn 0 N E 0 0 3 0 I N rn 0 Do a N rn 0 DO i 0 O O 00 Q � w 17 BOLT -DO Wtd HOLE (TYP.) 5f6" - 11 NC_ SEE ❑ETAIL 8 NOTE.2 a TOP SECTIDN REC ESSED ALLEN HEAD CAP SCREW ^ 1�. 54"-17NCx2" 314- GRME 1-0 MOTES I. This Frame Is designed to accommodate 20" x 24" grates or covers z. Provide two holes In the frame that are vertically aligned with t ha grate or cover slots. Tap each hole to accept a 518" - 11 NO x 2" alen head cap screw. Location of bolt down holes varies among different manufacturers. 3. Refer to Standard SpedfloMon 9-05.15(2) for additional requirements. ISOMETRIC VIEW 7 516" 1 9 FRAME O#R 2 102" SECTION DETAIL 1301ILT-DOWN1DETAIL ' } PUBLIC WORTS RECTANGULAR FRAME STD. PLAN - 204.00 DEPARTMENT It•(ARCIi 2(}0 2" CLA_` *2" TO 6" C OR C 1' V 2.5' V I 1' MIN MIN FMIN MIN MIN 11 S V IN FACE EDGE C LASS 'E' L -ASS 'B' 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN- -2.5' MIN MIN MIN MIN MIN 2" CLASS 'B' CRUSHED ROCK, FLC3WAL-- Oil AS REQUIRED BY ENGINEER FOR MINIMUM STANDARDS, SEE DWG# HR-05, SP PAGE H032 OF CURB OR OF PAVEMENT ENTER LINE OR ANE LINE S* D SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ADOPTED CITY OF P"TON ST&NOMM PW,WS LIST DAn! 02/05 DWG. NAME: H032--1 SP PAGE: H032.1 CONSTRUCTION NOTES AND DETAILS FOR UW MEDICINE -VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION RECORD DRA WING Y � N Y < g m /z 0 FRAME AND VANED GRATE 5 s• 6" OR 12" ONE #3 BAR HOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION u � #3 BAR EACH CORNEF #3 BAR EACH SIDE t!l RAP FAr.W PRECAST BASE SECTION #3 BAR EACH CORNER 18" MIN #3 BAR HOOP PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP * 12" (STD. SPEC. 9-05.20) SOLID WALL PVC 15" (STD. SPEC. 9-05.12(1)) PROFILE WALL PVC 15" (STD. SPEC, 9.05.12(2)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be Installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance With Standard Specification 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION ti�Y O STD. PLAN - 200.00 + PUBLIC WORKS CATCH BASIN TYPE 1 `` DEPARTMENT ��IvzO$ MARCH 2O08 4" FOOTING DRAIN DETENTION VAULT GONG. COL. TIEBACK ANCHOR DRAINAGE PANEL BETWEEN PILES SEE SPECS DRAIN AND J WEEP PIPE FOOTING DRAIN DETAIL NOT TO SCALE 4 REWSED PER AS -BUILT COND177ONS 3 CP-03 2 CP-02 ADDENDUM #2 Rol REVISION i a8-1t�uv I I I 3 MECH. PLENUM FLOOR - s2.15 5EE PLAN FOR EXTENT I _LEVEL 4 I I 0 BOTTOM OF VAULT SLAB CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) HANDHOLD N RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION tO GROUT, TYPICAL (SEE NOTE 5) FLAT SLAB TOP 0 48'. SC, 68', 77, 84.OR 96' o MORTAR (TYP.) STEPS OR , > LAD DEER � o o ..... z FILLET m, � REINFORCING STEEL (TYP.) N 12' GRAVEL BACKFlLL FOR PIPE ZONE BEDDING SEPARATE BASE INTEGRAL BASE CAST -IN -PLACE PRECAST WITH RISER 'O" RING 12" GRAVEL BACKFlLL FOR 6"= PIPE ZONE BEDDING b° SEPARATE BASE PRECAST CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER WALL THICKNESS BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS BASE REINFORCING STEEL In2/fL IN EACH DIRECTION -• SEPARATE BASE INTEGRAL BASE 48" 4" 6" 36" 8" 0.23 0.15 54" 4.5" 8" 42" 8" 0.19 0.19 60" 5" 8" 48" 8" 0.25 0.25 72" 6" 8" 60" 12" 0.35 0.24 84" 8" 12" 72" 12" 0.39 0.29 96" 8" 12" 84" 12" 0.39 0.29 NOTES 1. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed With the flange down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 5• All grade rings, risers, and castings shall be set in mortar in accordance With Standard Specification 9-04.3. 1`ty O PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER CONCRETE ALL METAL CPSSP tD SOLID WALL PVC Q2 PROFILE WALL PVC 48" 24" 30" 24" 27" 30" 54" 30" 36" 30" 27" 36" 60" 36" 42" 36" 36" 42" 72" 42" 54" 42" 36" 48" 84" 54" 60" 54" 36" 48" 96" 60" 1 72" 1 60" 36" 48" (D Corrugated Polyethylene Storm Sewer Pipe (Std. Spec. 9-05.20) (Std. Spec. 9-05.12(1)) (Std. Spec. 9-05.12(2)) + & + PUBLIC WORKS CATCH BASIN TYPE 2 �iVZO� DEPARTMENT STD. PLAN - 201.00 MARCH 2O08 SADR �F W A Sy1 yC_A 24661 O�Ffs Or' / S T R NA L 1 \� 3/13/2019 FINI5HGR. APPROVED FOR CONSTRUCTION ----I LEVESUBJECT TO ERRORS AND OMISSIONS - 6T-10" _ BY: DATE: ''F:GOTIN DRAIN"'-"' DG RAIN64'-1" (� BY: DATE: II I I BY: DATE: IL1J BY: DATE: N C� U Z_ j Z of Z LLJ N J x zw g� N z O cV 00 00 (0 z I 00 I ww Q Lo Lo z 0 z C4 LO C4 LO w Lii J > Y U (_!) SURVEYED: BCE SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. CONSTRUCTION NOTES AND DETAILS UW MEDICINE - VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION 400 SOUTH 43rd STREET RENTON, WASHINGTON 98055 CK 0911JI17 AS DESIGNED: ZTW ZTW 02/24/17 AS ZTW 01/30/17 AS DRAWZTW ONE INCH ZTW 11/04/16 AS CHECKED: AS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPRAOSVED: b 0 I c2 Z) 0 W D- DATE: 03/13/2019 rn HELDBOOK: 0 PAGE: 0 Z DRAWING NO: M O W m SHEET: OF: CIS 24 R- 393711 N CONSTRUCTION NOTES AND DETAILS FOR I I iv 4� U Cn a - In rn 0 CV \ O 0 3 0 I CV M 0 w W 43 (V rn 0 co i 0 0 0 00 Q J 6 E i7 i'YN, MEE WM Ih T- � uJV1Y_�-$L MttT! Ti_ Y NEiHOIili IOU vF PAVED OiG+E. WAdREr' - 71 .Li EXPiF1WCN J MTrTRP.I 45EP Ora PI}M MZ %ti r =TE 1 'alE+14TE 1 F-V,IO W N L2KIv sIalw ITM 1 +v� {S!FFEF:E caY3lkuy-t��uf -� + t ' SEE NOTE T { CEVENTrONCRETE a ell AIWITIM 115-E NOTE Y. T8' CCi111ULF�N MINN krrP.i f l SIM P1J5N 1G$t - PLAN VMW VARIER {EET=NOTE �I 1-JILMALAEE hOIEErl1fPF r len4 I . e 1+N VCE NT eor+crgTE �''' pT4+ 4 am IL 4�R - WUEWIILK \,y 3Ah9XpAN5"J13WTMP,I lIE 1101EI ecrnnu F f 5 0-i!E 9M PUN MZ r ArfYl,1 40FiAl9yh17111 r� s N CT#N47f LOMiRFri claw a 6uT1pl i3EE h61E 3{ res tee $10 PLAN Iim.2 Y SM. PLAN - 104.1 ~ PUBLIC WORKS CEMENT CONCRETE DRIVEWAY + . ►. + DEPARTMENT ENTANCIE - TYPE RI 4F'f' �"Ep �tf �+ i A Mf 4'.- -irZ'tijmm] LETTERING BOLTHOLES - 3 PLO$ EQUALLY SPACED 12D' APART dN 23 vi u' paamm] ➢rA B,,-r R.ENTON AHEAD OF THE CURVE DRAIN '5`11 (1} 1' [2Brllrni DIA PICKHOLE RNI it LETTERING PLAN VIEW 2E' DIA. [635mmT 1" r [2smml N4' }Ily [t91nm] Iz22rrlrr,j ��"'�+'1 rra COVER SECTION VIEW �6 IrZ DIA [sT3enml 25104" DIA WIMMI Ise (6wn[ CIA NEOPRENE GASKET f a' [ib2rnn] 578' 23 ."' DIA CL OPEN [18rnm1 �^ [59Amm] 27 5A6' DIA [BB4mm[ 3A UT DL4 [857mm1 FRAME SECTION VIUW MUM r V a 4 COVER BOTTOM VIEW F5)13LT SAG (ALLEN HEAD} i1••_„ V , c Cc EON BOLTING DETAIL A 1 VIT 127mrmj 118' 131I1r111 Nil" [R3-1 GASKET GROOVE DETAIL NOTES ALL COVERS SHALL BE LOCKING LID PER EAST,IORDAN IRON WORKS INC. Na 37t7C1 OR APPROVED ECXJAL _--- PUBLIC WORKS STORM ROUND FRAME AND COVER STD. PLAN - 544.50 * .2 ` DEPARTMENT MARCH 2008 UW MEDICINE -VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION SITE SPECIFIC DATA PROJECT NUMBER 4143 PROJECT NAME VALLEY MEDICAL CENTER PROJECT LOCATION RENTON, WA STRUCTURE ID TREATMENT REQUIRED VOLUME BASED (CF) 2-YEAR RELEASE RATE (CFS) 0.025 TREATMENT HGL AVAILABLE (FT) N/K PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE OFFLINE PIPE DATA I E. MATERIAL DIAMETER INLET PIPE 77.80 CPEP 12' OUTLET PIPE 7730 CPEP 12' PRETREATMENT B10FILTRATION DISCHARGE RIM ELEVA77ON 89.40 89.40 89.40 SURFACE LOAD H2O IN -DIRECT H2O IN -DIRECT H2O IN -DIRECT FRAME & COVER 030" 1 030" N/A WETLANDUED14 VOLUME (CY) 1.60 WETLANDUED14 DELIVERY METHOD PER CONTRACT ORIFICE SIZE (01A INCHES) 00.79" N07ESPRELIMINARY, NOT FOR CONSTRUCTION INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6' LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR 15 RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFIC4177ONS. J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR, ALL GAPS AROUND PIPES SHALL BE SEALED WATER 77GHT W17H A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNEC7ON STANDARDS 4. CON7RACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLA77ON OF ALL RISERS, MANHOLES, AND HATCHES CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. DRIP OR SPRAY IRRIG477ON REQUIRED ON ALL UNITS WITH VEGETA77ON. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2 ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFAC714RER. RECORD DRA WING O M/N 4S'IJC 4'-10' LEFT END VIEW 810FIL 7RAT70N SLOPED TO DMN AWAY MM 5TRUOTLiR% PAVEMENT OR 24m IMPER!lOUS SAIL- RETANED SOIL- TEMRY D(CAVAT SLOPE - 12m PAfN- COWER OF DRAINAGE WATERAL (gym MIN- ON SIDES 4P P;P E) PERIMETER C/L VOID AREA NDMEDIAr(A 'WW PIPE BED S££ N07ES PRE--ntTER CARTRIDGE VERAL UND£RORARAIN MANIFOLD v DlWN DOWN LINE INLET PIPE } S££ N07ES PLAN VIEW MOHOLf 1�7'-2'�I ELEVATION VIEW RPOR WALL C/A GRADE RINGS 88.7! T i TOP OF VA m 86.05 � � I I L„ N Tessa I I � I WENT HGL - - + - - FLOW CONTROL 79.68 _ RISER 77.80 T 11 u7 r IE OUI m 7730 f f RIGHT END VIEW PRETREATMENT/DISCHARGE War- DRAINAGE MA' EFi!i►t•L 2' MIN. - --'AMP PiR009N.0 LR SLAB 4- DIAMEWR PERFORATED DRJYM KPE VAPOR RETARDEf A INCHES i L ZAF!ILL RY RREAI A INALL NAGE MATERIAL- ShaA eorrs;st of vmahed gPayPel such as Sea -de Wineral; A male -1yll cr Crave: = _ k i for Drair's' per Vi S€ICT Slandard Spec&ca&xi ELM-72f4], surrounded m6th a r[xr;-. .. gA_xtMe siJch as Uir',ai _ _ , Per apprwwed equ [Ya[entp_ Alte mamiretyl' Seatil Mineral ^ ; gregate Type?0 may be;Lisea wk-bcxk a :geo1e rJ!:•= = r a bemwa_en vse dFainap Tnaier. ai and ra#aerte•= _ _ = _ . = r 3 mi nirnu m of 12 ihinhes of TVW -5 ar ':G[av6 Back Fdl for Omen, sa rmiff-ded wits, 3 geotwxld8 :Fabric shciii-c �sE-c around the [train pipe- B. R TAINIM SOU Should ovttsi!-. of str=urad f 4 der orFs�_- sail irr imparted The baddEi shxOd be corrwacted i n N3a!re Ills rKA Exoeeden g D bTiches.. II1'�a8 Lackfill sup arginig b Adin a Moor slabs sh ovGdoorrsist of reuxa*� sand and ,3 gfa ml: sucin as Ca�_ 1'Ai--s Ia1 Ap!g *�at-L!L Typk 17 o? WSGCFF Starmlard . peM9cm m 9{.F.} -- 14 in -at Jug15 percharl: ASTM € l "- Eadcrd I rtk suppoffpng b u&Mrpg ffoor s sidewal ks, Dr pavement she utd be oaf to DO to 92 pe l , of ttre - a • inum dry densizyr, per ASTM €}15 B aldrFili suppar ung sidewalks or pale -more a-sas:Ebca id be ceer;;p a--. _ = = aT =_ ==-z E-,,P percent in the upper two fe&L Only h xd-operated equipmerLt shou Id ae used Fw coumaacubn wither E = L - a 1rr3Fs and no heavy equ ip ment sho+l;>id be a la1mped within b feat Dif the wall. C_ CAPtLLARY &REAR ShDuId cr}nsis•t l3rF at kmtEt# kiil s of dean crushed gran O with a rr _' T = __ _f i l hes arnd rwgigLle sa1vGcr fuses, such as SEaif'e W5rm J AEWrega&e 7'ype 22 or VVSDQT Stan-- = _ _ _ - _ _- a❑=�� Secbm 9-D3.1(4). gran ng Na. 57. D. PERF ORA-j ED ERAIN aVIIF- Should car[rim �= � 4-in:4diarrseter perforated heavy-wal' a = _ _-{pie iSDR-35 PVC) or rigid cor+-t,ga p*etry'lerie pipe (ADS N-12'i L = _ _ ' ; =-!ent Olean pies 5hauld be pl.}o=ct w m -:.i oerGem midlilr rim slope's and dis=tr,aige%DThe smrm water coHecticir = r =_-_- 4 REWSED PER AS -BUILT COND/T/ONS 3 CP-03 2 CP-02 1 ADDENDUM #2 Rol REVISION SURVEYED: BCE SCALE: CK 0911JI17 AS DESIGNED: ZTW ZTW 02/24/17 AS ZTW 01/30/17 AS DRAW ONE INCH ZTW 11/04/16 AS CHECKED: AS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPRAAO��V..ED: /1.7 Z886-H D SPECIFICATION SHEET ZURN. 6-3/4 [171 ] WIDE REVEAL TRENCH DRAIN SYSTEM TAG WITH HEAVY-DUTY FRAME ASSEMBLY Dimermonal 081ta rinebes and I mm ]} are Subfa d io Manufacturing Tolerances and Cliange Without iNullm $• __ FT][.-:- . _ -•NfFr, 15 RESPQNSl.8LF_ FOR t "RE;_-,:_ASEMEW MID REINIFORCING l3A"=- IJfiC APPLIGATtr3Ai AND LgGAL CODES -1 61 [171] .. --_- MIN. -81a [2064] 8D [2032] MOTE: + A 140L Channel EenWh IS 81 1 T4 [20MI to allow tw overlap ENiGINEE RING SPECIFICATION- Zu m Z986-HQ Channels are 80 [2032] long, 6r314 (1711 wide reveal and have a 4 [1021 throat. Modolat &amel sections are made of 0% water absDrtent High Density Polyethylene {HDPEj. Channels have a positive mechanical connection between Channel SeMon5 that will not separate during the instaliaticm and m-echanocally lack Into the Wncreta surround every 10 [254]. Channels weigh less than 2,31 Ibs-[7.0$kg] per linear fool, have a smanth, 1-1I2 [38] radiused sett dearting bolAom with a Manning's ooeffdent of -009 and 75% or neuirail 0% built in slope. Channels have heber dips standard to secure trlench in its final location. Channels proOded with standard UGC: grates that lock down to tramm. Zuni 5.375 [11371 wide reveal Ducpie Iron Slotted Grate conforming to ASTM specAcation A153644. Grade 80-55436_ ductile 1rm grate is rued class C per the DIN EN1433 top load classifications. Supplied in 201508] nominal kngths with 112 [131 wide slots, and 314 [191 bearing depth- Grate has an open area of 28,1 sq. in per ft. [59.453 sq_ mm per meter}. The A05 [2.671 IhIck Heavy -Duty Carbon Steel Frarne Assembty confirms to ASTM spepfication A36 w1h 10 - 4 1102] long conctete am -hors per 80 (20321. Grate lockdarm bars are to be Integral to the frame- Frame rupplied with powder ocpated finish. All welds muss be perforrned by a ceffil%d welder per ASTM standard AWS D1-1- Frames produced in the U.S.A. { Z Sus•fax l 0arKh o Derv* Piny4 Arne "C FP ' St N RX (0Ie&jwBdy appra n&_-apE om) � Omed End _ 4F 2 111 No -Hub SidumCLMet _ 2 21511WHiblEnclOAle _ �A a PSI No4-C SwomOLOM £i 3 No HLb lid Qlllet 434 4 1 Na F# rb £ittom Ductal d 1 twlo E tub End Otd1e1 f � 6115Z No-HW Bottom OM 6 [ t No1 - ub End O AkA _ _(c Bad Acid RAesisW [ oaW Top Fr my -LG [iMt EA-t37 Gates an Heavy DLRy Frame 5]devs]I F�teTlsial-9[j229 {tea0 onsil-oac! 0assibatponsarey LAN ETV1-033j 5 ads Arid C aa@d Ductle GTata - Glass G 43M aadsAdd Regstwl F Caaleld Oucble Date -Class E kG GRE� n cite Iran Oar Grate - CIS G OLme Iron Cast Sw Cie - Claw C Zr_ DLKW lrlpn St t d Co%o - C -_ -DOC Ouctle Iran Sbiled Gae - Caiass C - -DM Ducft loam Slatted Orate - Cass E Trench No- `A' Shallow Inv. 'B` Deep inv Flow (cfs) (gpm) (lps) 7501 A. 1041 0-21 93 8ED2 4.1011N] 4.7011191 0.27 122 8 e6a3 4.7 1 5. [135 0.34 452 10 85m 5.30 1 5 - 590 [1501 0.41 183 12 650 [1551 0,48 214 13 MS-30 *57,1C [180] - - 7,7C [196] 0.62 1 276 17 8608 ae 13 $.30 ff11 $-9 [2C] 0.76 139 21 610 8.94 [2261 9.50 [2411 0.83 371 23 11 9 51012411 10.10 [2571 0.90 403 25 66 22 10.10 [2571 10.70 [2721 0.97 435 27 12iN 10.711) [272] 10.701272] - - 13 10.70 27 11.30[2871 1.04 467 8614 11.30[2371 11.90[3021 1-11 496 3t 861 11.9 02 1 [ 18 1.18 830 33 -HOC Calvortned l ie I ran Slatted Crate -Class C 43CE G&a-ized C jJffe Iron Slotted Gate- Class E - -31'F'D C,alva{Jd i ieei pfmf t7[]i7E �d12 - ClitSS $ fi$ B 4 _L0f1Zf�dF'It'�••r40hf04Xy71E�'dtC-�`ia5:, -HFt Pj!) t Prad t7Lc*icbk SlottSimed Grace • Glass I3 , SA DmWe I ran 51DA;ted Crate - Clams C e - -hFGC Red 1 Stonett Grave - l - -0C£AFS.� ache Imn Slatted {rate - Clams E - R fWFGC I�nforced $tiBlotled Stainless St eaG- Class C-GCGLGA Gatvwmad L to Sidled Grate- Class C - 4"13 Reinforced Pwfo d Stainless Steel Gate - la s C - ��415A G'atvarkw d Dictile Slotted Crate - Class E -RPGRReirfaroed F'erfurated G,aNar�aed FL- - Glass C - -G PC E-LISA Calvary W Hed-PrW tale G ate - CL-W E -RPSC R6i11forced Perf"aJ S eat G e-ulas5CC-Ct25&G { 1 Haef••F�aoFDLOPeS ized Cie •CtasS E Reinkro:d Pftfarated �-1111 5 Steel Coale W Pins C _ PlaSbi:Perforat$d Crate- Gass I3eirdor�d I�esforat�d sty i w�l c - Crass c - Mwellarea s> -4'P 1 l �tooF LJ Liv n - -08 BattxnDxne Strain _ Pr [iec4rafive Grate Cptlers c l old � are {'1H�lOIti EtV14433} -Sao StagYe iBar C •ClassE REV, p DATE: 01131I13 C.N. NO. 124330 *RE:G!'�r JWLYSNEDUNLESSOT13E M5E-SPEC IF EC PRODJaWG.NO. Z886-HD ZUFOY MIMTRIES, LLC • SPECIRCATtON DRAINAGE OPERATION a 1801 Pittsburgh Ave. * Erie, PA 16514 Phone- 814W 649;21 * PEIC 814W54-7929 0 4VorErf Wide WL'b= www_Zum-coon In Canada: ZURN INDUSTFUES LJWED * 3W Nashua Drive f Mississauga. Ontario L4V1L.2 * Phone: 905AO"272 Fax: 905AD5-1Z92 Trench Dmin 1. The channels will be manufactured of HDPE with a 0.75% built-in slope. ire channels shall be a minimum of 80 inches in length (in order to minimize the amount of joints) with mecti.a.aicslly interlocking ends. The channels will be manufactured with vertical ribs twenty inches an center. Steel frames will be attached to the channels prior to installation. Integral galvanized steel edge rails will not be allowed. 2. The channels will have integral tie-downllcveling devices at twenty inch intervals to assist in imstallation. The channels will have 0% water absorption. 3. The grates will be longitudinally slotted ductile iron, and comply with ADA requirements. The trench drain assembly wUl be rated for Load Class B. APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: �-� SADR �F W A Sy/ I yC_A 24661 STE��G\�� NA L 3/13/2019 N C� U z>> zof zW gN J x Zw g� 0 � C:)cV 00 a)�a00 Xz I I w LJ Q LO LO z 0 z I- �� LO LO w > Y U U) BY: DATE: o O i so BY: DATE: H W DATE: � VERTICAL: NAVD 83/1 ®• CITY OF CONSTRUCTION NOTES AND DETAILS i i o HORIZONTAL: NAD 1953/1991 03 13 2019 rn ' UW MEDICINE - VALLEY MEDICAL CENTER PAGE:BOOK RE N T O N NORTH GARAGE EXPANSION DRAWING NO: z DATU M m Planning/Building/Public Works Dept. 400 SOUTH 43rd STREET RENTON, WASHINGTON 98055 SHEETC6 L 24 in R- 393712 1J7 0 I H cr W N 0 0 Z m O 7 Ld U ed I I N 0 0 (n a- 1_0 IY7 O N 0) E Q) 0) 0 0 i N Cr) (D 00 i 0 N C) O Do U) 0 0 0 00 L1J ! Q O_ w 17 24" „ BOLT -DOWN SU DETAIL AND NO" A B IMP 314-DIM A.HOLE 1 VIP 112' 61AM. HANDLE ISOMETRIC BOLT DOWN SLOT DETAIL SEE NOTF t CONSTRUCTION NOTES AND DETAILS FOR UW MEDICINE - VALLEY MEDICAL CENTER NORTH GARAGE EXPANSION SECTMN NOTES 1• Provide two slots In the cover that are vertically aligned with the holes In the frame.Lccatlon of boll -dawn slots varies among different tranufacturlers. 2. AJternabve reinforcing designs are acceptable In lieu of the rlb design. s. Refer to Standard Spectifcatlon 9.05.15(2) for addition, -II requlrernents 4. For Frame details, see city of Renton Standard Plan 204.00. PUBLIC WORDS RECTANGULAR SOLID STA. FLAN - 204.10 '1* DEPARTMENT METAL COVER MARC'fl 2008 NOTES CURB RAMP WIDTH 4' - D" MIN LANDING TO MATCH A CURB RAMP WIDTH - SEE CONTRACT PLANS CURB RAMP WIDTH 4'- 0" MIN. 1. At marked crosswalks, the connection between the curb ramp and the road - I LANDING I LANDING TOE MATCH CURB RAMP WIDTH -SEE CONTRACT PLANS way must be contained within the width of the crosswalk markings. Y I GRADE BREAK I 2. Where "GRADE BREAK" is called out, the entire length of the grade break LANDING CURB RAMP GRADE BREAK between the two adjacent surface planes shall be flush. GRADE BREAK SEE CONTRACT PLANS - CEMENT CONCRETE SEE CONTRACT PLANS - 4' -0" MIN. SIDEWALK - SEE NOTE 5 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- 4'- 0" MIN any part of the Curb Ramp or Landing, or in front of the Curb ancesRamp PROVIDE SMOOTH TRANSITION w Ramp where it connects to the roadway. CEMENT CONCRETE TO SIDEWALK WIDTH 2 • 0" SIDEWALK - SEE NOTE 5 (TYR) SEE CONTRACT PLANS - MIN. SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan * 4'-0"MIN. * PLANS.-4'-o"MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and FLARE (TYR) 318" EXPANSION - BUFFER WIDTH - MATCH Pedestrian Curb details. JOINT (TYP.) - SEE CURB RAMP STANDARD PLAN F•30.10 r I m TO CURB RAMP DEPTH (TYP.) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See 3!8" EXPANSION JOINT (TYP.) - SEE I I -' °� i �, Contract Plans for width and placement of sidewalk. STANDARD PLAN F-30.10 GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF ,� . 6. The Bid Item "Cement Concrete Curb Ram Type does not include the p yp GRADE BREAK PRESENT. OR TO BACK OF CURB (TYP.) - "' '. adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian -- ><• ......... ffiiEiEiii. * _ - SEE CONTRACT PLANS ,v - :. ••:::.... ••:::: yr. .v Curb, Or Sidewalks. The Curb Ramp length is not required to exceed 15 feet (unless shown CURB, OR CURB - - CURB, OR CURB CEMENT CONCRETE otherwise in the Contract Plans). When applying the 1 afoot max. length, AND GUTTER - SEE NOTE 4 AND GUTTER - PEDESTRIAN CURB - SEE NOTE 4 /o the running slope of the Curb Ramp is allowed to exceed 8.3 . Use a I DETECTABLE WARNING SURFACE - SEE NOTE 4 B I single constant slope from bottom of ramp to top of ramp to match into FACE OF CURB; SEE STANDARD PLAN F45.10 DETECTABLE WARNING SURFACE - the landing Over a horizontal distance Of 15 feet. DO not Include the FACE OF CURB SEE STANDARD PLAN F45.10 abutting landing in the 15-foot max. measurement. MEASURED PARALLEL DEPRESSED CURB AND GUTTER - ft DEPRESSED CURB AND GUTTER 8, Curb Ramps and Landings shall receive a broom finish, See Standard TO CURB (TYP.) CROSSWALK SEE NOTE 4 CROSSWALK Specifications 8-14. LL 9. Pedestrian Curb may be omitted if the ground surface at the back of the o I Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will not be material to retain. 3 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 z FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE w PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN OC. PLAN VIEW Y TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND m DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F45.10 - SLOPE IN EITHER DIRECTION ¢ ❑ 4' - 0" MIN 15' - 0" MAX. (TYP.) GRADE BREAK 1.5 OR FLATTER RECOMMENDED FOR * DESIGN/FORMWORK (2 % MAX.) SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE - 7 OM 7 5%R FLATTER RECOMMENDED FOR * * OC SEE STANDARD PLAN F-30.10 * GRADE BREAK 5.0% MAX. /FORMWORK MAX.) -=_ TOP OF ROADWAY * * * 9.5% OR FLATTER RECOMMENDED FOR DESIGNIFORMWORK (10% MAX.) _ _,,fir• ,n �� _ CEMEN�CONCRETE SECTION OA CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "A" PAY LIMIT - SEE DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F45.10 DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL O DEPRESSED CURB AND GUTTER - SEE STANDARD PLAN F-10.12 CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "B" PAY LIMIT ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT 0 � 9�A Aepr 9TB4�O ` to AL % PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION STATE 0E.-NU. Woshinglen SbN D.porlm.nl of Transponv:ian VAP o-i RECORD DRAWING FF - _T - IT. 4L a 4 pUrrALL TD STREA DllFP ND POLLUTANT TOP 24" 7 OR R EQUAL sFAcEs -DIRECTION OF FLOW SECTION ISOMETRIC PUBLIC WORDS �# =+� ` DEPARTMENT 4 REVISED PER AS -BUILT CONDITIONS 3 CP-03 CP-02 ADDENDUM #2 NO. REVISION BLOT- SEE DETAIL AND NOTE I 1 f" ,- 3F4' 1 1W" BOLT -DOWN SLOT DETAIL SEE NDTIF 1 NOTES 1• Provide two slats In the grate that are verticaly aligned with the hales In the frame. Location of bolt --down slats varies among different manufacturers. 2. Refer to 5tan6ard Specification 9-05.151; 2j for additional requirements. 3• Unless otherwise specified, vaned grates shall be used with standard frame In the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. RECTANGULAR STD. PLAN- 204.0 VANED GRATE MARCE 2008 n ALL TD ST o c� TOP LUTANT NOTES ,. Provide M to slots in the grate that are vergcally aligned with the holes in the frame. Location of bolt -dawn slots varies among different manufacturers. z. Refer to Standard 5pedtication 9-05.15(2) for additional requirements. 3- The thickness of the grate shall not exceed 1 WE'. 4. Unless otherwise specified, vaned grates shal be used Mth standard frame In the travel way, gutter or shoulder. vaned grates shall not be located within Crossroads. Use vaned grates along rolled curbs. ISOMETRIC SLOT - SEE DETAIL ANP NCTE 1 3fS" (9mm) RECESSED LETTEPoNG iff Q, 1 174` BOLT-DO11 4 SLOT DETAIL SEE NOTE t STD. PLAN - 204.40 PUBLIC WORKS RECTANGULAR * + DEPARTMENT HERRINGBONE GRATE MARCH 2008 SA �F W A Sy1 A� 1 9c Q _A (/7 Z t 24661 NA L 3/13/2019 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS N w C� U z j Z Z w n J x in zw g:M U � O N 00 I I wLd w Q Lo ur Z U Z LO �. LO w LIJ > Y U (0 BY: DATE: BY: DATE: BY: DATE: 0 0 I <O BY: DATE: H SURVEYED: BCE SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF CONSTRUCTION NOTES AND DETAILS UW MEDICINE - VALLEY MEDICAL CENTER DATE: 03 13 2019 i i fL N O) 0 0 02 13 17 AS DESIGNED: z>: 02/24/17 FIELDBOOK: ZTW T AS RENTON NORTH GARAGE EXPANSION PAGE: Z ZTW 01/30/17 AS DRAWZTW DRAWING NO: ONE INCH DATU MIM Planning/Building/Public Works Dept. 400 SOUTH 43rd STREET RENTON, WASHINGTON 98055 W ZTW 11/04/16 AS CHECKED: AS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: SHEET' F: 24 C6.d m R- 393713