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Home My WebLink AboutzR-3964Set29TH ST U U) m 0 N 0 N \ 00 N 0 E \ a 0 3 0 E i 0 1 N 0 00 i m 0 X W m 0 a N O 00 i 0 0 0 00 Gj Z L r, (7 C1 OF 28 COVER SHEET C1.1 OF 28 LAND USE CONDITIONS C2 OF 28 DEMOLITION PLAN C3 OF 28 T.E.S.C. PLAN C4 OF 28 T.E.S.C. NOTES AND DETAILS C5 OF 28 EXCAVATION PLAN C6 OF 28 EXCAVATION PLAN SECTIONS C7 OF 28 EXCAVATION PLAN SECTIONS C8 OF 28 GRADING PLAN C8.1 OF 28 NORTHWEST SIDEWALK GRADING PLAN C9 OF 28 STORM DRAINAGE PLAN C10 OF 28 WATER AND SANITARY SEWER PLAN C11 OF 28 SANITARY SEWER PLAN AND PROFILE C12 OF 28 STORM DRAINAGE PLAN AND PROFILE C13 OF 28 STORM DRAINAGE PLAN AND PROFILE C14 OF 28 STORM DRAINAGE PLAN AND PROFILE C15 OF 28 STORM DRAINAGE PLAN AND PROFILE C16 OF 28 TUNNEL PLAN C17 OF 28 TUNNEL CROSS SECTIONS C18 OF 28 CONSTRUCTION NOTES AND DETAILS C19 OF 28 CONSTRUCTION NOTES AND DETAILS C20 OF 28 CONSTRUCTION NOTES AND DETAILS C21 OF 28 CONSTRUCTION NOTES AND DETAILS C22 OF 28 CONSTRUCTION NOTES AND DETAILS C23 OF 28 CONSTRUCTION NOTES AND DETAILS C24 OF 28 ROOF DETENTION VAULT A SECTIONS C25 OF 28 SITE DETENTION VAULT B SECTIONS C26 OF 28 NORTH ROAD VAULT C SECTIONS TR-1 OF 2 TREE RETENTION PLAN TR-2 OF 2 TREE RETENTION PLAN L1 OF 6 LANDSCAPE AND IRRIGATION PLAN L2 OF 6 LANDSCAPE PLAN AND PLANT SCHEDULE L3 OF 6 LANDSCAPE PLAN NOTES AND DETAILS L4 OF 6 IRRIGATION PLAN L5 OF 6 IRRIGATION PLAN - IRRIGATION SCHEDULE L6 OF 6 IRRIGATION PLAN NOTES AND DETAILS CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION 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 RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND 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. UTILITY CONFLICT NOTE: COVER SHEET FOR UW MEDICINE -VALLEY MEDICAL CENTER CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORDING DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. HORIZONTAL CONTROL NOTE: CONTRACTOR SHALL HAVE ALL PROPERTY LINES, CURB, SIDEWALK, STRUCTURES, CONCRETE PADS AND ANY OTHER ABOVE GROUND PERMANENT STRUCTURE DEPICTED ON THESE PLANS STAKED FOR CONSTRUCTION BY A LICENSED SURVEYOR. LICENSED SURVEYOR SHALL STAKE ALL ITEMS USING COORDINATE GEOMETRY (RECTIFIED TO SITE CONTROL) CONTAINED IN CAD DRAWING FILES PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RETRIEVE LATEST CAD FILES FROM BARGHAUSEN CONSULTING ENGINEERS INC., REFLECTING ANY ISSUED PLAN REVISIONS. BARGHAUSEN CONSULTING ENGINEERS SHALL IMMEDIATELY BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. MONUMENT DEMOLITION NOTE: CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM ANY JURISDICTIONS HAVING AUTHORITY FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY. UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND 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. �G,HA�S 17 O O n U Z. C, <T�HG ENG\N�� 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 —6222 (425)251 8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES �\ SAD �F W A Sy/ ,P � O �, z o�FS�1; S�A 10/28/20 Know what's b@IOW. Call before you dig. MEDICAL OFFICE BUILDING EXPANSION 2 REVISED PER AS —BUILT CONDITIONS ZTW 0/28/2 ZTW CP-03 I ZTW 4/2/18 ZTW DRAWN: ZTW AS CHECKED: APPROVED: AS FOUND MONUMENT IN CASE COORDINATE SYSTEM NORTHING: 164,295.26 EASTING: 1,299,157.79 CITY OF RENTON COORDINATE SYSTEM NORTHING: 164,147.41 EASTING: 1, 299, 099.50 FOUND BRASS ROD IN CASE CITY OF RENTON CONTROL POINT NO. 1229 NORTHING: 163,956.15 EASTING: 1, 299, 050.25 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 I co 0 SW 41ST ST 1=100' oo��..�\0000000 POI SW 34TH ST 3ani ST VICINITY VALLEY MEDICAL DEN1 11% * NO SCALE SEPA MrnGA'nON 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. 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 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 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 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. HORIZONTAL DATUM: NAD 1983/91 — AS PROVIDED BY CITY OF RENTON SURVEY CONTROL NETWORK. REFERENCE VALUES WERE ACQUIRED AND MONUMENTS WERE VISITED IN AUGUST, 2003. REFERENCE CONTROL POINTS ARE AS FOLLOWS: 1227 LOCATION: FOUND A 3/8" BRASS PLUG IN 10" MONUMENT CASE AT A PC ON TALBOT ROAD SOUTH IN THE INTERSECTION OF TALBOT ROAD SOUTH AND SOUTH 45TH PLACE. THERE IS A SIMILAR MONUMENT SOUTH 24° EAST 11.4 FEET. MONUMENT: 3/8 IN BRASS PLUG IN MONUMENT CASE NORTHING: 163,155.0641 EASTING: 1,298,978.216 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 NORTHING: 163,956.1484 EASTING: 1,299,050.266 VERTICAL DATUM: NAVD 1988 — AS PROVIDED BY CITY OF RENTON SURVEY CONTROL NETWORK. REFERENCE VALUES WERE ACQUIRED AND MONUMENTS WERE VISITED IN AUGUST, 2003. REFERENCE CONTROL POINT USED: 1892 LOCATION: DOT BRASS DISK SURVEY MARK SET IN A 10" DIAMETER CONCRETE MONUMENT LOCATED AT THE ORILLIA INTERCHANGE EAST OF THE SOUTHWEST 43RD STREET SR 167 UNDERCROSSING, ABOUT HALFWAY TO THE INTERSECTION WITH A TRAFFIC LIGHT CONTROLLING FREEWAY OFF AND ON RAMP TRAFFIC. 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). ENGINEER GEOTECHNICAL BARGHAUSEN CONSULTING ENGINEERS ENGINEER DAN BALMELLI. PE, PRINCIPAL GEOENGINEERS 18215 72ND AVE SOUTH 8410 154TH AVE NE KENT, WA 98032 REDMOND, WA 98052 (425) 251-6222 425-861-6000 LML" PROVIDERS SANITARY SEWERS, STORM DRAINAGE, WATER CITY OF RENTON LANDSCAPE ARCHITECT ARCHITECT BARGHAUSEN CONSULTING ENGINEERS NBBJ 18215 76TH AVENUE S. 223 YALE AVENUE NORTH KENT, WA 98032 SEATTLE, WA 98109 JEFF VARLEY (206) 621-2314 (425) 251-6222 DEVELOPMENT SERVICES DESCRIPTION: 1055 SOUTH GRADY WAY RENTON, WA 98055 LOTS 1 THROUGH 10 OF VALLEY MEDICAL (425) 430-7200 CENTER NORTH CAMPUS BINDING SITE PLAN, RECORDED IN VOLUME 166 AT PAGES 89 THROUGH 93, POWER AND NATURAL GAS INCLUSIVE, IN KING COUNTY, WASHINGTON. PUGET SOUND ENERGY 411 AVENUE NE R-396401 PO BOXOX 97034 BELLEVUE, WA 98009 (425) 454-6363 IN COMPLIANCE WITH CITY OF RENTON STANDARDS FAX: (425) 462-3300 TELEPHONE QWEST LDA GROUP PO BOX 625001 LITTLETON, CO 80162 (800) 526-3557 CITY OF RENTON Planning/Building/Public Works Dept. DATE: COVER SHEET 12/2s/2o 17 U W MEDICINE - VALLEY MEDICAL CENTER FlELDBOOK: PAGE MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: 400 SOUTH 43RD STREET RENTON, WASHINGTON 98055 SHE: C1 °F 28 N O O S C.0 04 w J w z 0 m U U) 75 m 0 N 0 N \ 00 N 0 E \ 0 3 0 E 0 N 0 00 i m 0 / X W m 0 a / N 0 00 i 0 0 O 00 L� Q0 C) I Q w THE BINDING SITE PLAN AMENDMENT, SITE PLAN, AND A STREET MODIFICATION ARE APPROVED SUBJECT TO THE FOLLOWING CONDITIONS. 1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON —SIGNIFICANCE — MITIGATED, DATED FEBRUARY 3, 2017. 2. THE APPLICANT SHALL SUBMIT A FINAL DETAILED LANDSCAPE PLAN TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. LAND USE CONDITIONS FOR UW MEDICINE -VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION 6. THE APPLICANT SHALL SUBMIT A FINAL MITIGATION PLAN FOR ALL CONSTRUCTION IMPACTS TO THE CRITICAL AREAS AND THEIR BUFFERS. THE FINAL MITIGATION PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO THE NORTH PARKING GARAGE EXPANSION BUILDING PERMIT APPROVAL. 7. THE APPLICANT SHALL COMPLY WITH THE REQUIRED ACCESS ROADWAYS WITHIN 150 FEET OF ALL POINTS ON THE BUILDINGS OR OBTAIN AN ACCESS VARIANCE FROM THE RENTON FIRE AUTHORITY PRIOR TO BUILDING PERMIT ISSUANCE. 8. THE APPLICANT SHALL COMPLY WITH THE FOLLOWING INTERSECTION IMPROVEMENTS AT TALBOT RD 3. THE APPLICANT SHALL PROVIDE A REVISED REFUSE AND RECYCLING ENCLOSURE PLAN THAT PROVIDES S/VMC NORTH ACCESS RD—S 177TH ST INTERSECTION PRIOR TO CERTIFICATE OF OCCUPANCY OF THE A DETAIL CUT —SHEET OF THE SELF —CLOSING DOOR MECHANISM AND INCLUDES A ROOF OVER THE PROPOSED NEW MEDICAL OFFICE BUILDING (MOB): STORAGE AREA (OR ANY FUTURE PROPOSED REFUSE AND RECYCLING STORAGE AREAS ONSITE). THE PLAN a. RELOCATE THE VMC NORTH DRIVEWAY TO ALIGN WITH S 177TH ST; SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO b. INSTALL A SIGNAL WITH PERMISSIVE PHASING; BUILDING PERMIT APPROVAL. C. ADD TWO (2) 100—FOOT LONG EASTBOUND LANES FROM THE VMC SITE TO TALBOT RD S, ONE OF THE LANES WOULD BE THROUGH LEFT AND THE OTHER WOULD BE RIGHT ONLY; 4. THE APPLICANT SHALL SUBMIT A PLAN THAT INCLUDES 21 ACCESSIBLE STALLS, AS STIPULATED IN THE d. ADD A DROP RIGHT TURN LANE FROM THE SOUTHBOUND APPROACH FROM TALBOT RD S TO THE AMERICANS WITH DISABILITIES ACT (ADA), BETWEEN THE SURFACE PARKING STALLS LOCATED ON THE VMC SITE; MEDICAL OFFICE BUILDING (MOB) LOT (PROPOSED LOT 4) AND THE NORTH PARKING GARAGE e. PROVIDE A WIDER THROAT FOR THE VMC NORTH DRIVEWAY INBOUND LANE FROM TALBOT RD EXPANSION LOT (PROPOSED LOT 8). 5. UNDER THE REQUESTED STREET MODIFICATION, THE APPLICANT SHALL COMPLY WITH THE FOLLOWING STREET IMPROVEMENTS: a. A 10—FOOT RIGHT—OF—WAY DEDICATION SHALL BE MADE ALONG TALBOT ROAD S. ON PARCELS 8857670100, 8857670110, 31223059085, AND 3123059065. b. THE 0.5' CURB AND 6' SIDEWALK SHALL REMAIN IN PLACE ALONG THE ENTIRETY OF THE TALBOT RD S FRONTAGE. C. A 12—FOOT RIGHT—OF—WAY DEDICATION SHALL BE MADE ALONG S 43RD ST ON PARCEL 8857670100 AND RIGHT—OF—WAY DEDICATION RESULTING IN A 35—FOOT RADIUS AT THE NORTHWEST CORNER OF S 43RD ST AND TALBOT RD S. d. ALL EXISTING DRIVEWAYS AND RAMPS (INCLUDING COMPANION RAMPS) ALONG THE TALBOT RD S AND S 43RD ST SHALL BE BROUGHT UP TO CURRENT ADA STANDARDS. PIGMENT SHALL BE ADDED TO THE REPLACED CONCRETE IN ORDER TO MATCH THE EXISTING SIDEWALK AND CONCRETE curbs. e. ALL UTILITIES AND OVERHEAD POWER LINES MUST BE UNDERGROUNDED WITHIN THE PROPOSED INTERSECTION IMPROVEMENTS AT TALBOT RD S/VMC NORTH ACCESS RD—S 177TH ST. f. ALL REQUIRED STREET LIGHTING AT THE PROPOSED INTERSECTION IMPROVEMENTS AT TALBOT RD S/VMC NORTH ACCESS RD—S 177TH ST SHALL BE IN ACCORDANCE WITH CITY STANDARDS. UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. HORIZONTAL CONTROL NOTE: CONTRACTOR SHALL HAVE ALL PROPERTY LINES, CURB, SIDEWALK, STRUCTURES, CONCRETE PADS AND ANY OTHER ABOVE GROUND PERMANENT STRUCTURE DEPICTED ON THESE PLANS STAKED FOR CONSTRUCTION BY A LICENSED SURVEYOR. LICENSED SURVEYOR SHALL STAKE ALL ITEMS USING COORDINATE GEOMETRY (RECTIFIED TO SITE CONTROL) CONTAINED IN CAD DRAWING FILES PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RETRIEVE LATEST CAD FILES FROM BARGHAUSEN CONSULTING ENGINEERS INC., REFLECTING ANY ISSUED PLAN REVISIONS. BARGHAUSEN CONSULTING ENGINEERS SHALL IMMEDIATELY BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. MONUMENT DEMOLITION NOTE: CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM ANY JURISDICTIONS HAVING AUTHORITY FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY. UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND 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. V0 ASS 42 n U 2 2s� CO <T"HG ENGIN�� S; f. INSTALL ALL CURB RETURNS TO CITY STANDARDS; g. INSTALL ALL CURB RAMPS AND CROSSWALKS TO CITY AND ADA STANDARDS; AND h. INSTALL ACCESSIBLE PEDESTRIAN SIGNALS (APS). 9. THE APPLICANT SHALL REPLACE THE CENTRAL DRIVEWAY BEACON WITH A RECTANGULAR RAPID FLASHING BEACON (RRFB) TO INCREASE PEDESTRIAN SAFETY. THE PEDESTRIAN SIGNAL PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CITY OF RENTON PLAN REVIEW PROJECT MANAGER AND THE CITY OF RENTON PUBLIC WORKS TRANSPORTATION DIVISION PRIOR TO BUILDING PERMIT APPROVAL. 10. THE APPLICANT SHALL SUBMIT A CHANNELIZATION PLAN FOR REVIEW AND APPROVAL BY THE CITY OF RENTON PLAN REVIEW PROJECT MANAGER AND THE CITY OF RENTON PUBLIC WORKS TRANSPORTATION DIVISION PRIOR TO BUILDING PERMIT APPROVAL. 11. THE APPLICANT SHALL MAKE BUS SHELTER IMPROVEMENTS TO THE TWO (2) EXISTING BUS STOPS CONSISTING OF ACCESSIBLE BOARDING AREAS, SHELTER FOOTINGS, AND QUEUEING AND WAITING AREAS FOR TRANSIT USERS AT THE INTERSECTION OF TALBOT RD S AND S 177TH ST INTERSECTION. CIVIL CONSTRUCTION PLANS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CITY OF RENTON PLAN REVIEW PROJECT MANAGER PRIOR TO ISSUANCE OF THE RIGHT—OF—WAY CONSTRUCTION PERMIT FOR THE SIGNALIZED INTERSECTION. ALL REQUIRED BUS SHELTER IMPROVEMENTS SHALL BE COMPLETED PRIOR TO CERTIFICATE OF OCCUPANCY OF THE NEW MEDICAL OFFICE BUILDING (MOB). 12. THE APPLICANT SHALL SUBMIT A LIGHTING PLAN THAT ADEQUATELY PROVIDES FOR PUBLIC SAFETY WITHOUT CASTING EXCESSIVE GLARE ON ADJACENT PROPERTIES; PROVIDES ORNAMENTAL LIGHTING FIXTURES; AND OTHERWISE COMPLIES WITH EXTERIOR LIGHTING REQUIREMENTS OF RMC 4-4-075. THE FINAL LIGHTING PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 13. THE APPLICANT SHALL SUBMIT A DETAILED SEQUENCING PLAN WITH DEVELOPMENT PHASES AND ESTIMATED TIME FRAMES. 14. THE APPLICANT SHALL PROVIDE A PROVISION ON THE FACE OF THE BINDING SITE PLAT REQUIRING ANY SUBSEQUENT DEVELOPMENT OF THE SITE TO BE IN CONFORMANCE WITH THE APPROVED AND RECORDED BINDING SITE PLAN. 15. THE APPLICANT SHALL PROVIDE A DEDICATION STATEMENT AND ACKNOWLEDGEMENT ON THE FACE OF THE BINDING SITE PLAN FOR ALL REQUIRED DEDICATIONS DESCRIBED IN THE ABOVE CONDITIONS OF APPROVAL. 18215 72ND AVENUE SOUTH SAQ_R �F W A Sy/ KENT, WA 98032 (425)251 6222 (425)251 8782 FAX F pF�/ S6 E `% 2 REVISED PER AS —BUILT CONDITIONS CIVIL ENGINEERING, LAND PLANNING, l 0L ECG\ Di CP-03 SURVEYING, ENVIRONMENTAL SERVICES 10/28/20 NO. REVISION ZTW 0/28/2q ZTW ZTW 4/2/18 1 ZTW iFly—Mm - i a SURVEYED: DESIGNED: ZTW DRAWN: CHECKED: APPROVED: AS SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM CITY OF R E N T 0 N Planning/Building/Public Works Dept. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORDING DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. R-396402 IN COMPLIANCE WITH CITY OF RENTON STANDARDS LAND USE CONDITIONS UW MEDICINE - VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION 400 SOUTH 43RD STREET RENTON, WASHINGTON 98055 DATE: 12/29/2017 FIELDBOOK: PAGE C1.1 28 00 N S U N LO 0 FD I C.� i i i w X _J Ld Z 0 12 U m co 0 N O N 00 N 0 E 0 U E i z i N O 00 i m 0 X w m 0 i co a N 0 00 0 0 0 Ib W m za_ B izz i.7 Q0 C) I 1w=30' 0 15 30 60 Q EX. CB#530 ll \ EX. SSMH#106 G 0 EX. CB#564 EX. CB#569 EX. CB TO BE RETAINED SD TO BE RETAINED EX. CB#570 EX. CB TO BE RETAINED 4 EX. SDMH#582 \ \ HA(42 n U 2s� CO Q` <T�HG ENG\N�� ILEX. CB#5830 \ \ \ 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES �-� SAS �F W A Sy/ O 24661 S��1STE��`� AAL 10/28/2020 N 0. LITION PLAN FOR TE - VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION EXISTING � \ter• `�' \ � I URIO ) ( FIBER AND 'A LINE 15 w \ \\, \ \ 2 2 3 \N.I \\ 0 \ \ o \ \ \ CB`53� EX. C13#554\ \ L`XSS11 # 130 / \ �----JTRVNC�RAIN \ \ EX/ SDMH#589 \ \ REVISED PER AS -BUILT CONDITIONS CP-03 F.ITIRM Me, \ EX. C13#559 \ \ \ \ EXISTING UTILITY TABLE EX. CB #523 RIM=66.55' EX. CB #565 12" CMP (NE) RIM 83.23 IE 79.83 (12"CMP E) EX. SDMH(R) #551 IE=62.45' IE 79.83 (12"CMP W) COULD NOT FIND STRUCT.=61.30' BOT 78.43 EX. SDMH #556 EX. CB #531 RIM=66.37' EX. CB #566 RIM 94.76 IE 89.4 (30"C NW) IE 63.02 (12" CMP W) RIM 88.11' (ABANDONED) IE 63.57 (4"P S) IE=81.66'(R) IE 84.9 (12"C NE) 62.37 BOT IE 89.5 (30"C SE) EX. SDMH #562 EX. CB #537 EX. CB #567 RIM 88.20 RIM 82.79' 12" CMP (N) IE=73.69' RIM 87.29 IE 86.3 (6"C E) 36" CMP (W) IE=73.49' (CAR PARKED OVER) IE 85.9 (12"CMP S) 12" CMP RISER (TOP) IE=79.59' 8" PE (NE) IE=77.59' BTM. STRUCT.=69.59' EX. SDMH #550 RIM 82.83 EX. CB #568 IE 69.5 27"C W(30"R)(CMP R) RIM 95.20 EX. SDMH(R) #582 IE 71.5 12"CMP W IE 93.3 (8"C SW) STRUCTURE IE 69.8 27"C SE NOT FOUND (24",30"R)(CMP R) EX. CB #569 EX. CB #552 RIM 80.43 IE 77.0 (12"CMP N) EX. SDMH #585 RIM 94. (N IE 93.0 (N) IE 76.8 (6"P E) RIM 86.02 IE 74.8 IE 77.2 (12"CMP E) (12"C NW & SE) IE 77.1 (12"CMP S) EX. CB #570 EX. CB #553 RIM 97.45 RIM 80.60 IE 79.8 (4"P W) EX. SDMH(R) #589 IE 95.8 (8"C N) IE 76.6 (12"CMP N) COULD NOT FIND EX. CB #555 EX. CB #571 EX. SSMH #106 RIM 98.33 RIM 85.03 RIM=59.82' IE 95.3 (6"C SW) IE=78.98'(R) 8" PVC (NE,SE,S,NW) C.O.C.=47.57' EX. CB #554 EX. CB #572 EX. SSMH #107 RIM 100.9 RIM 89.54 RIM 53.67 IE 99.0 (8"C NW) IE 83.5 (12"C W) IE 48.4 (8"P N) IE 48.4 (6"P E) EX. CB #583 EX. CB #557 RIM 80.40 IE 76.4 (6"ADS E) EX. SSMH #108 RIM 97.56 IE 95.2 (6"C W) IE 74.4 (6"C E) RIM=73.50' g" PVC (NE,NW)(SE(R)) IE 74.2 (6"C W) C.O.C.=61.50' IE 78.4 (4"P W) EX. CB #558 EX. CB #584 EX. SSMH #125 RIM 80.08 RIM 93.88 IE 89.5 (24"C N) RIM 80.91 IE 78.5 (6"C W) IE 73.7 (8"IP NE) IE 89.6 (18"C S) IE 73.4 (8"P W) IE 73.6 (6"P SW) IE 73.6 (8"P S)(2 PIPES) EX. CB #559 RIM 100.95 EX. CB #586 RIM 79.74 EX. SSMH #126 IE (CAR PARKED OVER) IE 77.7 (4"P W, 6"ADS E) RIM 80.63 IE 73.9 (6"P N,SW & S) EX. CB #561 EX. CB #588 RIM 79.91 EX. SSMH #128 RIM 82.20' IE 78.1 (6"P E) RIM 80.92 IE=78.8'(12" CMP SW) IE 73.9 (8"C W-N) EX. CB #563 RIM 79.64 EX. CB #590 EX. SSMH #129 IE 76.0 12"CMP N RIM 80.36 RIM 81.49 IE 70.3 36"CMP W IE 79.5 (4"P W) IE 74.0 (8"C SW-E) IE 73.7 (36"CMP S & E) EX. CB #564 EX. SDMH #522 RIM 80.48 IE 76.7 (6"P E) RIM=66.05' 12" CMP (NE) IE=61.05' EX. SSMH #130 IE 76.7 (12"CMP E) 30" CMP (SE) IE=59.55' ' RIM 87.74 SW,NW) 8"IP IE 74.2 (36"CMP N) 12" 6205 DI (SW) IE=. 30" CMP (NW) IE=59.25' C.O.C.74.64 IE 76.9 (12"CMP S) BTM. STRUCT.=57.55' SURVEYED: DESIGNED: zTW ZTW 0 28 20 DRAWN: ZTW zTW ZTW 4 2 18 ZTW CHECKED: AS BY DATE APPR APPROVED: AS SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM ® AREA DRAIN ABAN/RET ABANDONED/RETIRED - ASPHALT (ASPH) BLRD BOLLARD BRICK SURFACE BUILDING LINE BC BUILDING CORNER BR BIKE RACK CANOPY LJ CATCH BASIN (EX. CB) CONCRETE SURFACE CW/BW CONCRETE/BRICK WALK CRW/WRW CONCRETE/WOOD RETAINING WALL CC/XC CONCRETE/EXTRUDED CURB CP/IP CONCRETE/IRON PIPE )( CHAIN LINK FENCE (CLF) CTV CABLE TV COL COLUMN �-/Y- CENTERLINE/MONUMENT LINE CO CLEANOUT CS/WS CONCRETE/WOOD STAIRS & H/C PARKING SPACE CON CONIFEROUS TREE DEC DECIDUOUS TREE CMP CORRUGATED METAL PIPE DWY DRIVEWAY ECD ELECTRICAL CONDUIT ED ELECTRICAL DUCT HH/EJB ELECTRICAL / HANDHOLE / JUNCTION BOX EMH ELECTRICAL MANHOLE EM ELECTRICAL METER EV/ET ELECTRICAL VAULT/TRANSFORMER ►�4 FOUND SURVEY MONUMENT (AS NOTED) C£ FIRE HYDRANT FIRE DEPT. CONNECTION (FDC) FO FIBER OPTICS FOMH FIBER OPTIC MANHOLE FFE FINISH FLOOR ELEVATION G GAS MAIN GM GAS METER m GAS VALVE GV GAS VAULT GUY ANCHOR O GP GUY POLE A SP STRAIN POLE * IEX. CB IRRIGATION CONTROL BOX * IV IRRIGATION VALVE IRON FENCE (WIF) IE INVERT ELEVATION CF--o LIGHT POLE (METAL) 0---o LIGHT POLE (WOOD) <---o STRAIN POLE W/ LIGHT DEMOLITION SCHEDULE C LIGHT POLE (DECORATIVE) LSCAPE/PA LAN DSCAPE/PLANTER(PL) ( O") (OJ MANHOLE ® - MAILBOX (FEDERAL/PRIVATE) p MW MONITOR WELL OHP/OHT OVERHEAD POWER/TELEPHONE OHG/OHB OVERHEAD GUYWIRE/BUS (TROLLEY) P.S. PARKING SPACE(S) ® PILING T- PROPERTY LINE (PL) (P) PAINTED UTILITY LOCATION PIPE FLOW DIRECTION PE POLYETHYLENE PPS PARKING PAY STATION ® POST INDICATOR VALVE PS/PSS COMBINED/SANITARY SEWER PSD STORM DRAIN +, PRIVATE CATCH BASIN PEDESTRIAN PUSH BUTTON (PPB) p PEDESTRIAN SIGNAL/PEDESTAL (R) RECORD DATA GRAVEL SURFACE ROCKERY RE ROOF ELEVATION SD SERVICE DRAIN (STORM) STM/V STEAM LINE/VAULT SSS SANITARY SIDE SEWER (RECORD) I n SIGN/STREET NAME SIGN TC/SL TRAFFIC CONTROL/STREET LIGHT HANDHOLE ® TRAFFIC CONTROL CABINET (TRSCC) TCHD TRENCH DRAIN TEMPORARY BENCHMARK (TBM) TCD TELEPHONE CONDUIT (BURIED) TD TELEPHONE DUCT TV TELEPHONE VAULT TMH TELEPHONE MANHOLE TS TELEPHONE SENTRY TRAFFIC FLOW DIRECTION TRAFFIC SIGNAL TRCD TRAFFIC SIGNAL CONDUIT (BURIED) TOE TOE OF SLOPE TOP TOP OF BANK O UP UTILITY POLE (WOOD) WV WATER VAULT W WATER MAIN WM WATER METER m WATER VALVE WATER BLOWOFF VALVE WATER GATE VALVE/CHAMBER VO/CO VACATION/CONDEMNATION ORDINANCE WE WIRE ELEVATION # WOOD FENCE (WF) 0 OIL FILL CAP O1 REMOVE EXISTING ASPHALT PAVEMENT AND STRIPING AND DISPOSE OF OFFSITE O REMOVE EXISTING CONCRETE CURB AND DISPOSE OF OFFSITE REMOVE EXISTING POWER POLES, LOT LIGHTS, VAULTS, TRANSFORMERS & POWER LINES. CAP AND MARK LINES FOR FUTURE USE. COORDINATE WITH LOCAL POWER COMPANY. POWER POLES & LOT LIGHTS TO BE SALVAGED TO VMC. ®REMOVE EXISTING CATCH BASINS, CLEANOUTS & DRAINS. REMOVE EXISTING STORM LINES. O REMOVE EXISTING SEWER MH, CLEANOUTS & SEWER LINES. CAP AND MARK LINES FOR FUTURE USE. ©REMOVE EXISTING TELEPHONE MH, VAULTS & LINES. CAP AND MARK LINES FOR FUTURE USE. REMOVE EXISTING FIRE HYDRANT AND REPLACE WITH NEW. HYDRANT RUN TO BE REMOVED AS SHOWN ON PLAN. CONTRACTOR TO COORDINATE VALVE CLOSURES WITH PUBLIC WORKS INSPECTOR. VALVE CLOSURES TO BE DONE BY CITY MAINTENANCE CREWS. ® REMOVE EXISTING FENCES, GATES, AND BOLLARDS AND DISPOSE OF OFFSITE. O 9 REMOVE EXISTING CONCRETE SIDEWALK AND ALL ASSOCIATED STAIRS AND HANDRAILS AND DISPOSE OF OFFSITE. 10 REMOVE EXISTING SIGN AND DISPOSE OF OFFSITE 11 REMOVE EXISTING LANDSCAPE AND DISPOSE OF OFFSITE. Q 12 REMOVE EXISTING TREE. {� 13 REMOVE EXISTING WALL AND DISPOSE OF OFFSITE. 14 APPROXIMATE LOCATION OF UNDERGROUND POWER/TELEPHONE w CONDUIT TO BE REMOVED/RELOCATED. COORDINATE WITH ELECTRICAL DESIGN PLANS. 15 EXISTING 4" FIBER AND DATA LINE TO BE REMOVED. w 16 REMOVE EXISTING HYDRANT, HYDRANT RUN, AND HYDRANT VALVE BOX. INSTALL 6" MJ PLUG ON EXISTING GATE VALVE AT HYDRANT a TEE. CONTRACTOR TO COORDINATE VALVE CLOSURES WITH PUBLIC WORKS INSPECTOR. VALVE CLOSURES TO BE DONE BY CITY MAINTENANCE CREWS. IV 17 FDC TO BE RELOCATED PER SHEET C10 Q 18 30" STORM DRAIN BYPASS LINE SHALL BE CONSTRUCTED PRIOR TO REMOVAL OF THE EXISTING 30" STORM DRAIN R-396403 CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS W w V r� M Q DATE: DEMOLITION PLAN 12/29/2017 UW MEDICINE - VALLEY MEDICAL CENTER FlELDBOOK: PAGE.r T , MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: w 400 SOUTH 43RD STREET RENTON, WASHINGTON 98055 SHEET: OF: C2 28 N d" O O M O d'I I A W C� I I I X J w z 0 a V 0 Q 0 N 0 N \ Co N 0 E cn E I W I N 0) 0 Do m O / X w m 0 / N 0 O 0 O 00 ' 1WallI 0 • •- • • �• I mmvfi t i • ' i, 1 . 1 •.r `' `h,�r-.� ICI T.E.S.C. LEGEND DESCRIPTION PROPOSED TEMPORARY SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE o 0 0 0 0 0 0 0 0 0 0 0 LIMITS OF CLEARING , CATCH BASIN PROTECTION ROCK CHECK DAM FLOW ARROW TEMPORARY DRAINAGE DITCH �•••�••• INSTALL BAKER TANKS I I / / I %� \ / , �� CESCL- / AND FILTRATION SYSTEM \ LOCATION TO BE COORDINATED I ( WALTER HOLBROOK / // / CLEARING ' / DURING CONSTRUCTION ' / / / 1\ , Tlt RY C ENTRANCE L ' / l i � � / f R Qj�RSTD. P �I 1 1 � / / / LIMITS (TYP.) / / I —�0 NEESER CONSTRUCTION INC. TH//�uHEEL H F AS REQUIRED �L� H - / 206-294-1817 CLEAR N / �\ / / / NPDES PERMIT NO: � \ , LIMIT ,� � \ � � / ING % /, / 4�/ \ \ / / WAR 3 0 612 3 F�'97.25 / TEMPORARY 1970.59 SF / f SEDIMENT TRAP PER COR STD.(2) PLAN 211.00 DETAIL PER SHEET C4 \ ' \ /INSTALL INTERCEPTOR DITCH W/ y / ROCK CHECK DAMS PER COR STD. PLAN 217.10 AND 217.40 DETAIL PER SHEET C4 INSTALL INTERCEPTOR DITCH W/ ROCK CHECK DAMS PER COR STD. PLAN 217.10 AND 217.4 / DETAIL PER SHEET C4 F�AJND p li BAKER TANK NOTES 1) REQUIRED STORAGE = 77,878 GALLONS /\ I OTECTI PER R 2) 4-8 x 46 TANKS (20,000 GALLONS EACH) FOR CB PROTECTION PER COR / \ �� \� \ `\ J \ \ / w p / 0 ( ) C — i / STORAGE STD. PLAN 216.30 (TYP.) / \ \ I �� `�\\ J \i \ \ 1 / IL P SF�E \ \ / \ 3) 2-8' x 46' TANKS (20,000 GALLONS EACH) FOR DETAIL PER SHEET C4 / \ \ I l �\ \\\ \ J \ \ I i w / TREATMENT \� NOTE - CONTRACTOR TO SEQUENCE PROJECT T.E.S.C. \ O MEASURES TO ENSURE THAT ACCESS WILL BE MAINTAINED TO THE EXISTING BUILDING TO THE WEST. QI-G'Hq(j0 18215 72ND AVENUE SOUTH m� �2 KENT, WA 98032 (425)251-6222 o (425)251-8782 FAX �Q.`' CIVIL ENGINEERING, LAND PLANNING, �HG ENG�N� SURVEYING, ENVIRONMENTAL SERVICES CC O N S t` U 0 0 FD c.6 04 PO x IN COMPLIANCE WITH CITY OF RENTON STANDARDS W o, �l/ �-� S �F WAS y/ ,P • O 24661 o�FSS 01STE��G��`� AL 10/28/20 2 REVISED PER AS —BUILT CONDITIONS A CP-03 NO. REVISION SURVEYED: DESIGNED: ZTW ZTW 0/28/2 ZTW DRAWN: ZTW ZTW 4 2 18 ZTW CHECKED: AS BY DATE APPR APPROVED: AS SCALE:VER`n_ 1"=30' HORIZONTAL- ONTAL- N D 1983/1991 CITY OF RENTON ONE INCH DATUM vAs• AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY R-396404 T.E.S.C. PLAN UW MEDICINE - VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION 400 SOUTH 43RD STREET RENTON, WASHINGTON 98055 W U W A DATE: 12/29/2017 FIELDBOOK: PAGE: W DRAWING NO: SHEET: OF: C3 28 I I I I N X J w z U 75 iv U U) Q L0 0 N 0 N 00 N 0 E 0 0 E I LEI 0 I N M O 00 1-1 0 i x X LLJ m 0 u) 0 N 0 00 1n O 0 0 00 w j z H 301NrS IN FILTER FABRIC SMALL &E SPL[CED AT POSTS USE STAPLES. 'HIRE RINGS, OR Ff]I HllA1 FNT TCI ATTA041 FARRIC TCi Pe7RT.4 13" MAX. jII I� X/ POST SPACING MAY BE INCREASED TO F IF WIRE BACIONG IS USED 2'x2' BY 14 Ca WIRE OR E-OLAVAL£NT. IF STANDARD -* STRENGTH FABRIC B5ED FILTER FNVAI MINIMUM a'ke" TRENcad uBACKFILL TRENCH WITH NA11VE SOIL 2'x4'NOCLI PO$IS, STEEL FENCk POSTS. REAR, OR EOUIVALENT NOTES 1, CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SLT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOVL' ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE [DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTELTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. JA�IM511VI I {R 5!}D.15MM} TOR 51I i FIL M AOS IASrM 04751) 5p tp0 SIEVE 512E 4.30 O.15MM FOa OTHER FA8RICS L'1A.'ERPERMI7TIVI7{ A$ EW9" D.c75 r.C" : MI NI mum LBU LBi M N. FOk Exl'RA 0 kE NGH I;.kRl[ GRABTFN5RR 5TRENCIiT IASTM DCGR71 L,]OLBS NIN FOR}TANDAR0 STRFNGHT FABRIC tiRAB1EN5:LEEL17NGAliON ASTMb4632 B0%MAX. ULTRAVIOLATE R[$151A.4'U ABTA Nl.;S5 7G%MIN 2.2. STANDARD STRENGTH FABRIC REDOIREEL WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FCR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED. THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V F AT Y SILT N 2.4. IF A TYPICAL SILT FENCE IS USED. THE STANDARD 4X TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM & INCHES OF THE SIL E CE IS WELL BURIEG AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF GONCENTRATED FLOES ARE EVIDENT UPHILL 01) THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND, 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT, 3.4. SEDMENT MOST BE REMOVE1 WHEN SEDIMENT IS 61NCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. PUBLIC WORKS SILT FENCE STD. PLAN - 214.00 DEPARTMENT - - - MARCH 2O08 ❑RAINA13E GRATE GRATE FRAME tr SEDIMENT AND DEFIRIS i DRAINAGE GRATE - REC' orb FILTERED WATT=R TRIM � d y OVERFLOW BYPASS Fil- BELOUVINLET GRATE DEVICE 8b +b SECTION VIEW ISOMETRIC VIEW MOTES 1. 8I2e the Below Inlet Grate Device (BIG(}) for the storm water structure It %vi1 service. 2. The BIGD shall have a bolt -In hlgf,-flow rellef system (Overflow bypass). 3. The +etrieval syslem must allow removal of the BIGD without spilling the collected material. 4. Perform nlalnMenance In accordance with Standard SpedllcadGn 8-01.3(15). W ITYP.j � PUBLIC WORKS CATCH BASIN FILTER STD. PLAN - 218.30 ++� ` DEPARTMENT MARCH 2O08 V0 A VS 42 n U CO Q- <T�HG ENG 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES T.E.S.C. NOTES AND DETAILS FOR UW MEDICINE - VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION aROsror, AND air coH,raa REOOMMENDED DrdVEWAYS SHALL BE PAVED TO THE EDGE OF 11,1111 PRIOR TO INSTALLATION DP TI1E CONSTRUCTION ENTRANCE Ey,1SS�G O O AVOID oAMAGINC OF THE ROADWAY IT IS RECOMMENDED THATTHE R • 25' MIN. ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFFTi{E PAD t� INSTALL DRIVEWAY CULVERT IF THERE 15 A ROADSIDE DITCH PRESENT. AS PER CITY ROAD STANDARDS •"-8' QUARRY SPALLS GEbTEXTILE l 1 Z'MIN. TMCKNESS ^h PROVIDE FULL WIDTH OF NOTES INGRESS -EGRESS AREA 1, CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. �-� SADR �F W A Sy/ A, 1 24661 o�el e0 l S T AL 10/28/20 GRATT-ENSILE STREBN43TH IASTMP47531 7(V PSI miN:. GRABTENSILEFIONGATION(ASTM745371 VKMAX MULLEN BURST5TREHGTH{ASTMD379&80AI 4COPS1 MIN. AOS ASFMi)47511 20-45 U.S. STANDARD SIEVE 51ZE 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 BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING 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 13E CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS INC 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 IJSEfl. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED. IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK. AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND, 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVEQ OR STABILIZED ON SITE, THE PAVEMENT SMALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY, 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AN D 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. PUSUC WORKS STABILIZED PLAN - 815.10 DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2O08 ROCK MUST COMPLETELY COVER THE m % BOTTOM AND SIDES OF THE DITCH 6" MIN. 24"MIN. 2:1 SLOPES �INTS �`ao 2"-4" ROCK :2 QO�O L=TAAND BAEHE EOF EQUASUCH L =III==___� _ ICI-III-111,�11� I, _ _ �a�aa II-III-1I17-7111 NOTES 1. CONDITION OF USE 1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS. 1 .2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON -EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2.1, ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. PUBLIC WORKS CHECK DAMS SPACING AND STD. PLAN - 217.40 �NT02 DEPARTMENT CROSS SECTIONS MARCH 2O08 1 REVISED PER AS -BUILT CONDITIONS NO. REVISION Erosion Control Notes CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. 1, These notes shall appear for all projects - site improvements, surface water utility, 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC wastewater utility, water utility, and transportation plans: SUPERVISOR (MAY BE CONSOLIDATED WITH THE 2. Before any construction or development activity occurs, a pre -construction meeting REQUIRED NOTICE OF CONSTRUCTION SIGN). must be held with the City of Renton, public works design engineer. 3. FLAG OR FENCE CLEARING LIMITS. 1 The Boundaries of the clearing limits and areas of vegetation preservation as 4. INSTALL CATCH BASIN PROTECTION. prescribed on the plan(s) shall be clearly flagged by survey tape or fencing fn the field prior to construction in accordance with Appendix D of the Surface Water 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). Design Manual and observed during construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH maintained by the applicanVESC supervisor for the duration of construction, BARRIER, ETC.). 4. StabiNzed construction entrances shall be installed at the beginning of construction 7. INSTALL BAKER TANK AND FILTRATION SYSTEM. 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 8. GRADE AND STABILIZE CONSTRUCTION ROADS. paved areas are kept clean and track out to road right of way does not occur for the duration of the project, 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY 5. All required sedimentation/erosion control facilities must be constructed and in WITH CLEARING AND GRADING FOR PROJECT operation prior to land clearing and/or construction to prevent transportation of DEVELOPMENT. sediment to surface water, drainage systems and adjacent properties. All erosion 10. MAINTAIN EROSION CONTROL MEASURES IN and sediment facilities shall be maintained in a satisfactory condition until such time ACCORDANCE WITH APPENDIX D OF THE SURFACE W that clearing and/or construction is complete and potential for on -site erasion has WATER DESIGN MANUAL AND MANUFACTURER'S passed. The implementation, maintenance, replacement and additions to RECOMMENDATIONS. erasion/sedimentation control systems shall be the responsibility of the permitee. 11. RELOCATE EROSION CONTROL MEASURES OR 6. The erosion and sedimentation control systems depicted on this drawing are INSTALL NEW MEASURES SO THAT AS SITE intended to be minimum requirements to meet anticipated site conditions. As CONDITIONS CHANGE THE EROSION AND SEDIMENT construction progresses and unexpected or seasonal conditions dictate, the permitee CONTROL IS ALWAYS IN ACCORDANCE WITH THE shall anticipate that more erosion and sedimentation control facilities will be CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. necessary to ensure complete siltation control on the proposed site. During the course of construction, it shall be the obligation and responsibillty of the permitee to 12. COVER ALL AREAS THAT WILL; BE UNWORKED FOR address any new conditions that may be created by the activities and to provide MORE THAN SEVEN DAYS DURING THE DRY SEASON additional facilities, over and above minimum requirements, as may be needed, to OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC protect adjacent properties and water quality of the receiving drainage system. SHEETING OR EQUIVALENT. 7, Approval of this plan is for erosion/sedimentation contl•ol only. It does not constitute 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE an approval of storm drainage design, size nor location of pipes, restrictors Pp g 9 r P P r r WITHIN SEVEN DAYS. channels, or retention facilities, 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED 8. Any areas of exposed soils, including roadway embankments, that will not be FOR MORE THAN 30 DAYS. disturbed for two days during the wet season (October 15L trough March 301h) or seven days during the dry season (April 15I tough September 30) shall be 15. UPON COMPLETION OF THE PROJECT, ALL immediately stabilized with the approved ESC cover methods (e.g., seeding, DISTURBED AREAS MUST BE STABILIZED AND BMPS mulching, plastic covering, etc.). REMOVED IF APPROPRIATE. 9. Wet season seasonal erosion and sediment control requirements apply to all 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 WET SEASON PROVISIONS addressed within seven (7) days. ALL OF THE FOLLOWING PROVISIONS FOR WET SEASON CONSTRUCTION ARE DETAILED IN THE REFERENCED SECTIONS. 12. The ESC facilities on inactive sites shall be inspected and maintained a minimum of THESE REQUIREMENTS ARE LISTED HERE FOR THE CONVENIENCE OF once a month or within 24 hours fallowing a storm event. THE DESIGNER AND THE REVIEWER. 13. At no time shall more than one (1) foot of sediment be allowed to accumulate within 1. THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. UNWORKED WITHOUT COVER MEASURES IS REDUCED TO The cleaning operation shall not flush sediment -laden water into the downstream TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN system (SECTION D.2.1.2). 14. During the time period of October I" through March 30t", all project distributed soil 2• STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE areas greater, that are to be left un-worked for more than 12 hours, shall be PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS covered by mulch, sodding or plastic covering. (SECTION D.2.1.2). 15. Any permanent retention/detention facility used as a temporary settling basin shall 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED be modified with the necessary erosion control measures and shall provide adequate AREAS SHALL BE STOCKPILED ON SITE (SECTION D.2.1.2). storage capacity. If the permanent facility is to function ultimately as an infiltration system, the temporary facility roust be rough graded so that the bottom and sides 4. ALL AREAS THAT ARE TO BE UNWORKED THE WET are at least three feet above the final grade of the permanent facility. SEASON SHALL BE SEEDED WITHHININDURING ONE WEEK OF THE O BEGINNING OF THE WET SEASON (SECTION D.2.1.2.6). 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. 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS Disturbed areas shall be seeded within one week of the beginning of the wet season. (SECTION D.2.1.2.2). 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. 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCK 17. All ESC measures must be removed after construction activity is complete. PILED ON SITE (SECTION D.2.1.3.1). 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE D.2.4.2 WET SEASON REQUIREMENTS REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN ANY SITE WITH EXPOSED SOILS DURING THE WET SEASON (OCTOBER 1 TO APRIL BY COARSE -GRAINED SOIL (SECTION D.2.1.4.2). 30) SHALL BE SUBJECT TO THE SPECIAL PROVISIONS BELOW. IN ADDITION TO THE ESC COVER MEASURES (SEE SECTION D.2.1.2), THESE PROVISIONS INCLUDE 8 SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE COVERING ANY NEWLY SEEDED AREAS WITH MULCH AND IDENTIFYING AND DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN SEEDING AS MUCH DISTURBED AREA AS POSSIBLE PRIOR TO SEPTEMBER 23 IN FLOW (SECTION D.2.1.5). ORDER TO PROVIDE GRASS COVER FOR THE WET SEASON. A "WET SEASON ESC 9 SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO PLAN" MUST BE SUBMITTED AND APPROVED BY THE CITY BEFORE WORK OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED PROCEEDS OR CONTINUES. DESIGN FLOW (SECTION D.2.1.6). 10. PHASING AND MORE CONSERVATIVE BMPs MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR SURFACE WATERS (SECTION D.2.4.3). 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 (SECTION D.2.2). SURVEYED: SCALE: N/A VERI HORIZONTAL TAL• NAVD NAD 1983/183/1991 CITY 0 F DESIGNED: zw RENTON DRAWN: ZTW ONE INCH DATUM Planning/Building/Public Works Dept. ZTW 0/28/2 ZTW CHECKED: AS AT FULL SCALE IF NOT ONE INCH BY DATE APPR SCALE ACCORDINGLY APPROVED: AS 4' MIN 1' DEPTH 2"- 4" ROCK 3 2' SETTLING DEPTH 1 r 1.5'SEDIMENT STORAGE 1' DEPTH 3/4" - 1-1/2" WASHED GRAVEL CROSS SECTION NTS l' OVERFLOW DEPTH OUTFLOW CHANNEL IF . CONSTRUCTED BY EXCAVATION. S MAX �, sl FILTER FABRIC FENCING OVERFLOW SPILLWAY B' MIN WIDTH 15SEDIMENT STORAGE T SETTING DEPTH $ 1' DEPTH OF TA" ROCK, 1' DEPTH OF 3/4'-1/2" WASHED GRAVEL. NOTE: MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM .t SY O STD. PLAN - 211.00 ro PUBLIC WORKS SEDIMENT TRAP DEPARTMENT MARCH 2O08 21 MAX. SLOPE 3 LEVEL BOTTOM III ---III--- =III=III 2' MIN. SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES 1. CONDITION OF USE 1.1. REQUIREDAT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1 V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2H:1 V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAYBE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAYBE USED. THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP, 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE INCREASED. ti�Y o �+ PUBLIC WORKS INTERCEPTOR SWALE STD. PLAN - 217.10 - DEPARTMENT 1 �Ntp MARCH 2O08 AVERAGE SLOPE SLOPE PERCENT FLOWPATH LENGTH 20H:1V 3-5% 300 FEET (10 T020)H:1V 5-10% 200 FEET (4To10)H:ly 10-25% looFFEr (2 TO 4) H:1V 25-50% V CONSTRUCTION RECORD Q DRAWING d THIS CONSTRUCTION RECORDING DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN w CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE IV INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. O I� R-396405 IN COMPLIANCE WITH CITY OF RENTON STANDARDS I� w U r� 1 Q DATE, T.E.S.C. NOTES AND DETAILS 12/29/2017 UW MEDICINE - VALLEY MEDICAL CENTER FlELDBOOK: PAGE: MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: I•L� 400 SOUTH 43RD STREET RENTON, WASHINGTON 98055 SHEET: OF: C4 28 I� R-396405 IN COMPLIANCE WITH CITY OF RENTON STANDARDS I� w U r� 1 Q DATE, T.E.S.C. NOTES AND DETAILS 12/29/2017 UW MEDICINE - VALLEY MEDICAL CENTER FlELDBOOK: PAGE: MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: I•L� 400 SOUTH 43RD STREET RENTON, WASHINGTON 98055 SHEET: OF: C4 28 CONSTRUCTION RECORD DRAWING O THIS CONSTRUCTION RECORDING DRAWING IS A O COPY OF THE APPROVED CONSTRUCTION (+() DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN O EDITED TO REFLECT ASBUILT CONDITIONS. THE d"I INFORMATION PROVIDED ON THESE RECORD ' DRAWINGS IS A COMBINATION OF FIELD Q SURVEYED INFORMATION AND DOCUMENTED W FIELD REVISIONS. EXCAVATION PLAN FOR UW MEDICINE -VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION 1w=30' 0 15 30 60 O r 0000 If ,,fill d� _ .��v\ � - �,. � � , I� ,11, �� ♦ 1 Illlllll�illlllll�llllllll�I �.,,, � ��w!,�1��;�;►�� .'' , f � . \-.-......\ •` \` "'� \ , 1� ��88�r��i�.�.��>,�iL �i� GS1.��R�E�_----.56iA��_��,}�I�� .♦..,.,�I.-♦�♦.I'I►-♦� i , .. ��` -- , ; mot,, �>,.� �\� ��, ®it• /�1��1�� c! E m AN _ 47. =zIN,* �M� kn='fE� '�--a;.;+�r�;:�...� _ _ — �ar;+E:i'€�"iT� S; - .,- n, �� I7��+ha�I .r�e.•��'� i�� ► .�.1 G—�' -'� I 00 V CB PROTECTION PER COR III I I I ICI / STD. PLAN 216.30 (TYP.) Q DISCHARGE CLEAN RUNOFF / / /%.;�; \\ I \ r I I �/� , / wMH `V I I I I TEMPORARY SLOPE RECOMMENDATIONS PER ADDENDUM 2 TO THE GEOTECHNHICAL O / \ I ONLY FROM BAKER TANK INTO DOWNSTREAM \ II / CONVEYANCE SYSTEM. TEMPOR�RY SILT F / / DETAIL PER SHEET C4 / /rry,��//i /%%/i//r//iri rh �� / �111 P! / / y�/�/,// /r��/jy r r / \\ /y/ PER CO STD. nllpl I r ,purrrii TE�j�ORAfCONST t�CTI N ENTRANCE PLAN 2h 4.00 (TYP �r i�//rri r r//iui/rqi PER COR %STD. -10_ I DETAIL IPER WITH WHEEL WAS ITY AS QUIRED I �+ / , hiy / � , � � I� � Valley hl��kicai Cent�- August 26. 2017 Page /rri /// //// ll ll / r/ // D�TAIL PER S C LO�AATJ.ON4 0 BE //> /rri// I ,/ /i gr// l ////l////// � � I / l , � Cj00R�IRTED H NATION URING CONST CIION rrriria ' / / /l////// /// r / rr r/rri l a/liag� � EX. CB 564 /,�/ ////�%/// r // G l I /�/ / / / / / l # l ///�// /// , ///j/// i /,///r/�/,///r /////////l / �/ / �/ INSTALL BAKER TANKS �emR°fart' Slopes AND FILTRATION SYSTEM /",// r//r/ I 111 r�rriiirririirrpir / L II Tern or sl LOCATION TO BE COORDINATED / ,//r/rl///�/ // � , � � , � Orj+ Qj�Os rf�Blj� hJ Used arOUnlrl i;f"ke site �+hcre spa aIIO�h+$. Base Or1 Q�r o 0set`Va1rinrls of the QilS DURING CONSTRUCTION irr/gl�/ll// l ,lililr %% ICI ////,/,// j/ / /�/%//r � EXISTING BUILDING l //�/��/ ) /rih/ / / /r ,� I /l /��,i%irr/ ' r ,r�r�r,l r��a�,r f �, / , \ �r Gn the adjacent site to the north and the boringlogs complete# unskte, we re -commend that ternporary /r-� i � / hr l I rrpiirry, a N slopes constructed in the gkaoially consolidated sails be inclined at /4H,1V. Additional measures such as O PROPOSED , / rir�,,�,i„ / ,/,,�,,r rrr��i,,,, / _ plastic sheet, may be required to protect the slope for precipitation. This Will be evaluated bar a LO MEDICAL OFFICE / llI riiii r ,l�rillr ' r�r�iii� � �/ � \�� '1 1 ,Ill - - - - O l rrir /ri/r hih�irr 1' /iii,, r, l ,r/ r rl //iiiirri \ B.O. VAULT EXCAVATION=67.0 r rrii / rrr 9 BUILDING r r rrr /,//iirir rrrirri/r/ / �//// / I / representative from eoEngineers during excavation, Temporary slopes within the fill Will still need to be , /i�,riggi�irr � I � \ l �6 // / r �r//i �l� l // 'CLEARN / I� g W / rririii/ / ir�r / FF=81.0 / ; r ai r /,r rr/iuio/// / inclined at 1/2H:111. Flatter slopes may be necessary if seepage is present on the face of the cut slopes or �/,/ /i/, r r r/,/,/ // ////r/ LIMIT / r� iri rri FF=97.25 : -\� ri rgir / lip/�/ /i ,iiiiii ii if loCalizcd sloughing occurs. for open Cuts at the site, +�e r-ecorr'Ir�erld that: B.O. EXCAVATION=_ 80.0 , �I c - .1 8 TEMP. PUMP - //i//i/ / y,ya/ /ir�,��r/� ;\�\\ \ /,gy,/,/, rri/ri/fir �r��rir�i,/ l 11 // ■ no traffic, construction equipment, ment stockpiles or building sU lies be allowed at the to of the cut ^^ \\\\�\ \ / / / / / / // / ///// " r l FBI EX. CB 569 / rri / / //� yyiir ri �rrirri/'� \,\\\\ \\ B.O. ELEVATOR PIT EXCAVATION=58.0 / /i �1fi%rii ` i �� rill/r / I l l / / ry,,,/ r,,,, , � I / / / � // dopes Within a distance of at least 5 feet from the top of the cut; ■ exposed soil along the slope he protected from surface erosion by using waterproof tarps or plastic lil» 1111II �, ry/ rir '`�� //�/ / / /iq rii/r rri r r 3 � / \\�� 1 hj/,//r,r/ INSTALL INTERCEPTOR DITCH W �/ ROCK CHECK DAMS // i//i /i�/r rri/i/i//,, i / / ■ construction activities he scheduled so that the length of time the ternporary cut is left opeii IS / „rri rii �•\\ /, / y // / / r / rii ll / reduced # the extent practicable: / yrrir'.,.� ,// erosionl measures be implemented as appropriate such that runoff flrom the site is reduced i ir EX/ CB ■ control z / rr��, 5�i � � \ � / / / / E riirriirairri, ri/ri/i /� / ,irr y,,i l /fir rr r/gi/i/ l % r l� l 111 / to the extent practicable', r/r/rrr/rri B.O. VAULT EXCAVATION=85.0 ■ scoter be diverted aWa from tl�e slo e' � DMH#582 � � / rri �\� �\�\��\\ / ri /// /� \ / yf/lrlilii /I r//,"y / /ijiq/j / \\\\\ \\\ / / rri / r r ^'r C B.O. BASEMENT r /i/ /i / /ry / //i/i/irrir � � � � \ %! / /� /iii / r rir r l /ririri/9ii ' I l l l l EXCAVATION-65.5 , rr riry /i/i r rir/irir %/ l �a ■ the general ct edition ofthe slopes be observed periodicaIly by the geotechnicaI engineerto confirm /1��\// / , �,l/////// r //%/rri r/// r l l / l r � llr \`_� � EX. SDMH#5 1 � adequate stability; and /�'� ,l l pUND UNDER l�= = 3 �/r// llrl//l //l///r/ ' Ep _ -- ___-_- _____-/,,� /irr rrr,,/i I l/ I �, / ■ because the contractor has control of the costrut�on operations, the contractor should be male \ 1OS 1 _ — r/ l l l ` - M0- =__- __-_- _- -- rri rr, / l� l res onsible far the stabil of cutslo es, as wel I as the safer of the excavations, Tem ora sto i # p rY I __ B.O. TUNNEL riilr l ' EX. SD H#5s5 \\\\\ \ yr�/;ri;/ =%/'r/ / / / must conform to -applicable local, state and federal safety regulations. CD CN \ _ EXCAVATION-65.0 \` \\ i / 00 (AND VARIES) NOTES: W 1. CONTRACTOR TO SEQUENCE PROJECT EXCAVATION TO ENSURE THAT �� /\ 0 ACCESS WILL BE MAINTAINED TO THE EXISTING BUILDING TO THE / \ \ I tea\ WEST. EX/� 5 4 / / / 2. 0.75:1 EXCAVATION SLOPE TO BE USED ONLY FOR GLACIALLY O 58 CB / CONSOLIDATED SOILS. POCKETS OF FILL NEED TO BE EXCAVATED AT / B.O. TUNNEL ASS \ \' �I\ I / / // �/ 1.5:1. SHORING MAY BE REQUIRED DEPENDING ON THE LOCATION a / EXCAVATION-67.18 (o #5 6 / / / G / p AND DEPTH OF FILL MATERIALS. / (AND VARIES) h 3. ADDITIONAL MEASURES SUCH AS PLASTIC SHEETING / r DEPTH OF FILL UNKNOWN IN THIS AREA. TEMPORARY SILT FENCE ` �� \\\\ �I 1� \/A / ( / / MAY BE REQUIRED TO PROTECT CUT SLOPES FROM Q x CONTRACTOR TO FIELD VERIFY DEPTH ON FILL PER COR STD. \ �\ �> �/ PRECIPITATION ID / AND EXCAVATE IN ACCORDANCE WITH NOTE #2 \ PLAN 214.00 (TYP.)\\ \\ \/ CSC. C@�#5 / �\ / DETAIL PER SHEET C4 / / / 4. GEOTECHNICAL ENGINEER SHALL BE ON SITE TO o / THIS SHEET. SHORING MAY BE REQUIRED. \\\\ \ /� EX. 6B# / 1 / MONITOR EXCAVATIONS / I / , ; /\ \ Q �XX \ \ --EX. /SS 130 / , R-396406 LLJ / �\ E S H#589 / �, / / / / 5. EXISTING STORM LINES WITHIN THE TUNNEL EXCAVATION MAY NEED o EX. CB#584 / / �i / TO BE REROUTED PRIOR TO CONSTRUCTION OF THE NEW STORM IN COMPLIANCE WITH CITY OF RENTON STANDARDS W Q 5883% / / / / / DRAIN LINE. CONTRACTOR TO COORDINATE EXCAVATION AND m EX. SSMH#126 \ \ CONSTRUCTION OF NEW STORM LINE PER SHEET C9 TO ENSURE /o / / , EX. #590I 1 �I� / / \ / �/ �/ I / / THAT STORM WATER FLOWING THROUGH THESE EXISTING STORM W LINES IS REROUTED AS NEEDED. TEMPORARY PUMPING MAY BE X / r / / / / �/ / / / REQUIRED. V wziill mo 6. TUNNEL SLAB ELEVATION VARIES. REFERENCE ARCHITECTURAL PLANS i FOR TUNNEL SLAB FINISHED FLOOR ELEVATIONS. CONTRACTOR SHALL G,HA(jS P�, SgoR VERIFY REQUIRED EXCAVATION DEPTH BASED ON ARCHITECTURAL 18215 72ND AVENUE SOUTH DESIGN AND GEOTECHNICAL REPORT PRIOR TO EXCAVATION. Q % m� �2 KENT, WA 98032 ��OF WASy/� N SURVEYED: SCALE: �� (425)251-6222 1 30 �� CAL NAw 1988 P`� » o HORIZONTAL• NAD 1983/1991 EXCAVATION PLAN 12/29/2017 00 o o Z DESIGNED: O CITY OF FIELDBOOK: o = (425)251-8782 FAX 3 REVISED PER AS -BUILT CONDITIONS ZTW 10/28/2 ZTW DRAWN: ZTW R E N TO N UW MEDICINE - VALLEY MEDICAL CENTER PAGE �-+ CD 2� �\ �orF F2 S6 E��o ��`� 2 CP-06 ZTW 5 18 18 ZTW zTW DATUM ' MEDICAL OFFICE BUILDING EXPANSION DRAVANG WO -- CD 00 G CIVIL ENGINEERING, LAND PLANNING, �� ONE INCH (�I w "- <T �� ss/DNA L ECG\ 1 CP-03 ZTW 4 2 18 ZTW CHECKED: IFAT NOT L SGNF Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET I--� SURVEYING, ENVIRONMENTAL SERVICES N0. REVISION BY DATE APPR RENTON WA 98055 a /HG E N G �N p SCALE ACCORDINGLY L 10/28/20 APPROVEAS , SHEET: C5 OF, ai C) U cn !Z N O N O N \ 00 N O E \ 0 0 3 0 v a U x i 0 ;_ w N O O 00 0] O / x X w m 0 / 0 / N O 00 V) 0 CD CD 00 Z B izz i7 0 75 70 70 CiJ 0 78 EXCAVATION PLAN SECTIONS FOR UW MEDICINE -VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION — — — — — — — — — o f! EXISTING cc ii EXISTING q B.O. VAULT EXCAVATI N=67.0 EXCAVATION SEC NOT FOUND ON TOPO. CONTRkCTOR TO B.O. TUNNEL EXCAVATION VARIES. SCALE: 1 =20 HORI ONTAL 1 =51 V RTICAL O 0000 SEE NOTE 6 SHEET C5 �� cfl 00 SEE NOTE 5 SHLLI Lq � Ub. O� O 00 rip 00 rip cD rip cD . tp p0 o)p to 00 Op tp 00 tp 00 CD �00 c0 CO 00 r� tp • Pi 1+00 1+00 2+00 �1s 3+00 75 70 0 4+00 aRAnF AT O .0. EXCAVATIO =80.0 00 DO 00 rn rn rn 0) rn00 I� m0O0 O p rn p O T 00 rn00 O p 00 0)000 O p (0 m0000 O p Ln m00 O p Ln p O Ln D wD O p �000 O p 0� 0� O p O 0�00 O O n p O m 00 O 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES �1 SAD �F W AS y/ �-A cn z 24661 �'�s��STE��G�� AL v 1+00 3 REVISED PER AS -BUILT CONDITIONS 2 CP-06 CP-03 0 61 F.ITIMM MG, 2+00 SURVEYED: DESIGNED: ZTW ZTW 10/28/20 ZTW ZTW 5 18 18 ZTW DRAWN: ZTW ZTW 4 2 18 ZTW CHECKED: AS BY DATE APPR APPROVED: AS 3+00 SCALE: 1 "=200 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: 1 1988 HORIZONTALNAD 1983/1991 DATU M CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORDING DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. 0.75:1 EXCAVATION SLOPE TO BE USED ONLY FOR 85 GLACIALLY CONSOLIDATED SOILS. POCKETS OF FILL NEED TO BE EXCAVATED AT 1.5:1. SHORING MAY BE REQUIRED DEPENDING ON THE LOCATION AND DEPTH OF FILL MATERIALS. so R-396407 78 4+00 CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS EXCAVATION PLAN SECTIONS UW MEDICINE - VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION 400 SOUTH 43RD STREET RENTON, WA 98055 DATE: 12/29/2017 FIELDB00K: PAGE C6 28 N O O S a Q0 C) O I Q W i i i i x J_ W Z U tY ai C) U (n Iz N O N O N 00 N 0 E Q 0 0 0 0 0 U X N 0 E w N O O 00 0] O / x X w m 0 / 0 / N O 00 (D O O 00 w � z� H rl 17 115 • 85 �] 75 70 55 EXCAVATION PLAN SECTIONS FOR UW MEDICINE -VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION L i O J — — — ►`�`� B.O. VAULT — EXCAVATION=85.0 -EXISTING GRADE — B.O. EXCAVATION=80.0 -FINISHED GIR IF AT SECTION o ^ o o :- J O B.O. VAULT EXCAVATION=67.0 fl BASEMENT EXGAVATION-65.5J O ^D O PIT EXCAVATION 58.0 N NOR �p O I.IR I� o� p �p O emu( O o.q O Np O c. p rip O o�n M BOO rip O r7 N O O �N �r- NCV 4nj . un O 00 co 00 �U-j 0-)p Op O Np Sao �� (0Lr) � O � 06 o� o� ^ o� co 00 00 cp 00 � 00 to 00 00 0) Op 00 � 00 � Op 0-) 0) 00 00 -0+50 0+00 1+00 2+00 3+00 EXCAVATION SECTION D-D SCALE: 1 "=20' HORIZONTAL 1 "=5' VERTICAL QI-IR 18215 72ND AVENUE SOUTH m� �2 KENT, WA 98032 (425)251-6222 o (425)251-8782 FAX CO CIVIL ENGINEERING, LAND PLANNING, �HG ENG�N� SURVEYING, ENVIRONMENTAL SERVICES SADR �F W A Sy', cn z 24661 s��STE��G�� AL 10/28/20 3 REVISED PER AS -BUILT CONDITIONS 2 CP-06 CP-03 0 61 11.00M Me, SURVEYED: DESIGNED: ZTW ZTW 10/28/20 ZTW ZTW 5 18 18 ZTW DRAWN: ZTW ZTW 4 2 18 ZTW CHECKED: AS BY DATE APPR APPROVED: AS 85 :LIM 75 70 55 4+00 SCALE: VERTICAL: CITY 0 F 1 »_20' HORIZONTAL-NAD AD 1983/183/1991 R RENTON ONE INCH DATUM var AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORDING DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. V Q a M� I� W U w NOTE: 0.75:1 EXCAVATION SLOPE TO BE USED ONLY FOR O GLACIALLY CONSOLIDATED SOILS. POCKETS OF FILL NEED TO BE EXCAVATED AT 1.5:1. SHORING MAY BE QI REQUIRED DEPENDING ON THE LOCATION AND DEPTH OF FILL MATERIALS. ^�^ f� R-396408 IN COMPLIANCE WITH CITY OF RENTON STANDARDS � I� W U W Q DATE: EXCAVATION PLAN SECTIONS 12/29/2017 UW MEDICINE - VALLEY MEDICAL CENTER FlELDBOOK: PAGE W MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: 400 SOUTH 43RD STREET RENTON, WA 98055 SHEET: OF: C7 28 i i i X J_ W Z U 0 U (n 00 0 r7 0 N O N 00 N O ai E a) 0 0 m 0 N 0) O 00 i 0] O X W m 0 0 N 0 0 00 O O 0 00 z� B izz 17 ■ice � �� - . - . ' 7v r \' - 1 • 1 tr 1 I ��; : .. A�• I liif1�11 '�YII.11111,�� •� i' ■. — Ii�e gun. I - • 1 in � IN .I 00 a�aA awl �� 1 �, • �, �� `i �, . ,%• 1 _ � \� � `�, :. 'is i aiiiiriviioriii: rii: ioiiiiviitziriiii,iiiiiiiun n: ii,:.000ioiiiii<uiiivriiiiziii ai: iiiiiiiiiiiiiou,:;iiiiiiiiii ii: rii:..iiiiiniiiiie iiiiiiirioiir ,_rir,: iioriiiiiii i iio«iiiiii :."v s::zz:zz:_:_ - 111� ' • :1 .• • •1 �ly .1 -I i • i .. � \GINS � : MA ' • : 1 �/iiiiioiii i � ioiiiiiiiiiiiiiiiiiiiii�i aiiiiiiioiiiiiiiiiiiiiiiiiiiinaiiiiiiiiiiiiiiiiiiiiiiiaie'i; oiiiiiii. oiiiioiiiaiiiuiiiiiiiiiiiiiiiiiiiiio: _iiii _ s� � riiiiiiiiii:ay�oiiiii. iiiii. oiiiii/ � •�� `�/ �-. ��' 7 I - • • ft 'Will w�a q milli FE • \ sLr�OlWWRIO� c�/®.9i/. /7i►v7/7��/'/��/.�i/.�%/�eie wws7, % rl.111� •3 E • . , I �f��ownf�_ �� :1 1 • i . , . '• \ 1 ! =-.err- - - - •��=� i�.i ��'. _ 1 11\ �` _ _ � � � � _ � - i � n•rtirrtirrtirrtirrtii•r. � vrrvrrvrrvrrvrrv� ,rvr�t r�vr�.•r�vr a.+r.�t•r.�vf:ovr.�.+ry - +.may rr.�r. � •� - I � 84.78 FL I 85.28 TIC — . • � �► 1F • _ II--------7 1 AI`� -J l! :. ! : _ = y : ti i -. i 1.�. � 1•[ �. : 1 • • 1 � ��_ ♦ � � � � � \�0 1� pp. - RUMBLE MAX WS. E��-j? . •0 STATIC W.S. EL ARCHITECTURAL PLANS1 BOTTOM VAULT EL 69.5 _ rm 83.80 , / \ 83.88 STAIRS W/ HANDRAIL PER DETAIL SHEET C21 A. 83.90 �✓ � : it •: Jam\ \1'`i ,� - � � � �-�� N l • - i - • PROPOSED III .Q BUILDING 8,3.8k,,- - . MEMAL OFFICE e�•;:••• S r� / 1 • • I it i' 1 . • I • �r��,,INSTALL CONCRETE PAVEMENT CO R I U 92.00 FL �� __________ _ I I Q • j 1 92.50 TIC _ \�_1= ====== ==== =-�r - �� I I I 92.11 FL I I ----- ----- \ \ II I /� _ - _______________ ____ �. 92.61 TC —I- —1 I II I I I I-- ____________________________ ___ I _______ \\\ \ B� 8 I� I I INSTALL CONCRETE ==== ==-� ______ \ \ 2 PROPOSED SPOT ELEVATIONS EXISTING CONTOURS 100 PROPOSED CONTOURS ------ 100 ------ PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT VEGETATED ROOF (SEE LANDSCAPE ----------------- ------------------ ----------------- PLANS FOR PLANTING) ----------------- ---------------- SAWCUT LINE ------------------ CONSTRUC110N RECORD DRAWING THIS CONSTRUCTION RECORDING DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. 0 FD C6 r-lil 04 PO iRUMBLE STRIP PER • ■ 63.54 Cr4• _ I •,ARCHITECTUfbkLtlAls Iil 96.05 • _ /_rar/_Girl!rtirTr�M•_Rti.:.r_C.-r.--�.�_:.rstie - 1 A`r.-.1.� ar .r.. 1-.�.....�.aF.-r.-r.- �a rr, �..c_� ='c- �.aF..-r_.- �.-.-tea �.�-...arc.-r. �-ti v--..�-.. r��`!�Y��?%:-^:--`l: �:�Y'•.y%'��Y�.�.! _ _ I/ • . �-!.•T■f I ■ Ii, \ + - -FLiiBi•1 m Ivij . • • � �� • �i _ 'fA ' - nab • • • •. 'l "i• . • �� -�� •` _ • 1 �jng � , .i�r��ir - '�/��'A�%�:�/ o��/J///f///A//�A/.//A9J/.!/. -T FIND '\ '........... �............ . ti� • �� 'rii � iu:i:::n � i � iiiiuiiiiini•nin iiiiiiiiiiiinuiiiiiii•'iiiin.uu n.............uulln _ .. • I �' �, _, rim/iirii/ii • • r% • • i i • / 11 r ` .6.02 TIC _ ,• _ � .J � % iiiiiirrrr.,_,_,i�::,;:,,�: nrriiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiitu; ioiriiriiriiriiriiriiriiriiiiiiiiriiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�a, iiiiiiiiiiiiii � / � ::� � z Jon -396409 97.62 FL R 1 r • \ i J_t!•.112 � ---------=_-�--�=-� - � �� _� �� tit � VI ' '� COMPLIANCEIN -STANDARDS • �1�!1 111111♦♦♦11 ♦�111♦1 ♦11 ♦1 �1.,_1. r._1 ---_--_-- =-_ _♦ = =��1�1�1��♦��1"�%�Q�i� '1 ��*��11111 11i'?�z!1!R. �►1��►AI�� _��!� Wi , �� ;.� �Y.��1 s�►t�♦�♦♦�1♦�♦♦�♦1�♦1�♦111► 1 1, 1111 ♦ 1 ♦ „ � •�► ._ • • `11 SIR;" •� ♦ ♦ ♦ ♦ ♦ ♦♦1`Ij�j�♦��R�"1♦�� 1�1�_I�_I�_I�II;� ra_ �.M��..S,: n e I Ix 1 _ II 1 1 - ��♦ ff •• QI-�Hq�s 18215 72ND AVENUE SOUTH m� �2 KENT, WA 98032 (425)251-6222 o (425)251-8782 FAX 2 �Q.`' CIVIL ENGINEERING, LAND PLANNING, �HG ENG�N� SURVEYING, ENVIRONMENTAL SERVICES SAD �F W A Sy1 o Z 24661 ��Fss� 1STE��G�� AL 10/28/20 EA. CB I #553 I I I STATIC W.S. EL = 87.25 I I Rly 97.15 I I I 8 REVISED PER AS -BUILT CONDITIONS I I I ZTW 0 28 20 ZTW BOTTOM VAULT EL = 86.75 I I IE 195.8 (8"C REVISED GRADES AT TUNNEL PER RFI 466.1 ZTW 2 3 20 ZTW i s CP-02.3 ZTW 0 17 19 ZTW 5 REVISED PER RFI 443.0 ZTW 10 9 19 ZTW SURVEYED: SCALE: VERIICAL NAVD 1988 4 ADDED CROSSWALKS AT EAST SIDE OF BUILDING ZTW 1 31 19 ZTW 1 •'=20' HORIZONTAL- NAD 1983/1991 DESIGNED: 3 REVISED PER CITY COMMENTS IRS 8 24 18 ZTW DRAWN: 2 CP-02 ZTW 7 13 18 ZTW ZTW ONE INCH DATUM 1 CP-03 ZTW 4 2 18 ZTW CHECKED: AT FULL SAS CALE IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVE: SCALE ACCORDINGLY AS ,vRG CITYc OF j RENTON FfuTt7 Planning/Building/Public Works Dept. V Q DATE: GRADING PLAN 3/19/2018 UW MEDICINE - VALLEY MEDICAL CENTER FlELDBOOK: PAGE MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: w 400 SOUTH 43RD STREET RENTON, WA 98055 SHEET: OF: C8 28 I I I w N X J w z U ry U V) 00 N 0 N CD N 00 N \ 0 N E a 0 iT 3 X N i7 3 a� cn I N 0 00 m 0 / x X w m 0 a / N 0 00 CD CD CD 00 Z Lq 2 I. � NORTHWEST SIDEWALK GRADING PLAN M FOR � UW MEDICINE -VALLEY MEDICAL CENTER Q MEDICAL OFFICE BUILDING EXPANSION t. C.D Z Z - � III -° E CB #523 R=66.55' a �a III 12" CMP (NE) IE5' I I TM. STRUCT.=61. AGl I \ I I ICI I � I Bw I fsI � I III I 68.68 FI 69.18 TIC � O I i 69.66 FL A I I I I I 70.16 TIC 4" PVC PERF. WALL FOOTING �� I j I NEW RET LINING WALL. MAT DRAIN. CONNECT TO EXISTING I I � TYPE WIT THE EXISTING L. WALL FOOTING DRAIN OR �\ I I REUSE E I TING BLOCKS I W NEAREST CATCH BASIN I / II I POSSIBL 72 I I EXISTII. IRRIGATION LI TO w I\I I D BE FI D IDENTIFIED ANDI U I I RELO AED AS NEEDED. I \\ .+ '1. III �• I{p w .: D / , 97 NEW HAIND IL A p ° p p -- D p 4 I1rVT\..,II' Ll p "tr D D_ D . n p D� ° I 72.89 FL p. 76.46 TIC p D 81 J 81.1 81.06 TW 78.49 -.-D-. D-------p - ----- -�-.--g==-'�°. -�°- p .. �0.56 BW78. 6 B 5. BW p 81.13 FL =-$� ,� •8 -t I I 1 D ° ° 81.13TCI �Ql� p. p FLUSH �.D p. D D. D .D /9.49 .D 79.42 �. _ n 06 - .17a2% ° I 1.5 _ ' p D .A 7c 44 75.11 FL R N. OF CURB TO REMAIN. 75.15 TC 75.41 FIL I 0 / p. 75.45 TIC D p D ° ° D D D D p . L 80.89 FL 79.74 FL 78.07 FL 81.-- TC 80.24 TIC I 78.57 TIC p � II a DD 80.94 - .p ° ° 80.93 p D D p I �� 1 D D ° INSTALL OPEN GRATE ON SDCO. GRADE LANDSCAPING TO DRAIN TO SDCO. \✓ �� /e I', / / N p p D c D I n 79.22 FL�D.. .�_ 79.26 TC 79.22 FL II \ --- -----�----------------------- - --- 79.26 TC � p D p p °00 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ p __________ __ __________ _ II usl� q(Js 18215 72ND AVENUE SOUTH m� �2 KENT, WA 98032 (425)251-6222 o (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, �HG ENGraN� SURVEYING, ENVIRONMENTAL SERVICES IVA INSTALL 1 1 LID. ' mina�� t- . 1 10 •10 A �-� SA�R �F W A Sy/ a 24661 o�FSSO01STF NA L 10/28/20 5 REVISED PER AS -BUILT CONDITIONS 4 REVISED DUE TO CONDUIT CONFLICT 3 CP-02.2 2 REVISED PER CITY COMMENT 1 CP-02 NO. REVISION ZTW 10/28/20 ZTW I suRvEYED: ZTW 2/23/19 ZTW DESIGNED: ZTW RS 4/25/19 ZTW RS 8 24 18 ZTW DRAWN:ZTW ZTW 7 13 18 ZTW CHECKED: AS BY DATE APPR APPROVED: AS 1 \ \ .S SCALE: 1 "=1 o' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERII NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. CONSTWC'nON RECORD DRAWING THIS CONSTRUCTION RECORDING DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. R-396409 H H L*- F� IN COMPLIANCE WITH CITY OF RENTON STANDARDS I� W U A E: NORTHWEST SIDEWALK GRADING PLAN DAT3/19/2018 UW MEDICINE - VALLEY MEDICAL CENTER FIELDWOK: PAGE: r T, MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: 400 SOUTH 43RD STREET RENTON, WA 98055 SHEET. OF: C8.1 28 a U 00 O N O N \ 00 N O ai E 0 3 0 E I I N O 00 m 0 X w m 0 i 0 i N O 00 U) CD CD CD co w � Z L' Im iT o -n� Zv \ / 41 '/1177LO NEW SDMH #7 TYPE 2-48" L DRAINAGE PLAN 80.73 62.43 _WI SOLID LOCKING LID RIM = $0:$4 EX. 18" SD IE = �7 (18" SE) I EX. CB #569 TYPE 1, \ WI NEW STANDARD GRATE FOR co 0 62.13 I IE _ $7 (18 W) CONTRACTOR TO FIELD VERIFY \ 80.61 RIM = 80�3- 77.06 IE = 77.10-(12" S) \ 77.01 IE _ (12" NE) MEDICINE VALLEY MEDICALCENTER d„1 LOCATION AND DEPTH OF = ___- __= - 1UW EX 18" SD NOTIFY ENGINEER - ___- ___= ° W IF DIFFERENT. _ ___ ' � 9 i EX. CB #570 TYPE 1, MEDICAL OFFICE BUILDING EXPANSION 0 78% WISTANDARD GRATE 51 LF 18" DI SD 0 I I _ _ _ _= ' _- �� I RIM -= 80.60 80.99 �' .27 LF 8" CPEP SD ® 9.61 % \� �l� W °' IE - �6 6� (12" N) 77.74 .. - NEW SDMH #9 TYPE 2-48" - - _ __ �_ \I o D e . Si -DC'( #9 80.92 RIM = $�89 IE = 79.74 (4 NW) g� . - • •„ " . ' . sue. .'_s n _ - - _ - d " ' . - D D . T� I I I I SDCO _ :4 P6RF. �PVC''.FOOTINd..DR;AIN: RIM 80.03 ' 69.52 IE = 70.20 (12" E) - - - - s FD•s-\ - .Co1�I f On�6LaR � ET iD: r: -IE = 75.90 8" N » I ( ) IE = 73.34 (8 S) NEW CB #5 TYPE' 69.77 IE = �26 (EX. 10 S) =r_=-- _ ____ ° ° _ �` �� _IE = 75.90 (EX. 8" SW) _ „ W/ VANED GRATE / ��/ / ✓ �/ / �' =_ - - - ---- '• y IE 73.34 (8 E) » 8.5% -• _ _ �_- _===_- :./ - == I. RIM = �#7,_; �-77.37�/ 14 LF 12 CPEP SD 0 1�% I _ - � - _ // ��9.. ==� ' $ _ 1 -� I IE -98 (12 S) , 74.67 6� i NEW CB #8 TYPE 2-48" p I S 43 LF 8 CPEP SD ®9.82% W/VANED GRATE I =__ - _ ____ DRJOT�FOI�Nfl° t$.CF.:1*�. 1:�� _ Vaal--wa11- .r.e ,� - - ---=1.10% ' ¢.• o %� / / / / INSTALL RISER TEE ___ __ =__- ,. - ' I' • • I ` I 36 LF 4" PVC SD ® 0.14% I Q = _ - - - N; a. ` . p I : 94 ° LF' TRENCH"' .: .:12 .•IE 74:5.; PARKING GARAGE DETAIL PER SHEET C24 ---- -- - _ _ "" : Df. ; ,�'� „> I I .7'"I - --- 44,,44 A »s' Q CL2 :» t2 IE=�0.0 a RIM = 80.63 - _ _-_ - - SAD 3# ;;;%-� A . sl I. 6.7.,' e � . " I , - 26 LF 12" CPEP SD ® 1.04%-- EXPANSION i „ „ __ _ -I D : :�' .D •o . • i° OD s ' D ~ • V • 12 iI5:6Z °. °, .�. ° b. •....8: •1E=7;33 I� / I' cN> EX. CB TYPE 2-72" IE 63.12 (18 E) ==r== -- - 5.32% l _ s �%� _ � r / / " \ _ - - - - 5.02% r 12, '1E�76 25 • :� �' :' I 9 68.33 I E 68.76 (12 W) _- _ _ _ _ = a ; 1 .. • I • 3 �LF s12 CPEP; : z!• -7�.0 . )9 78; / _ i ` / w/ SOLID LOCKING LID I / i / 62 LF 12 CPEP SD ® 6.04% RIM 78.08- / 62.83 IE _ � (18" NW) +-- I SD 0439Yl 30 LF 8 CPEP SD ® - � / W IE = 74.67 EX. 6" SW . o - - - - 2.00% - - - - - 0.20% - -� - / �-_ 1 IE 68.91 (12" S) I U ( ) - _ - ` NEW CB #7 TYPE 1, _______--- ° - -__- _ / EX. CB -_ _ __ �� WI VANED GRATE _ - - „ �1 TO ERE OVED =- -- -- �� 82.46 RIM = &29 _---- _ --- °`• NEW CB #4 TYPE IE 68.91 (30�� SE) RI 4 M -- -- - '83 = ____�-�___- WIHERRINGBONE GRATE ------ - _ IE 68.91 (30 NW) 80 0l - _ 79.36 AE = 12 SE --- p •--------- - o. ----- / .1 " RIM 8O.51 ;�,, , � 80.48 _ , IE 6.4 _2,pS E --_-_- o-------- ------------- - ------ r. -- NEW SDMH #8 TYPE 2-48 --_ / 0 79.36 �E �� (12 N)•-------- - _ „ ---------- -- -- 5.60% � � \ IE 4. / ( -�� _�' _ •> a e IE -�_(12 W); 75.73 • �� - - W/ SOLID LOCKING LID _ 4 = _ / :. '♦�S 1,- I ' :. BOTTOM OF TRENCH ®• • ° a ( 10 LF 12 CPEP SD 0 _ E C w) I _ :: IE . ° 78 2$ d N: _ .p •� •... �- „ / RIM 79 38 79.77 R »: i moo....: c�, j� i� IE I �4 ( "P W) ` ` I I - \\� �� : D ":®:I:`FbRC£ s' '• E =, 78.53 '4g S : I'.. DRAIN ELEVATION - 80.22 N D. , • D„ ..._ 46 LF 8 CPEP SD 0 A. „ �_ " 00%--62 LF 8" CPEP SD 0 1.00%� -- - D --- ---- 4.67% IE _ �0 (12 S) 68;67' . ` `� - - U „ �' \ I/ __ - -___- _------ - _�21 LF 8 CEP S . 1. - - _ - -- / IE = 69.10 8" W ��/�/j \ / 1--1 4 SCH. 40 ERF. PVC - - - - - - - \ - - - - - ( ) - CEMENT F OTING DRAIN. _ \\ _ ____ - - - - - - r-- \ IE _ " 68.92, 12" / ✓�\// A - - - - - SUMP PUMP. 1 1 \\ _ _ _ _ » - -� _ - - 4" SCH. 40 PERF. 81 _ II 1 \( , 82 LF 8 CPEP SD ®1.00% I PVC FOOTING DRAIN I • /� �x� - I \ 1 _ I ` IE �� 12 N 68.77 _ === - I NEW CB #10 TYPE 1 '� �/ � 12.48% BOTTOM OF TRENCH I NEW CB #11 TYPE 2-48" '8 89 LF 18" DI SD ®% EX. S MH #5 b \\'' =-- = - DRAIN ELEVATION = 80.27 I I WI SOLID LOCKING LID 1 2 \ W/SOLID LOCKING LID � <'' _-------��`�d RIM/X602 I I - / \\ _ _ I RIM = 80.48 80.36 / � IE 4.'B I I ' I-n_ STORM DRAINAGE DETENTION VAULT'B' 80.66 RIM = $0:7� I / I (�C W & E ___- _ 136 X21 X7.8 DEEP 1 �_ I 75.06 IE _ �A (8 S) MODULAR WETLAND #1 \ /IE = �40 (8" E) 77.26 I� �\ ---- - MIN TOP EL = 80.3 ROOF DRAIN Co #7 = » ` RIM = 79.42 \ `m _ I I / -6, -___-_ _ - - - RIM = 80.95 75.061E 7530 (8 N) I - IE 4B (8" S) 77.21 / CANOPY LIB I / •1 _ W.S. EL - 77.8 „ 75.06 E _ �53� 8" W \ I IE _ 69.73 (12" SW) a� 44 LF 8" \CPEP SD CaD& W_ o STATIC VVS 70.0 IE 76.13 (8» S) I\ 4 SCH. 40 PERF. PVC IE - 69.23 (12 N) \� U © BOTTOM VAULT EL IE - 76.13 (8 N) ---FOOTING DRAIN TIE-IN IE = 70.0 (4 SW) I \ 2.50% / II I I /'�/ 9 :\:..: ROOF DRAIN CO#6 \ I 1 � DETAIL PER SHEET C23 - a - - - - - \ I = �.. _____ RIM = 80.72 ROOF DRAIN CO #8 I FOOTING DRAIN CO #1 I \\ dl RIM 79.74 J \ \ I II I� I I ^I I "a �= -IE = 76.95 (8" N) RIM = 80.95 I _ I ROOF DRAIN CO #9 ` „ IE 77.7 I NEW SDMH #6 TYPE 2-48 I » RIM = 80.90 29 LF 8 CPEP SD ® 2.18%' U 4"P W, 6"ADS E) -88 , _-' IE = 75.92 (8 S) I IE = 78.00 (8" W) \ I RIM = 83.96 I--� ( I WI SOLID LOCKING LID I - __ IE - 75 92 (8" N) \ IE = 78 36 (8" SE) LEGEND: 23.2 PROPOSED SPOT ELEVATIONS 1 EXISTING CONTOURS 100 PROPOSED CONTOURS - - - - - - 100 - - - - - - PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED HANDRAIL SAWCUT LINE ------------------ PROPOSED TYPE II CATCH BASIN O PROPOSED TYPE I CATCH BASIN PROPOSED STORM DRAINAGE LINE EX. CATCH BASIN (CB) ❑ EX. CATCH BASIN (CB) TYPE 2 O❑ A I 85.68 RIM = 85.96 1 1, , , // I __ ___ 2" D.I. \\ I 1 IE = 79.08 (4" NE)1- NOTES I 74.23 IE = 74.89 (18" W) I 6 __ FORCE MAIN \ I » I IE = 78.36 (8'W) I ^ • ` // / -� I IE = 79.08 4 SW ` 1. WHERE PIPES CROSS UNDER TUNNEL, SUBGRADE TO COMPACTED TO 1 74.53 IE _74.8r(EX. 18" SE)i I ___ \ ( ) _ \ \\ 95% MAXIMUM DENSITY - - I I 4 SCH. 40 PERF. / TYPE - - - - - �i I PVC FOOTING DRAIN I I I 1 Ba I a9 - NEW PROPOSED 2. WHERE PIPES CROSS UNDER TUNNEL, PIPES ARE TO BE ENCASED �■■1 I E 18t` SD I I I I RIM = 66�0. I - O l I AREA DRAIN #2 1 -;�: \ / /' IN CONCRETE IE = 63.50 (2" W)-OUT- M�ICAL OFFICE \--- I RIM = 81.88 IE = 58.40 (4" N)� � j.BUILDING �� IE = 80.14 (8" NE) \ I __ _ ` �� IE 63.50 (4" S) IN I FF-81.0 - -- I - �89 v �`' , ' _`_ _-� _ 7�5 - -f 1 18 LF 8" DI SD ® 6.47% / 2) __- M_-OF SUM 56.00--------- - o RNiv7 ----SEE]lEC AL I'I�INR DETAIL -------------- I / I 4 _ \ I 4 SCH. 40 PERF. PVC I AREA DRAIN#1 ___________ _ ® = DOTING DRAI C EANOUT \ I BASEMENT FOOTING I RIM = 88.25 1 DRAIN. CONNECT TO I IE = 79.00 (8" SW) ___________- --- 0 I >. \ SUMP PUMP. I - ___________- ---- I. I I IE - 79.00 (8 NW) ------------ -- ---- \ F �_ NEW CB 18, TYPE 1, \ � _ � _ (- �� I I �'• W/ VANED GRATE \�� 1 UNDER SLAB LAS B DRAIN IPE I RIM = 81.0 =_== .6" SCH 40 PERF. PIPE TO BE 84.65 RIM -= $4:4-31 » \ \ 1 PER DETAIL SHEET C18 I IE = 78.0 (2" S) OUT =__ _ INSTALLED WITH INVERT AT EX C 588 I I I o �- 81.70 IE - S7g (2 E) „ IE = 77.5 (6" N) IN =_ = BOTTOM OF CAPILLARY BREAK \ I g n 4 SCH. 40 PERF. PIPE RI 7 �9 I I I �.� 81.70 IE = 8�75• (12 NW) I BOTTOM OF SUMP = 75.5 _ IE=78.0f, CONTRACTOR TO VERIFY E 78 6"P E // I I I I '' 9 ^� \ _ 4" SCH. 40 PERF. I � UNDER SLAB DRAIN _ SEE MECHANICAL PLANS FOR DETAIL _____= " "`� \ ' I n u��r rIA __________ _ ROOF DRAIN CO#5 / ( ) / I II I I I II 11 4" SCH. 40 PERF. PVC FOOTING DRAIN I ESL-��'v I _______ __-_ _= RIM = 97.34,\\ / I I I I = PVC FOOTING DRAIN 26 LF 8" CPEP I CONNECT 2" FORCE MAIN =____ _ =_ = IE = 92.00 (8" N) II i r\ NOTES 1. PIPES CONNECTING TO EX. CB#583 FROM THE EAST AND WEST ARE NOT DEPICTED ON THE TOPO. CONTRACTOR TO FIELD LOCATE ALL EXISTING STORM LINES AND STRUCTURES IN THE PROXIMITY OF THE PROPOSED TUNNEL AND NOTIFY ENGINEER IF DIFFERENT. ALL PIPES CONNECTED TO EX. CB#583 SHALL BE REROUTED TO NEW CB#8. 2. CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF EX. 10" STORM LINE PRIOR TO INSTALLATION OF SDMH #9. CONSTRUCTION RECORD DBtWJM 0 O W COPY OF APPROVED CONSTRUCPON DRAWINGS PREPARED : BARGHAUSEN CONSULTING1 HAS BEEN EDITED • REFLECT : • 1 ONS. THE INFORMATIONPROVIDED ON ••1 DRAWNGS IS A COMBINATIONOF 1 - 1uJT1&1?j_L6m*M • 1 1• 1 ZZ FIELD REVISIONS. •, •• 37 LF 12" CPEP SD 0 1.00 89.49 89.5E) : • - P■e■euuuu■u■uw■unnp•p■n■■........ an■unn,n■en•■nuu■un•n,,nn.■■■■■uuuuuuuuuuu■■■■ur.•iril•eu.■• �. , 1 1 1 unn......nnonnuuuuuu �, �_-CONTRACTOR TO FIELD LOCATION 1 ' A I • .: • I I • • • : 1 VERIFY • ` • --ELEVATION OF EX. 30" 1 q • ---CONSTRUCTION OF • �� • 1 fi� • • • • • ► _ �Nk - � � j • 11 : ! 1 � • • 1 i • • iiiiiiOaiiiiiiiiiiooiir viiiiiioiiiiiii iiiiiiiiiiiiiiin: i�/. � _I I • � 31I - 1 � � ■ • � % • - I• • 1 I II • • I ioiiruiiaiioioiaiimmoi �irzioovv -z,.i .ii�iioiiiiioiaiaiiiiii uoioiii'o^ooioiiioiiii�iii��o��oioiiaioiiiiii�ioo�� rvussssssror,. � . 96.05 RIM I ME • ' - • . • • • 1 = _= -�i' -� _� =�i►TQ�►'�li�'e y�1'�� 1�� ► V _�• 11AM_1��11��_I�1_I� :1 • • 1 =- _ ��1�11�Ij�11�1�11�1�rs!i. f! WAR 'y'rs�111 _ _ _ _-ON ZMWA _ _ - - _�...� OVER CONCRETEWA�A- RI M 97.56 5 RAIN NOMN ROAD DETENTION VAILM /. I • • I •. 1 1 1 • 1 •• •• 1 1 : A 18215 72ND AVENUE SOUTH �REVISED PER AS -BUILT CONDITIONS • , re' '11 1 DRAIN •. W©' 1 1 - re' 1: E.. • :: REVISED STORM DRAINAGE CO CIVIL ENGINEERING, 1 PLANNING, WAV E GSURVEYING, ENVIRONMENTAL SERVICES NEW CB #2 TYPE 1, _J // I II I I I / �� ROOF DRAIN CO #2 SD ®1.00% I TO 6" ROOF DRAIN. I -rz _ ___ ___ IE _ 92.00 (8" S)\\_ \ P \ \ �\ •• WI VANED GRATE /, I I I I \ 92, RIM_- 97.22 INSTALL BACKFLOW VALVE I ______ __ I \ \ NEW SDMH #5 TYPE 2-54 94.72 RIM 34.70 // I I I I I I $ oo IE = 91.48 (8" S) RIM F D97.220#3 I =_____ _ ______ __= I \ RI SOLID LOCKING LID I UPSTREAM OF CONNECTION I 91.32 IE = 91.30 (12" NE) I J I I I \ I ' ' � IE = 91.48 (8" N) IE = 91.22 (8" S) I =______ __ _ __ ______ \\\ \ , EM= 86.-4-3 (30" S) 86.29 91.27 IE = �0 (12" W) // (� J 1 J I \ _ ROOF DRAIN CO #4 __-- -- - I IE = �43 30 N 86.24 I ) I ROOF DRAIN CO #1 IE 91.22 (8" N) RIM- 97.22,-\ Imo_ __________ ____ I \ . ( ) RIM = 94.77 1 _ I __-_____________ ___= ROOF DRAIN CO #10 \ IE = 86.43 (12 E) EX. SDMH#558 TYPE 2-48" I l�-I- �' ' ��: IE 90.99 (8" S) �� _ __ EX. CB TYPE 2-54" 94.24 RIM =35 I I /� _ -IE = 92.00 (8" N) _ _ _ �� - --- _ -_ __ _. _ I " •_ -:. __ -RIM 96.50 n » I IE 90.99 (8 N)- _ ___ ___ ==IE = 92.37 (8" S) \ w/ SOLID LOCKING LID 89.54 IE = -89.60 (18 E)» I / III I / I \� 23 LF 8" CPEP- IE = 90.66 (12" E)- I - •37 LF 8" CPEP=;; - �\ �� \\ RIM -= 94.46 " 89.79 IE _ �9�9 (EX. 18 S) I / I I /o I = 52 LF 8 CPEP SD 01.00% - SD 0 1.00% - SD 01.00% _ _ _ _ _- _ _ - _ _ _ _ _ IE - 86.31 (30 S) ..,--rr rrrrrrrrr- -- p ---a= __ -r=_ � _. » . _-------------r��= -___ ---�-- _____ n _ n n I / =-- ==- _ =========== =- --= : ====== = - _ =___ _ _ _ _ _ _ =---- ---------- ----- ----- ---_ - - - 86.31 (30 W) 10 LF 18 CPEP SD 0 I°;--____=101 LF 8 CPEP-------_=___=___' 7 - _ _ \ \SD ®1.00% _ 2 SD 0 C3.50%\\IE \ ' r NEW SDMH #4 TYPE 2-54"■ �I _ 0.50% �, ° °.--•� �': _ • _ BOTTOM OF TRENCH .. ..,- gam\ \ °.• � W/ SOLID LOCKING LID \ ZTW 10/28/20 ZTW ZTW 3 2 20 ZTW ZTW 10 9 19 ZTW SURVEYED: SCALE: ZTW 7 16 18 ZTW 1 "=20' DESIGNED: ZTW ZTW 4 25 18 ZTW ZTW 4 10 18 ZTW DRAWN: ZTW ONE INCH ZTW 4/2/18 ZTW CHECKED: AS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: AS 94.25 STATIC W.S. EL = 87.25 BOTTOM VAULT EL = 86.75 VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. F--1 0 H A I?- 396410 04 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W C� W U I A STORM DRAINAGE PLAN DATE:3/7/18 UW MEDICINE - VALLEY MEDICAL CENTER FIELDWOK: PAGE: W MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: 400 SOUTH 43RD STREET RENTON, WA 98055 SHEET: C9 OF: Q0 C) O I Q w ai 0 U (n !Z N 0 N O N 00 N 0 E \ 0 0 m 0 11 N Cn 0 00 i m 0 x X w m 0 co 0 N 0 00 V 0 0 0 00 Z H C= i7 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES SADR �F W A Syi cn z 24661 O�FSS� 1STE��G��k`` AL 10/28/20 STORM DRAINAGE PLAN AND PROFILE FOR UW MEDICINE - VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION •A .m 75 70 y -1 1+00 W CB III-i;i; - NE I& L::::--- 0.78% 0 89 LF 12.48% I Ili11i�;� /p I, 51 LF 18" DI SD @ $§.; SD ® Illhhhllll /1.1 11111111111111111 '� 111111111� 11 G 11111�111�11111�11�J��1;;r..-��p� I i-r ,�,•,q•, NEW SDMH #V 1 111111111111111111 '1.1.111i111 11111111' I it 1 1 1 1 1111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1/ I I •�1��111,; �1�111�1111;1�It�I�11III ,I,I,1 I ,I,,,,,,,,,, ,, ,,�,I 1111I l l l l l l l l r %'I1111111 111111111111 11l11111,i,i111111� 111111111111111;� illlll 111111111111�111111111111111111111 1 1111111111111�11�1,11,;�(1�,,t, � ,11111111,11�1,11 11111111111111 �11111�11111111111119'III'1•Ilt i11111�111�1�11111111111111111 +t,t,t,t,t,I,I,ylT�1.1.111 � .1,�11 1 1,1t1111111111 1 11111 �� NEW SDMH #7 2+00 3+00 STATION 2+00 TO 3+11.72 1 "=30' HORIZONTAL 1 "=5' VERTICAL SURVEYED: 4 REVISED PER AS -BUILT CONDITIONS ZTW 10/28/2C ZTW DESIGNED: Q3 REVISED SEWER AND STORM AT TUNNEL AREA ZTW 4 25 18 ZTW ZTW P REVISED STORM DRAINAGE AT TUNNEL ZTW 4 10 18 ZTW DRAWN: ZTW 1 CP-03 ZTW 4 2 18 ZTW CHECKED: NO. REVISION BY DATE APPR AS APPROVED: AS 4+00 SCALE: 1 "= 30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY •N 85 75 70 UR C� � 4+50 VERnCAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M av Y oo�� o000000 \\\\� IIIIII\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORDING DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. N O O roo-oll 04 Pool NOTES W-4 1. WHERE PIPES CROSS UNDER TUNNEL, SUBGRADE TO COMPACTED TO O 95% MAXIMUM DENSITY 2. WHERE PIPES CROSS UNDER TUNNEL, PIPES ARE TO BE ENCASED IN CONCRETE U Q R-396411 IN COMPLIANCE WITH CITY OF RENTON STANDARDS w U Q CITY OF • RENTON STORM DRAINAGE PLAN AND PROFILE U W MEDICINE - VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION DATE: 12/29/2017 W FIE BOOK: DRAWING NO: Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET RENTON, WA 98055 SHEET: OF: C12 28 Q0 C) O I Q W I I I I a� x J_ W Z U 0 U N O N O N 00 N 0 E \ 0 0 m 0 I I N O O 00 i m 0 X W m 0 0 N 0 00 O 0 0 00 z� B izz 17 QI-IRHq�s 18215 72ND AVENUE SOUTH m� �2 KENT, WA 98032 (425)251-6222 o (425)251-8782 FAX 2 �Q.`' CIVIL ENGINEERING, LAND PLANNING, �HG ENG�N� SURVEYING, ENVIRONMENTAL SERVICES t 110 DA •m .0 85 DO 75 70 STORM DRAINAGE PLAN AND PROFILE FOR UW MEDICINE - VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION EX. CB#557 —35 IF 10.51% PROPOSED GRADE PEP SD 5.95— EXISTING 00,0= GRADE LJ 6- 'AFOAM WIT'' Er .51 .61 M. .56% 97.60 94.05 TYPE - u 94.24 = _ — 95.74 89.54 — » 86.29 IE = 96.05 0 IF " 87.80 0.50% 90.65, 12" — " 86.24 = ■ _ " 87.80 -NEW SDMH - —36 94.99 - SOLID L LID H 97.05 89.34 — 4.28% _ " 87.05 97.14 RIM 89.49 - 87.15 86.44 = 90.09 = - " 87.05 86.44W . O 00 Op O 17 . to 1p 00 . 1..0 c0 O) rn O� . � On . O 0 N ,.� O r . tD LO O n 00 N c . LO � In . 00 On O b �M diui LnLo Lnto � Ln(6 �(0 Q0to co^ Cr CDr- �r- Q0r- �r- cr Q0to CDvj 2+25 SADR �F W A Sy', cn z 24661 ��Fss� 1STE��G�� AL 10/28/20 4+00 5+00 STATION 3+20 TO 6+72.97 1 "=30' HORIZONTAL 1 "=5' VERTICAL 2 IREVISED PER AS -BUILT CONDITIONS 1 CP-03 0 61 11.00M Me, SURVEYED: DESIGNED: zTW ZTW 10/28/2C ZTW DRAWN` ZTW ZTW 4 2 18 ZTW CHECKED: AS BY DATE APPR APPROVED: AS . ere SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M 7+00 0 m •m 85 0 75 70 7+50 CITY OF RENTON Planning/Building/Public Works Dept. ��0� IIIIIIoo�0000000000000 CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORDING DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. R-396412 N O O FD IN COMPLIANCE WITH CITY OF RENTON STANDARDS W V r� M Q DATE: STORM DRAWAG E PLAN AND PROFILE 12/29/2017 UW MEDICINE - VALLEY MEDICAL CENTER FlELDBOOK: PAGE W MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: 400 SOUTH 43RD STREET RENTON, WA 98055 SHEET: OF: C13 28 Q0 O I Q w ai 0 U cn !Z N O N O N 00 N O E \ 0 0 m 0 I N O O 00 0] O / X w m 0 / 0 / N O 00 O O O 00 Z B °; rl 17 85 75 70 6+50 '%_G,HA(jS 42 ��oz n U 2 2�G 5 Q- <T�HG ENG\N�� 7+00 STATION 7+00 TO 8+00 1 "=30' HORIZONTAL 1 "=5' VERTICAL 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 1. Cie, �1 SAD �F W A syl A Z 24661 ��Fss��STE��G�� AL ) i i ) STORM DRAINAGE PLAN AND PROFILE FOR UW MEDICINE -VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION NEW CB #6 \ ,! 11/ ■ _ N �/1��%%i1�1111 ' 00 170 LF 12" CPEP SD ®�-6$30 o .�.11.�./fib o — 5.63% o o O o j 44 L F 12 " DI S D® o s ■ 1 1111/11 //IIIIIII,1 /11111111�� 1/1111./�III�/�11�1��,�,1..1 ,, /1/II�,�/I�/�1, .1 • j' �•� •', 1, ` . �. f' � .•I.1.►�•1,11/111:/!/ I�/l�/�/��/�j�jM:1!/11111 1 �11 j/F1�1.111!17•-11111 ...RF. .. 1•. y. LI!•1�1!CI!i1!jljl�li LL.. 8+00 9+00 STATION 8+00 TO 9+60 1 "=30' HORIZONTAL 1 "=5' VERTICAL 4 REVISED PER AS -BUILT CONDITIONS 3 REVISED SEWER AND STORM AT TUNNEL AREA CP-03 0 61 F.00M Me, 85 75 70 65 CV 00 SURVEYED: DESIGNED: ZTW 0/28/2 ZTWZTW ZTW 4 25 18 ZTW DRAWN: ZTW ZTW 4 2 18 ZTW CHECKED: AS BY DATE APPR APPROVED: AS 85 0 75 ILO] CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORDING DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. 'EP 1.10%''� —10 LF 12" CPEP SD @ 5.60% /VANED GRATE n 77.37 = — 74.67 RIM 79.42 NCB Wl D = RIM = 82.46 _ 1.10% 8WH 0, TYPE — 79.36OSED 79.36OF ID ING_LI STING R4W— 79.77 68.67 5.0_2% " — --- -- -- 68.92, 12" __ 68.77 811 —76.70n IN 2" OUT IF 70 On 5.60% o . . . MAX INS— N O M O (Np r p r- to cO (Np r7 N CEO N O� O 6) IM N 00 N N 00 N 00 00 00 00 O DO O DO O 00 O 00 O O DO 00 O O(m OO 00 n � I,— 00 10+00 t1+00 12+00 13+00 13 SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY STATION 9+60 TO 12+38.54 1 "=30' HORIZONTAL 1 "=5' VERTICAL R-396413 75 m P= 9 9 IN COMPLIANCE WITH CITY OF RENTON STANDARDS � I� W V Q DATE, VERTICAL 1988 HORIZONTAL: NAD 1983/1991 W CITY OF STORM DRAAG E PLAN AND PROFILE 12/29/2017 "'RUW MEDICINE - VALLEY MEDICAL CENTER Pnc BOOK: DATUM R E N TO N MEDICAL OFFICE BUILDING EXPANSION DRAWING N0: W 1.4 Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET 0 RENTON, WA 98055 SHEET: OF: C14 28 Q0 C) I Q W 0 U (n !Z N O N O N 00 N 0 a� E \ a) 0 0 m 0 I N O O 00 0] O / x X w m 0 / 0 / N 0 00 O CD CD 00 Z B izz 17 STORM DRAINAGE PLAN AND PROFILE FOR UW MEDICINE - VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION Tl 85 zel 75 70 u \00m I000�o 2.50% - • 80.66 RIM= 75.06 IE- 75.06 IE— " 75.06 IE= ROPOSED STING ,- ADE _ 0.20% ROOF DRAIN #9 — M _ M e 4.67% 80.36 4- DI IVMP - 7756 77.26 IE= " 77.21 IE _ (8" S) 00 I N pMj N to ro O) ^ N 00 w 00 w 00 Do CO Cc 00 DO 00 c DO 11+50 12+00 13+00 STATION 12+50 TO 13+77.41 1 "=30' HORIZONTAL 1 "=5' VERTICAL 18215 72ND AVENUE SOUTH � SA�R �F WAS ys KENT, WA 98032 �� SURVEYED: (425)251-6222 4Z (425)251-8782 FAX DESIGNEDZTW �Fi?4661��0 �� 2 REVISED PER AS -BUILT CONDITIONS ZTW 0/28/2 ZTW °f�W"` �yy CIVIL ENGINEERING, LAND PLANNING, Fss�ONA L1EE�G\� Al CP-03 ZTW 4 2 18 ZTW CHECKED: SURVEYING, ENVIRONMENTAL SERVICES in��a��n AS NO. REVISION BY DATE APPR APPROVED: 14+00 SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 85 0 75 70 14+50 CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORDING DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. R-396414 IN COMPLIANCE WITH CITY OF RENTON STANDARDS H I� W U W Q VERnCAL: NAVD 1988 DATE: HORIZONTAL- NAD 1983/1991 CITY OF STORM DRAINAGE PLAN AND PROFILE 1DBOOK: o17 UW MEDICINE - VALLEY MEDICAL CENTER P BOOK: DATUM RENTON MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: W Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET RENTON, WA 98055 SHEET: OF: C15 28 X J_ W Z U 0 U (n N 0 N O N 00 N O N E N 0 0 3 m 0 N Cn O Ib 1-11 O x x w m 0 V) 0 N 0 O 00 i 0 0 0 Ib z L a 17 v TUNNEL PLAN it MEDICINE = VALLEY MEDICAL CENTER UW MEDICAL OFFICE BUILDING EXPANSION O ° p. a 4 p p 0. 4q. p p 4 0D W I p oD n 4 i aOD CID 4 • � p 4 / I p a 4 Q ---------- ------ ------------ 0 -0"*4% 18215 72ND AVENUE SOUTH m� �Z KENT, WA 98032 (425)251-6222 o (425)251-8782 FAX 2 zo �Q.`' CIVIL ENGINEERING, LAND PLANNING, /lye ENG�N� SURVEYING, ENVIRONMENTAL SERVICES 4 REVISED PER AS —BUILT CONDITIONS /3 REVISED SEWER AND STORM AT TL \ rp_ ; NO. REVISION N4 8y ss STATION 14+00 TO 15+69.32 1 "=30' HORIZONTAL 1 "=5' VERTICAL SURVEYED: DESIGNED: ZTW ZTW 0/28/2 ZTW AREA ZTW 4 25 18 ZTW DRAWN. ZTW I ZTW 4 2 18 ZTW CHECKED BY DATE APPR APPROVED: AS ME CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORDING DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. R-396415 C.� N S U 00 c.� IN COMPLIANCE WITH CITY OF RENTON STANDARDS I� w U W Q SCALE: DATE: 1"=5' HGRIOWA�1983/1991 TUNNEL PLAN 1DBOOK: o17 CITY OF [;%Rl RENTON UW MEDICINE - VALLEY MEDICAL CENTER FlELDBOOK: vugv MEDICAL OFFICE BUILDING EXPANSION PAGE DATUM DRAWING N0: W ONE INCH ICI AT FULL SCALE Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET i--1 IF NOT ONE INCH SCALE ACCORDINGLY RENTON, WA 98055 SHEET: OF: C16 28 N O LO O S a w Z w Q0 C) C'7 0 I Q W U Cn 0 N 0 N 0 N 00 N 0 0 0 U E I 0 I N O O 00 i m 0 X w m 0 0 N 0 00 U 0 0 0 00 z� H izz 17 Surface Water Standard Plan Notes and Example of Construction Sequence Surface Water Standard Plan Notes 1. These notes shall appear on projects for the surface water utility. 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. 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 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 plans. all corrections shall be at no additional cost to the City. 4. 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. 5. A copy of these approved plans must be on the job site whenever construction is in 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 approved with a written decision by the City of Renton. 7. It shall be the applicant's/contractor's responsibility to obtain all construction easements necessary before initiating off -site work. Easements require City review and approval prior to construction. 8. Franchised utilities or other installations that are not shown on these approved plans shall not be constructed unless an approved set of plans that meet all requirements of Chapter 4 of the Surface Water Design Manual are submitted to the City of Renton. 9. Datum shall be NAVD 88 unless otherwise approved by the City of Renton. Reference benchmark and elevations are noted on the plans. 10. Any dewatering system necessary for the construction of stormwater facilities musk be submitted to the City for review and approval. 11. All utility trenches and roadway subgrade shall be backflled 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. Rack 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 - 700/o 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. FIBERMESH REINFORCING 6" PORTLAND CEMENT CONCRETE ROC C COMPACTED DEPTH CRUSHED SURFACING BASE COURSE Q, O v d d ° c 0 0 0° ° a °o o 0 00 0 0 0° o ao°0o 0 ° 0° 0 0 0 0° 000 go 00 00 °aco 8 o C 12" SUBGRADE COMPACTED TO 95% CONCRETE PAVING SECTION NOT TO SCALE HA(jS 42 n U 2s� �C, Q` <T�HG ENG 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES CONSTRUCTION NOTES AND DETAILS FOR MEDI INE - VALLEY UW MEDICAL CCENTER 22. Drainage outlets (stub -outs) shall be provided for each individual lot, except for MEDICAL OFFICE BUILDING EXPANSION those lots approved for infiltration by the City. Stub -outs shall conform to the following: a. Each outlet shall be suitably located at the lowest elevation on the lot, so as to 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 -flawing, positive drainage to an approved stormwater conveyance system or to an approved outfall location. b. Outlets on each lot shall be located with a five -foot -high, 2" x 4" stake marked "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 a trench with a tracing wire above or other acceptable detection. d. Private drainage easements are required for drainage systems designed to convey flows through individual lots. 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, television). f. All individual stub -outs shall be privately owned and maintained by the lot home owner. 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. 23. All disturbed pervious areas (compacted, graded, landscaped, etc.) of the development site must demonstrate one of the following: The existing duff layer shall be staged and redistributed to maintain the moisture capacity of the soil, OR; Amended soil shall be added to maintain the moisture capacity. 24. Proof of liability insurance shall be submitted to the City prior to construction permit issuance. 25. €ssuance of the building or construction permits by the City of Renton does not relieve the owner of the continuing legal obligation and/or liability connected with storm surface water disposition. Further, the City of Renton does not accept any obligation for the proper functioning and maintenance of the system provided during construction. 26. The Contractor shall be responsible for providing adequate safeguard, safety devices, protective equipment, flaggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of work. Any work within the traveled right-of-way that may interrupt normal traffic flow shall require a traffic control plan approve by the Public Works Department, Transportation Systems Division. All sections of the WSDOT Standard Specifications 1-07-23 Traffic Control shall apply. 27. Project located within the aquifer protection area (APA) shall comply with Special Requirement #6 of the Surface Water Design Manual and Aquifer Protection Regulations (RMC 4-3-050). RESERVED PARKING (WHITE) (BLUE) INSTALL SIGN PER 12"x 18" SIGN CBC 112913.4 STATE DISABLED PARKING PERMIT REQUIRED TEXT ACCORDING T LOCAL JURISDICTIO VAN REQUIREMENTS �1 SAD �F WAWAS1y� V �-A cn z ��Fss24661 ST�E ��AL �v ACCESSIBLE Q a Y MIN. FINE z_zZ¢ $250 Y �3� o Zc� �O>w N �F o�mo C, (Z L Z<-`� m oJ0 O J C O Z ¢ J w o 0 3 +� C.7mQU w � STENCILED SIGN o w o w HEIGHTS ACCORDING TO LOCAL REQUIREMENTS ¢Wow IF SIGN IS LOCATED IN PEDESTRIAN TRAFFIC, o Z LOCATE BOTTOM OF SIGN AT +6'-8" ABOVE w `<"QN� = WALKING SURFACE = FLEXIBLE POST ON SHORT POLE INSTALLATIONS ZUMAR INDUSTRIES (800) 426-7927 OR MARKING DETAIL (Accessible Parking) NOT TO SCALE 2 IREVISED PER AS -BUILT CONDITIONS CP-03 Vile] REVISION Q iY V) 0 4" 6' 2 1 /2" TWO #3 BARS z I I 9 13/16" HOLES 8„ MIN. PLAN VIEW 10" MAX. NON -SHRINK GROUT I I.- - - - - - - - - - - - - -- L I I 'ED ELEVATION 2" 3:1 SAND AND CLEARANC__J L E ' ' CEMENT GROUT 00 z 1" DEPTH (TYP.) TWO #6 BARS-////[ ATTACHMENT DETAIL CONCRETE CURB STOP NOT TO SCALE PARKING SIGN (DETAIL 3A) NOT EXCEED 2% MAXIMUM SLOPE IN - ANY DIRECTION SHALL CURB STOP PARKING AREA 4 WIDE BLUE STRIPE (TYP). 36"x36" STENCILED SIGN (DETAIL 313) NO PARKING /z_ ALIGN 9'-0" (VAN) SEE SITE PLAN 5'-0" CAR ADA PARKING REQUIREMENTS NOT TO SCALE 3 �1%�� 7X' 3 5 pa ■■■■w u■ 1 1 3'-0" / 1 ACCESS AREA 4" WIDE PAINTED STRIPES (TYP.) N (�1 /WHITE PAINT FIGURE PAINT -� CONTRASTING BLUE BACKGROUND WHITE BORDER PAVEMENT INTERNATIONAL SYMBOL OF ACCESSIBILITY NOTES: A. SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL. B. BOTTOM OF SYMBOL TO BE LOCATED FLUSH WITH ACCESS DRIVE,CENTERED ON PARKING SPACE. C. SYMBOL IS REQUIRED TO CONTRAST WITH BACKGROUND. INTERNATIONAL SYMBOL OF ACCESSIBILITY NOT TO SCALE SURVEYED: DESIGNED: zw ZTW 10/28/2C ZTW DRAWN: Z1 W ZTW 4/2/18 ZTW CHECKED: AS BY DATE APPR APPROVED: AS SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 1988 HORIZONTAL' NAD 1983/1991 DATUM 4" CONCRETE WALK (BROOM FINISH) WITH 6X6 - W1.4XW1.4 W.W.F. PULVERIZED TOPSOIL (TYPICAL LANDSCAPE AREA) SEE SITE PLAN FOR WIDTH SLOPE TO 2" BELOW THE TOP OF SIDEWALK-, TOOLED JOINT-, X % ,I - 2" COMPACTED DEPTH CRUSHED ROCK BASE COURSE COMPACTED BASE TO 95% DENSITY TYPICAL SECTION IN LAWN AREAS NOTES SL E OPE 1 % MIN. a � d p o 00 0o a so 0 00 1 " RADIUS ON EDGE 6', ADJACENT PAVEMENT Q0 a I (0 00 N vd a / 90 g 'o�o� °� �--I o °° °.0 °° TYPICAL SECTION ADJACENT TO DRIVES A. SIDEWALKS WIDTH VARIES (WIDTH PER PLAN) CONTROL JOINTS TO BE PLACED AT SPACING EQUAL TO SIDEWALK WIDTH. B. PROVIDE EXPANSION JOINTS AT 28' TO 30' O.C. MAXIMUM. C. WHEN WALK IS ADJACENT TO THE BUILDING PROVIDE 3/8" X 4" IMPREGNATED FIBERBOARD. ON -SITE CONCRETE SIDEWALK W/6" RAISED CURB NOT TO SCALE 3" COMPACTED DEPTH HMA PAVEMENT 6" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE (CSBC) Oub uuuu O o uo 0 0 uu u`� 0` �o °o 000 00 0 °° ° °0 080 0 0 0 0 0° 0 o 00 0 0 00 000 000 00 00 1;�Rc ° 0 080 0 0 0 0 °00 0 00 0 0 0 0 00 000 o00 00 00 0 0 00 COMPACTED BASE PAVEMENT SECTION NOT TO SCALE all A" MIN TYPICAL LOCATION OF SPOT ELEVATIONS ASPHALT EXTRUDED CEMENT CONCRETE CURB DETAIL NOT TO SCALE SLAB ON GRADE (PER STRUCTURAL DRAWINGS) #10 CRUSHED STONE o °o 0 oa Z CRUSHED ROCK, OMIT o - o GLACIAL TILL MIRAFI 140N GEOTEXTILE ON 3 SIDES / 4" PERF. PIPE 3/4"-1 Y2" WASHED ROCK SOILS PREPARED PER 18\/ GEOTECHNICAL REPORT UNDER SLAB DRAIN DETAIL NOT TO SCALE CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORDING DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. AnkL CITY OF RENTON Planning/Building/Public Works Dept. R-396417 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W V Q DATE: CONSTRUCTION NOTES AND DETAILS 1o17 FlELDBOOK:BOOK: UW MEDICINE - VALLEY MEDICAL CENTER PAGE r T , MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: w 400 SOUTH 43RD STREET 0 RENTON, WA 98055 SHEET: OF: C18 28 CONCRETE PAVING SECTION NOT TO SCALE HA(jS 42 n U 2s� �C, Q` <T�HG ENG 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES CONSTRUCTION NOTES AND DETAILS FOR MEDI INE - VALLEY UW MEDICAL CCENTER 22. Drainage outlets (stub -outs) shall be provided for each individual lot, except for MEDICAL OFFICE BUILDING EXPANSION those lots approved for infiltration by the City. Stub -outs shall conform to the following: a. Each outlet shall be suitably located at the lowest elevation on the lot, so as to 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 -flawing, positive drainage to an approved stormwater conveyance system or to an approved outfall location. b. Outlets on each lot shall be located with a five -foot -high, 2" x 4" stake marked "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 a trench with a tracing wire above or other acceptable detection. d. Private drainage easements are required for drainage systems designed to convey flows through individual lots. 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, television). f. All individual stub -outs shall be privately owned and maintained by the lot home owner. 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. 23. All disturbed pervious areas (compacted, graded, landscaped, etc.) of the development site must demonstrate one of the following: The existing duff layer shall be staged and redistributed to maintain the moisture capacity of the soil, OR; Amended soil shall be added to maintain the moisture capacity. 24. Proof of liability insurance shall be submitted to the City prior to construction permit issuance. 25. €ssuance of the building or construction permits by the City of Renton does not relieve the owner of the continuing legal obligation and/or liability connected with storm surface water disposition. Further, the City of Renton does not accept any obligation for the proper functioning and maintenance of the system provided during construction. 26. The Contractor shall be responsible for providing adequate safeguard, safety devices, protective equipment, flaggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of work. Any work within the traveled right-of-way that may interrupt normal traffic flow shall require a traffic control plan approve by the Public Works Department, Transportation Systems Division. All sections of the WSDOT Standard Specifications 1-07-23 Traffic Control shall apply. 27. Project located within the aquifer protection area (APA) shall comply with Special Requirement #6 of the Surface Water Design Manual and Aquifer Protection Regulations (RMC 4-3-050). RESERVED PARKING (WHITE) (BLUE) INSTALL SIGN PER 12"x 18" SIGN CBC 112913.4 STATE DISABLED PARKING PERMIT REQUIRED TEXT ACCORDING T LOCAL JURISDICTIO VAN REQUIREMENTS �1 SAD �F WAWAS1y� V �-A cn z ��Fss24661 ST�E ��AL �v ACCESSIBLE Q a Y MIN. FINE z_zZ¢ $250 Y �3� o Zc� �O>w N �F o�mo C, (Z L Z<-`� m oJ0 O J C O Z ¢ J w o 0 3 +� C.7mQU w � STENCILED SIGN o w o w HEIGHTS ACCORDING TO LOCAL REQUIREMENTS ¢Wow IF SIGN IS LOCATED IN PEDESTRIAN TRAFFIC, o Z LOCATE BOTTOM OF SIGN AT +6'-8" ABOVE w `<"QN� = WALKING SURFACE = FLEXIBLE POST ON SHORT POLE INSTALLATIONS ZUMAR INDUSTRIES (800) 426-7927 OR MARKING DETAIL (Accessible Parking) NOT TO SCALE 2 IREVISED PER AS -BUILT CONDITIONS CP-03 Vile] REVISION Q iY V) 0 4" 6' 2 1 /2" TWO #3 BARS z I I 9 13/16" HOLES 8„ MIN. PLAN VIEW 10" MAX. NON -SHRINK GROUT I I.- - - - - - - - - - - - - -- L I I 'ED ELEVATION 2" 3:1 SAND AND CLEARANC__J L E ' ' CEMENT GROUT 00 z 1" DEPTH (TYP.) TWO #6 BARS-////[ ATTACHMENT DETAIL CONCRETE CURB STOP NOT TO SCALE PARKING SIGN (DETAIL 3A) NOT EXCEED 2% MAXIMUM SLOPE IN - ANY DIRECTION SHALL CURB STOP PARKING AREA 4 WIDE BLUE STRIPE (TYP). 36"x36" STENCILED SIGN (DETAIL 313) NO PARKING /z_ ALIGN 9'-0" (VAN) SEE SITE PLAN 5'-0" CAR ADA PARKING REQUIREMENTS NOT TO SCALE 3 �1%�� 7X' 3 5 pa ■■■■w u■ 1 1 3'-0" / 1 ACCESS AREA 4" WIDE PAINTED STRIPES (TYP.) N (�1 /WHITE PAINT FIGURE PAINT -� CONTRASTING BLUE BACKGROUND WHITE BORDER PAVEMENT INTERNATIONAL SYMBOL OF ACCESSIBILITY NOTES: A. SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL. B. BOTTOM OF SYMBOL TO BE LOCATED FLUSH WITH ACCESS DRIVE,CENTERED ON PARKING SPACE. C. SYMBOL IS REQUIRED TO CONTRAST WITH BACKGROUND. INTERNATIONAL SYMBOL OF ACCESSIBILITY NOT TO SCALE SURVEYED: DESIGNED: zw ZTW 10/28/2C ZTW DRAWN: Z1 W ZTW 4/2/18 ZTW CHECKED: AS BY DATE APPR APPROVED: AS SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 1988 HORIZONTAL' NAD 1983/1991 DATUM 4" CONCRETE WALK (BROOM FINISH) WITH 6X6 - W1.4XW1.4 W.W.F. PULVERIZED TOPSOIL (TYPICAL LANDSCAPE AREA) SEE SITE PLAN FOR WIDTH SLOPE TO 2" BELOW THE TOP OF SIDEWALK-, TOOLED JOINT-, X % ,I - 2" COMPACTED DEPTH CRUSHED ROCK BASE COURSE COMPACTED BASE TO 95% DENSITY TYPICAL SECTION IN LAWN AREAS NOTES SL E OPE 1 % MIN. a � d p o 00 0o a so 0 00 1 " RADIUS ON EDGE 6', ADJACENT PAVEMENT Q0 a I (0 00 N vd a / 90 g 'o�o� °� �--I o °° °.0 °° TYPICAL SECTION ADJACENT TO DRIVES A. SIDEWALKS WIDTH VARIES (WIDTH PER PLAN) CONTROL JOINTS TO BE PLACED AT SPACING EQUAL TO SIDEWALK WIDTH. B. PROVIDE EXPANSION JOINTS AT 28' TO 30' O.C. MAXIMUM. C. WHEN WALK IS ADJACENT TO THE BUILDING PROVIDE 3/8" X 4" IMPREGNATED FIBERBOARD. ON -SITE CONCRETE SIDEWALK W/6" RAISED CURB NOT TO SCALE 3" COMPACTED DEPTH HMA PAVEMENT 6" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE (CSBC) Oub uuuu O o uo 0 0 uu u`� 0` �o °o 000 00 0 °° ° °0 080 0 0 0 0 0° 0 o 00 0 0 00 000 000 00 00 1;�Rc ° 0 080 0 0 0 0 °00 0 00 0 0 0 0 00 000 o00 00 00 0 0 00 COMPACTED BASE PAVEMENT SECTION NOT TO SCALE all A" MIN TYPICAL LOCATION OF SPOT ELEVATIONS ASPHALT EXTRUDED CEMENT CONCRETE CURB DETAIL NOT TO SCALE SLAB ON GRADE (PER STRUCTURAL DRAWINGS) #10 CRUSHED STONE o °o 0 oa Z CRUSHED ROCK, OMIT o - o GLACIAL TILL MIRAFI 140N GEOTEXTILE ON 3 SIDES / 4" PERF. PIPE 3/4"-1 Y2" WASHED ROCK SOILS PREPARED PER 18\/ GEOTECHNICAL REPORT UNDER SLAB DRAIN DETAIL NOT TO SCALE CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORDING DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. AnkL CITY OF RENTON Planning/Building/Public Works Dept. R-396417 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W V Q DATE: CONSTRUCTION NOTES AND DETAILS 1o17 FlELDBOOK:BOOK: UW MEDICINE - VALLEY MEDICAL CENTER PAGE r T , MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: w 400 SOUTH 43RD STREET 0 RENTON, WA 98055 SHEET: OF: C18 28 STENCILED SIGN o w o w HEIGHTS ACCORDING TO LOCAL REQUIREMENTS ¢Wow IF SIGN IS LOCATED IN PEDESTRIAN TRAFFIC, o Z LOCATE BOTTOM OF SIGN AT +6'-8" ABOVE w `<"QN� = WALKING SURFACE = FLEXIBLE POST ON SHORT POLE INSTALLATIONS ZUMAR INDUSTRIES (800) 426-7927 OR MARKING DETAIL (Accessible Parking) NOT TO SCALE 2 IREVISED PER AS -BUILT CONDITIONS CP-03 Vile] REVISION Q iY V) 0 4" 6' 2 1 /2" TWO #3 BARS z I I 9 13/16" HOLES 8„ MIN. PLAN VIEW 10" MAX. NON -SHRINK GROUT I I.- - - - - - - - - - - - - -- L I I 'ED ELEVATION 2" 3:1 SAND AND CLEARANC__J L E ' ' CEMENT GROUT 00 z 1" DEPTH (TYP.) TWO #6 BARS-////[ ATTACHMENT DETAIL CONCRETE CURB STOP NOT TO SCALE PARKING SIGN (DETAIL 3A) NOT EXCEED 2% MAXIMUM SLOPE IN - ANY DIRECTION SHALL CURB STOP PARKING AREA 4 WIDE BLUE STRIPE (TYP). 36"x36" STENCILED SIGN (DETAIL 313) NO PARKING /z_ ALIGN 9'-0" (VAN) SEE SITE PLAN 5'-0" CAR ADA PARKING REQUIREMENTS NOT TO SCALE 3 �1%�� 7X' 3 5 pa ■■■■w u■ 1 1 3'-0" / 1 ACCESS AREA 4" WIDE PAINTED STRIPES (TYP.) N (�1 /WHITE PAINT FIGURE PAINT -� CONTRASTING BLUE BACKGROUND WHITE BORDER PAVEMENT INTERNATIONAL SYMBOL OF ACCESSIBILITY NOTES: A. SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL. B. BOTTOM OF SYMBOL TO BE LOCATED FLUSH WITH ACCESS DRIVE,CENTERED ON PARKING SPACE. C. SYMBOL IS REQUIRED TO CONTRAST WITH BACKGROUND. INTERNATIONAL SYMBOL OF ACCESSIBILITY NOT TO SCALE SURVEYED: DESIGNED: zw ZTW 10/28/2C ZTW DRAWN: Z1 W ZTW 4/2/18 ZTW CHECKED: AS BY DATE APPR APPROVED: AS SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 1988 HORIZONTAL' NAD 1983/1991 DATUM 4" CONCRETE WALK (BROOM FINISH) WITH 6X6 - W1.4XW1.4 W.W.F. PULVERIZED TOPSOIL (TYPICAL LANDSCAPE AREA) SEE SITE PLAN FOR WIDTH SLOPE TO 2" BELOW THE TOP OF SIDEWALK-, TOOLED JOINT-, X % ,I - 2" COMPACTED DEPTH CRUSHED ROCK BASE COURSE COMPACTED BASE TO 95% DENSITY TYPICAL SECTION IN LAWN AREAS NOTES SL E OPE 1 % MIN. a � d p o 00 0o a so 0 00 1 " RADIUS ON EDGE 6', ADJACENT PAVEMENT Q0 a I (0 00 N vd a / 90 g 'o�o� °� �--I o °° °.0 °° TYPICAL SECTION ADJACENT TO DRIVES A. SIDEWALKS WIDTH VARIES (WIDTH PER PLAN) CONTROL JOINTS TO BE PLACED AT SPACING EQUAL TO SIDEWALK WIDTH. B. PROVIDE EXPANSION JOINTS AT 28' TO 30' O.C. MAXIMUM. C. WHEN WALK IS ADJACENT TO THE BUILDING PROVIDE 3/8" X 4" IMPREGNATED FIBERBOARD. ON -SITE CONCRETE SIDEWALK W/6" RAISED CURB NOT TO SCALE 3" COMPACTED DEPTH HMA PAVEMENT 6" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE (CSBC) Oub uuuu O o uo 0 0 uu u`� 0` �o °o 000 00 0 °° ° °0 080 0 0 0 0 0° 0 o 00 0 0 00 000 000 00 00 1;�Rc ° 0 080 0 0 0 0 °00 0 00 0 0 0 0 00 000 o00 00 00 0 0 00 COMPACTED BASE PAVEMENT SECTION NOT TO SCALE all A" MIN TYPICAL LOCATION OF SPOT ELEVATIONS ASPHALT EXTRUDED CEMENT CONCRETE CURB DETAIL NOT TO SCALE SLAB ON GRADE (PER STRUCTURAL DRAWINGS) #10 CRUSHED STONE o °o 0 oa Z CRUSHED ROCK, OMIT o - o GLACIAL TILL MIRAFI 140N GEOTEXTILE ON 3 SIDES / 4" PERF. PIPE 3/4"-1 Y2" WASHED ROCK SOILS PREPARED PER 18\/ GEOTECHNICAL REPORT UNDER SLAB DRAIN DETAIL NOT TO SCALE CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORDING DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. AnkL CITY OF RENTON Planning/Building/Public Works Dept. R-396417 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W V Q DATE: CONSTRUCTION NOTES AND DETAILS 1o17 FlELDBOOK:BOOK: UW MEDICINE - VALLEY MEDICAL CENTER PAGE r T , MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: w 400 SOUTH 43RD STREET 0 RENTON, WA 98055 SHEET: OF: C18 28 1 3'-0" / 1 ACCESS AREA 4" WIDE PAINTED STRIPES (TYP.) N (�1 /WHITE PAINT FIGURE PAINT -� CONTRASTING BLUE BACKGROUND WHITE BORDER PAVEMENT INTERNATIONAL SYMBOL OF ACCESSIBILITY NOTES: A. SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL. B. BOTTOM OF SYMBOL TO BE LOCATED FLUSH WITH ACCESS DRIVE,CENTERED ON PARKING SPACE. C. SYMBOL IS REQUIRED TO CONTRAST WITH BACKGROUND. INTERNATIONAL SYMBOL OF ACCESSIBILITY NOT TO SCALE SURVEYED: DESIGNED: zw ZTW 10/28/2C ZTW DRAWN: Z1 W ZTW 4/2/18 ZTW CHECKED: AS BY DATE APPR APPROVED: AS SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 1988 HORIZONTAL' NAD 1983/1991 DATUM 4" CONCRETE WALK (BROOM FINISH) WITH 6X6 - W1.4XW1.4 W.W.F. PULVERIZED TOPSOIL (TYPICAL LANDSCAPE AREA) SEE SITE PLAN FOR WIDTH SLOPE TO 2" BELOW THE TOP OF SIDEWALK-, TOOLED JOINT-, X % ,I - 2" COMPACTED DEPTH CRUSHED ROCK BASE COURSE COMPACTED BASE TO 95% DENSITY TYPICAL SECTION IN LAWN AREAS NOTES SL E OPE 1 % MIN. a � d p o 00 0o a so 0 00 1 " RADIUS ON EDGE 6', ADJACENT PAVEMENT Q0 a I (0 00 N vd a / 90 g 'o�o� °� �--I o °° °.0 °° TYPICAL SECTION ADJACENT TO DRIVES A. SIDEWALKS WIDTH VARIES (WIDTH PER PLAN) CONTROL JOINTS TO BE PLACED AT SPACING EQUAL TO SIDEWALK WIDTH. B. PROVIDE EXPANSION JOINTS AT 28' TO 30' O.C. MAXIMUM. C. WHEN WALK IS ADJACENT TO THE BUILDING PROVIDE 3/8" X 4" IMPREGNATED FIBERBOARD. ON -SITE CONCRETE SIDEWALK W/6" RAISED CURB NOT TO SCALE 3" COMPACTED DEPTH HMA PAVEMENT 6" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE (CSBC) Oub uuuu O o uo 0 0 uu u`� 0` �o °o 000 00 0 °° ° °0 080 0 0 0 0 0° 0 o 00 0 0 00 000 000 00 00 1;�Rc ° 0 080 0 0 0 0 °00 0 00 0 0 0 0 00 000 o00 00 00 0 0 00 COMPACTED BASE PAVEMENT SECTION NOT TO SCALE all A" MIN TYPICAL LOCATION OF SPOT ELEVATIONS ASPHALT EXTRUDED CEMENT CONCRETE CURB DETAIL NOT TO SCALE SLAB ON GRADE (PER STRUCTURAL DRAWINGS) #10 CRUSHED STONE o °o 0 oa Z CRUSHED ROCK, OMIT o - o GLACIAL TILL MIRAFI 140N GEOTEXTILE ON 3 SIDES / 4" PERF. PIPE 3/4"-1 Y2" WASHED ROCK SOILS PREPARED PER 18\/ GEOTECHNICAL REPORT UNDER SLAB DRAIN DETAIL NOT TO SCALE CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORDING DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. AnkL CITY OF RENTON Planning/Building/Public Works Dept. R-396417 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W V Q DATE: CONSTRUCTION NOTES AND DETAILS 1o17 FlELDBOOK:BOOK: UW MEDICINE - VALLEY MEDICAL CENTER PAGE r T , MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: w 400 SOUTH 43RD STREET 0 RENTON, WA 98055 SHEET: OF: C18 28 TYPICAL SECTION ADJACENT TO DRIVES A. SIDEWALKS WIDTH VARIES (WIDTH PER PLAN) CONTROL JOINTS TO BE PLACED AT SPACING EQUAL TO SIDEWALK WIDTH. B. PROVIDE EXPANSION JOINTS AT 28' TO 30' O.C. MAXIMUM. C. WHEN WALK IS ADJACENT TO THE BUILDING PROVIDE 3/8" X 4" IMPREGNATED FIBERBOARD. ON -SITE CONCRETE SIDEWALK W/6" RAISED CURB NOT TO SCALE 3" COMPACTED DEPTH HMA PAVEMENT 6" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE (CSBC) Oub uuuu O o uo 0 0 uu u`� 0` �o °o 000 00 0 °° ° °0 080 0 0 0 0 0° 0 o 00 0 0 00 000 000 00 00 1;�Rc ° 0 080 0 0 0 0 °00 0 00 0 0 0 0 00 000 o00 00 00 0 0 00 COMPACTED BASE PAVEMENT SECTION NOT TO SCALE all A" MIN TYPICAL LOCATION OF SPOT ELEVATIONS ASPHALT EXTRUDED CEMENT CONCRETE CURB DETAIL NOT TO SCALE SLAB ON GRADE (PER STRUCTURAL DRAWINGS) #10 CRUSHED STONE o °o 0 oa Z CRUSHED ROCK, OMIT o - o GLACIAL TILL MIRAFI 140N GEOTEXTILE ON 3 SIDES / 4" PERF. PIPE 3/4"-1 Y2" WASHED ROCK SOILS PREPARED PER 18\/ GEOTECHNICAL REPORT UNDER SLAB DRAIN DETAIL NOT TO SCALE CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORDING DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. AnkL CITY OF RENTON Planning/Building/Public Works Dept. R-396417 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W V Q DATE: CONSTRUCTION NOTES AND DETAILS 1o17 FlELDBOOK:BOOK: UW MEDICINE - VALLEY MEDICAL CENTER PAGE r T , MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: w 400 SOUTH 43RD STREET 0 RENTON, WA 98055 SHEET: OF: C18 28 i i i i Q) X J_ W Z cO G ry OJ 0 U (n O n N O N O N \ 00 N O OJ E p 0 3 0 E i 0 N O O 00 m O / x X w m 0 / 0 / N O O 00 0 O O 00 Z H izz 17 CONSTRUCTION RECORD "I DRAWING Z THIS CONSTRUCTION RECORDING DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN O EDITED TO REFLECT ASBUILT CONDITIONS. THE d11l INFORMATION PROVIDED ON THESE RECORD ' DRAWINGS IS A COMBINATION OF FIELD Q SURVEYED INFORMATION AND DOCUMENTED w FIELD REVISIONS. BOLT -DOWN HOLE (TYP.) - 6/6" - 11 NC, SEE DETAIL & NOTE 2 O TOP NOTES '• This frame Is designed to accommodate 20" • 24" grates or covers z Provide two holes In the frame that are verficaly aligned with t he grate or cover slots. Tap each hole to accept 24 vs• a 5/8'. - 11 INC x 2" alien head cap screw. Locator of bit down hies vales among different In anufacturers. 3. Refer to Standard SpedUcallon 9-05.15(2) for additional requirements. SECTION O RECESSED ALLEN HEAD CAP SCREW Stir- I I NC z 2' GMTE FRAME 2 1rC SECTION DETAIL O BOLT -DOWN DETAIL PUBLIC WORKS RECTANGULAR FRAME PLAN - 204.00 DEPARTMENT MARCH 2O08 CONCRETE _ SDEWALK J PLANTING STRIP y d CONCRETE CURB - TYPE MAY VARY TEMPORARY CAP AT EDGE OF RGHT OF WAY. UNLESS OTHERWISE DIRECTED IN CONTRACT y, Jn RANLINE � du d,. Ju y 1 t � � ,w y ' Ju Y4• du Ju 4' DRAIN PIPE .7.� EXP. JOINT P, I•• � /1 J Ju di. i, ROADWAY -t (REINFORCF.64ENT NOT SHOWN) PLAN WIRE MESH REINFORCEMENT RAN LINE 4.ORAIN PIPE' 1r(TYe fiz8 W0.0z W4.0 S 4GAGE r 4•ORN N PPE P.4x4 W29xW2.9 6GAGE APPED AT EDGE COF (SEE RAN SECTION 2 NIMUM COVER CONCRETE SIDEWALK " PLANTING STRIP CONCRETECURB - TYPE MAY VARY ROADWAY \\INVERT OF DRAIN SHALL BEOR ABOVE GUTTERRLINE ICrTMETRIC U{T STD. PLAN - 210.00 PUBLIC WORKS DOWNSPOUT STORM t•` DEPARTMENT DRAIN, UNDER SIDEWALK MARCH 2O08 A�S 42 n U 2tP CO - <T�HG ENGltt � 1A CONSTRUCTION NOTES AND DETAILS FOR UW MEDICINE -VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION TOP 2e %5 7 OR Ili EQUAL SPACES ;d DIRECTION OF FLOW T- SECTION O 3' SLOT - SEE DETAIL 5' AND NOTE 1 A 5. 5' 20 b' 5' 5' 3' SECTION 0 F--�-i 1 1M' SOLT43OWN SLOT DETAIL SEE NOTE 1 NOTES 1• Provide two slots In the grate that are vertically aligned wkh the holes In the frame. Location of bolt -down slots varies among different manufacturers. ISOMETRIC 2. Refer to Standard Specification 905.15(2) 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. G� STD. PLAN - 204.20 PUBLIC WORKS RECTANGULAR DEPARTMENT VANED GRATE MARCH 2O08 3 FRAME AND VANED GRATE 16 ONE #3 BAR HOOP OR lr FOR 6- HEIGHT TWO #3 BAR HOOPS FOR 12* HEIGHT RECTANGULAR ADJUSTMENT SECTION !Pa A #3 BAR EACH CORNET 43 BAR EACH SIDE 03 BAR EACF...... PRECAST BASE SECTION +i BAR EACH CORNER 1E" MIN x3 BAR HOOP PIPE ALLOWANCES MAXIMDM PIPE MATERIAL INSIDE 1NAMETER REINFORCEDOR tr PLAIN CONCRETE ALL METAL PIPE IS CPSSP# 1r (STD. SPEC. 9-06.20) SOUDWALLPVC IV (STD. SPEC. 9.MI2(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). of 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, RI 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. AN pickup holes shall be grouted full after the basin has been placed. 8. AN grade rings and casings shall beset In mortar In accordance with Standard Specification 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION O o STD. PLAN - 200.00 PUBLIC WORKS CATCH BASIN TYPE 1 y` DEPARTMENT MARCH 2008 A LOGOED LIDS IN RIGHT OF WAY 112"I31-ILE7TERING OR CITY EASEMENT DO NOT APPLY TO THIS PROJECT. LABEL LIDS AS "DRAIN" eOLTHOLES-3PLCS EQUALLY SPACED 120- - APART ON 27 1f1B` ISBemml DIA B.C. --- RENTON AHEAD OF THE CURVE ta•� ♦ ar DRAIN (n r (z5mm) DIAPICKHOLE O i 11C 1321-1 LETTERING PLAN VIEW 2s DIA. f875mm1 1Lsmmt 11 s 34 21 I-� 1222mm1 @4mm1 TYP COVER SECTION VIEW 261rr ow (e73mm1 2S VA' DIA AS t 1I/i6 VC (6mm) CIA (27mmj NEOPRENE GASKET 1 6 1rs2mmj DIA M OPEN I I11nxI11 (51?InenI nYir Din Z7S`I t 34 IW DIA I86_1 FRAME SECTION VIEW COVER BOTTOM VIEW (3)BIT SOC, (ALLEN MEAD) &V4I X 1.5 Ss RUBBER WASHER EON BOLTING DETAIL I Ins, NI 127mm1 1f&' I>mmi 8• IR3mmh GASKET GROOVE DETAIL NOTES ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC Na 3717Ct OR APPROVED EQUAL �r®\ PUBLIC WORKS STORM ROUND FRAME AND COVER PLAN - 204.50 DEPARTMENT - MARCH 2O08 tl CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) HANOHOLD RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION Y GROUT. TYPICAL (SEE NOTE 5) Q =1 FLAT BLAB 70P MORTAR (TYP.) �i oEn -LeF IIIr�.��_} � RF3KORCING S1EFL (rVP.p 1'�i GNAY£L 9AGKrlL rOF SEPARATE BASE INTEGRAL BASE CAST -IN -PLACE PRECAST WITH RISER ro' NNc tr • GRAVEL BACKRLL FOR 6= PME mNE IIfl%N1G 1 SEPARATE BASE PRECAST CATCH BASIN DIMENSIONS CATCH BASINWALL DIAMETER THICKNESS BASE THICKNESS MAXIMUM KNOCKOUT MINIMUM DISTANCE BETWEEN KNOCKOUTS BASE REWFORCING STEEL 11,2 ALIN EACH DIRECTION SEPARATE SASE INTEGRAL BASF 46' 4' 6^ 36• 8" 0.23 0.15 54' 4.5- 8^ 42' 6^ 0.19 0.19 60, S' 8' 48, 8^ 0.25 0.25 7r 6' 8. 60, 1r 0.35 0.24 ev e^ +r Tr tz o.3s o.2g NOTES i. 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 wag 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. UII the gap with joint mortar In accordance with Standard Spedficalon 9C4.3. Al rode do s deers and casUn s shall be set In mortar In accordance with PIPE ALLOWANCES CATCH PIPE MATERIAL Wml MAXIMUM INSIDE DIAMETER BASIN DIAMETER RETE ALL METAL CPSSP 0 SOLID WALL Pvc(D PROFILE WALL PvcO 48' 24" 1. 24' 2r 30" 1. 30' 1. 30' 2r 1. SR 36" 42" 36' 3W 42' 72' 4r 54' 4r 36, 48" 84' W 60' S4' 36- 48' 96' sm 72• 60' 3W IB' g g g IQ Gatugnled PGIyelho- Storm Sewer Pipe (3M. Spat. 9-05.201 Standard Specification 944.3. 8 (Std. Spec.sa5.12(q) 1 (Std. Speu9-05.12(2)) p STD. PLAN - 201.00 PUBLIC WORKS CATCH BASIN TYPE 2 DEPARTMENT MARCH 2O08 ZZ #6 BARS r SPACING 20' z 24', 24^ DIAM., 48' DI4M. OR 54' DIAM. HOLE r (TYP.) 4- 12 MIN, i 'IAA%. 84" or 96" FLAT SLAB TOP #5 BARS O 6' SPACING - " 0 z , 20^ x 24', 24^ DIAM., 48' DIAAL OR 54, DIAM. HOLE 2- (TYP r TYPICAL ORIENTATION J- FOR ACCESS AND STEPS m U r MIN 21n^ MAX. 7r• FLAT SLAB TOP 24'M #4 BARS ® 6- SPACING X x 24' d20'AM24'. HOLORE •. (TYP.1 4ti' MIN. 1' MW. 2 Ir2^MAK. ECCENTRIC CONE SECTION 48", 54", or 60" FLAT SLAB TOP 12" (TYP.) t=`-I PREFABRICATED LADDER 1 n2 STEP WOONFR HOOP FOR 6' �YJNF T S BAR HDDc E ', TWO #3 BAR HOOPS FOR 12`(- RECTANGULAR ADJUSTMENT SECTION CIRCULAR ADJUSTMENT SECTION 1.0 As an acceptable altemative to rebar, wire mesh having a minimum area of 0.12 square Inches per foot may be used for adjustment sections. PUBLIC WORKS MISCELLANEOUS DETAILS FOR STD' PLAN - 204.80 DEPARTMENT DRAINAGE STRUCTURES --- MARCH 2O08 j� A FRAME AND VANED ORATE CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA Of THE ADJUSTMENT SECTION. BASE SECTION SEE NOI t 4 NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, C S BEEN ESTABLISHED,AND IL PE MISSION THEREAFTER IS GIVEN BY GUTTER DITCH OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS EEUNTIL R A THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFIATION 7-05.3. 2. SHIMS T T H I PROHIBITED. H MS SHALL NOT BE USED O SET FRAME TO GRADE. HE USE OF SHIMS S 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR ire BOND. 5. ADJUSTMENT SECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROUT 6. GROUTING BETWEEN ADJUSI"MENT SECTION SHALL BE WATER TIGHT. 7. GROAT IS TO SE NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9 20.3 FOR MAXIMUM PERCENT DRY SHRINKAGE- THE MINIMUM COMPRFSSNE STRENGTH SHAI 1. RE 4,000 PSI AT 7 DAY PFR APWA STANDARD SPECIFICATION 9-20-3 8. PICK I LIFTING HOLES ARE TO RF GROUTED WATER TIGHT. PUBLIC WORKS I CATCH BASIN INSTALLATION STD. PLAN - 202.00 DEPARTMENT MARCH 2O08 148SV"'N D SPECIFICATION SHEET ZURM 6-3/4 [171] WIDE REVEAL TRENCH DRAIN SYSTEM TAG WITH HEAVY-DUTY FRAME ASSEMBLY Dime-Wonal Data (inches and [ mm 1) are Subject to Manufaciurillg Trlerances and Change Vflthout Nphoe SPECIFYING ENGEN FrR IS RESPONS15LE FCC CONCRETE ENCASEMENT AND REIWORCING HASED UPON APPLICA7rON AND LOCAL CODES I IT v - - - 4 L1Q2 1 4 []7]] v MIN. � 4 [1(�� 81a [2064j 8.0 [20321 l INVERT MIN NOTE- + Actual Channel length Is al 114 (20841 to allow for overlap E NGI NEERING SP ECIFICATION: Zuni ZAAA- HI) Channels are 80 [20321 long, 6-3A [1711 wide reveal and have a 4 [1021 throat. Modular Channel sections are made of 0% water absorbent High Density Polyethylene (HUPE)- Channels have a positive mechanical connection between channel sect loins that Will not separate during the installation and mechanically lock into the Concrete surround every 10 [254]- Channels weigh less than 2-31 Ibs-[1-05kg] per linear foot, have a smooth, 1-Ia [38] rediused self cleaning bottom with a Manning's coefficient of .009 and .75% Or neutral 0% built in slope. Channels have rebar clips standard fo Secure trench in its final location. Channels provided with standard DGC grates that took down to frame- Zum 5-375 [1371 wide reveal Ductile Iron Slotted Grate conforming to ASTM speefficaftn. A536-84. Grade 80-55-06. Ductile Iron grate is rated dass C per the DIN EN1433 lop load dassiFications. Supplied in 2015081 nominal lengths with 112 [131 wide slots, and 314 [10] bearing depth. Grate has an operr area of 28.1 sq. in per f1. 159.453 sy. mm per metef]. The .105 [2.67] IhIck Heavy -Duty Carbon Steel Frame Assembly conforms to ASTM spedficMion A36 wilh 10 - 4 [102] Jong Concrete anchors per 80 120321. Grate lockdown bars are it)be Integral to the frame. Frame supplied with powder coaled finish. All welds most be performed by a certified welder per ASTM standard AWS D1.1. Frames produced in the U,S,A. r ._ SrX ko Ejgft-4rx!h Hg y Pdyett>3+IgTe (HD`E)' SUFAXOFYnCNSIri-edc-speQ approprrateapuars) � Erd Cap _ 1t2 2 R ND -Huh BottuTl Outlet _ � 2 51 tJo FAi Erld Outlet 4-G 3 [i6] NO+W 8�dn Ouft i 3 No Ffr� End " 4J4 4 [1 No -Hub Bottom Outlet £43 4 1 b No4* DTI Outlet a 4J6 6 [15Z ND-;•t16 Bottom Ol riot --E6 5 15 NO+tt)F 00UtIct RackAcid Ra§Wlant CcaledTop Fra. 4"U UqN DatY yes on Heavy Duty Frame_ SW 3dew®11 Esc m - 9II229 Figh SV� 9d35taII E deralOtl-1814 igh G.'SiOptlor6(LCed�ar0 t71Ncaft d33) ADC Hlads tad laasisia II l��nxy I;,o�ed QxdilB Grata -sass C 4DE Black PaclRI iEpoxyCoatedfideGrate-CfassE ^'-EG CeMarizeclDuaWeIron Bar Grate - Class C -' OL,dile Iron CaS1 Bar Cate - Cldss C JDC ik[1rle Irori $did Cono - Gw C - Cr_ Ductile Irm Slotted Lute - Class C' -CGE Ductile (run Slotted GatL- -Class #_ Trench No. 'A• Shallow Inv. B' Deep Inv. Flow {cf&) (gprit) (Ips) 9601 4.1 1 3 Sam 4-10 [104) 4.71)111a) 0-27 122 8 470 11 5 1351 0.34 152 10 ��3N 5.30 7 5 1 - 5.30 [ 35 5. 0 [150] 41 1113 1 8605 5.90 11501 6.50 tits] 0.48214 13 860 .5 1 1 15 5 1 N 7.10 [180 7.10 180] - - 8607 7.10 [Ian] 7.70 11961 0.62 1 270 17 I 8605 7.70 p9611 09 11 2 6 339 21 861 8 9012261 9.5012411 0.83 371 23 8611 9.50 [241 10. f 0 2$7] Q. 40 75 861 10.10 [257] 10.70 (272] 0.t37 435 27 0612N U.70 [2721 10.70 [272] - - - 1 1115 1 .70 2721 l f,1 [287 1 . 467 9 8614 ill 30 [287] 11.90 [302] 1. t i d98 31 8615 11.90 021 12 50 [318J . 1 78 530 n' _ -0DC Gaivarimcl Ducule Iron allotted Grate- Class 43DE Ga% ized DucW Iron Sorted Cite • Class E --GHPO Galvar� 1d 1e2i-PrOofDLOleGrate-CtmsB MACEnDteLLSA -WCE GalvanxeclHaa!4r rfDumleGate - Class E J -If?0 ti�l-Pt CluchleS{dteclGfate-CassB f it xs e_�r:-=-: 77 $PDE htBe1 Aroaf 11 naP Slotted t -CLxsS E - � uSA IJLnde Iran SIDBed Crr�e -Class C -WGC RDrf&mdSlottedGah�2edGVe-ClassC �� nLaleIrmslotted[axe-CEassE _ RFSC f rTforoed 9 oNed Stainless Steel Gate- Crass C _ �--i1 Batt arlmed DucMe .diced Grate-Cla<s C _ 4;PW Reirdaoed Perf" dGah2rl¢ed gate -Class C -WE-USA Galvanized 13xble Salted C�aOe-[lass E RPC iC Re rdoroad Pe forated Cad fixed Reverse Arrl1Cate-C7ass C -G1:1 E�15A Galvanized Had F1•oof 0.1�ie Grate - Class E -RISC heir Forced Perforated Stainless � 5rM - Class CPPC a PI �JSA HMI Proof [ Uie Bolted Gate -Crass E -4*ffC 1`69rdwiedPerfOr�d SStE�FteverseRinchGrate -Cia sC - ptasbcpPJtoratedGrale-Class 0 aB&3eaa Ms>ellallo� 6ptiQ8 Vardal-FTDofL.ock1k1rl IS irTl rrBSV"dIF7Pl --ic JOIrfiCorTIEKfOr f)UDOe1111e CrEaOpDorls (Load Cla mdcabor G areperDIN BV1d33) - StaiNTs Shed E rGr&e-OassE REV, D DATE: CV31113 C-N. NO. 124330 'REGIILARLYFURM$HEDUNLESSOTiiEFrA15E sP=c:- _ = PRODJ❑WG. NO. Z886-HD ZUFZN INDUSTRIES. LLC • SPECIFICATION DRAINAGE OPERATION ♦ 1801 Pittsburgh Ave. a Erie, pA 16514 Phone! 814M"71 4 Fax: 1114W54.7929 4 world wide Web- www.2um.carn In Canada; ZURN INDUSTW£S UMFTED i 3544 Nashua Dmre ♦ fYSwmsauga, Onttano L4VIL2 ♦ Phone- 50541OS$272 Fax: e05�405-Jn2 Trench Drain 1. The channels will be manufactured of HDPE with a 0,75% built-in slope. The channels shall be a minimum of 80 inches in length (in order to minimize the amount of joints) with mechanically interlocking ends. The channels will be manufactured with vertical ribs twenty inches on center. Steel frames will be attached to the channels prior to installation. Integral galvanized steel edge rails will not be allowed. 2. The channels wilt have integral tie-down/leveling devices at twenty inch intervals t0 assist in installation. The channels will have 0% water absorpl ion. 3. The grates will be longitudinally slotted ductile iron, and comply with ADA requirements. The trench drain assembly will be rated for Load Class B. MIRAFI 140N GEOTEXTILE 4" PERF. PIPE IE @ STATIC W.S. Y4"-1 Y" WASHED ROCK SOILS PREPARED PER GEOTECHNICAL REPORT DETENTION VAULT FOOTING DRAIN DETAIL NOT TO SCALE R-396418 •• • J� 1 • IN COMPLIANCE WITH CITY OF RENTON STANDARDS � I� W U 18215 72ND AVENUE SOUTH � SADR U �F WAS ys Q KENT, WA 98032 �� Gt SURVEYED: SCALE: DAAiE: �V(425)251-6222 HORIZONTALN 1983/1991 CONSTRUCTION NOTES AND DETAIS 12/29/2017 DESIGNEDCITY 0F FlELDBOOK:(425)251 8782 FAX ZTW U WDICINE - ALLEY MEDICAL CENTER PDE DRAWN: RENTON�24661 W zTw MEDICAL OFFICE BUILDING EXPANSION �-I �F F6' / S T EFL �� ONE INCH DATUM DRAWING N0:1.4 CIVIL ENGINEERING, LAND PLANNING, ss G� 1 REVISED PER AS -BUILT CONDITIONS ZTW 0/28/2 ZTW CHECKEDAT FULL SCALE Planning/Building/Public : t 400 SOUTH 43RD STREET IF NOT I--1 SURVEYING, ENVIRONMENTAL SERVICES ��NA L E� AsWorks Dept. ONE INCH 10 28 20 NO. REVISION BY DATE APPR APP�S SCALE ACCORDINGLY SHEET: WA 98055 SHEET: C190F: 28 OJ 0 0 In CL 0 n N 0 N 0 N \ OO N 0 OJ E a� C7 0 C01 3 0 E I 0 I N rn O 00 m 0 a--. X W m O 1-1 N 0 OO U 0 0 0 00 Z W B izz 17 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, IHC_ HCF SERIES MSSCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID --STATES PLASTICS, INC_ MSCSC-1324-R WITH READER LID AND 2' DRILLED HOLE FOR TOUCHREALI PIT LID (SEE DETAIL A -A) 36" MIN COVER NEW DUCTILE IRON WATERMAIN 8" MIN 12" MAX FINISH GRADE ME:" 911_� N �,U 22-1/.2- CITY ;p-, G IN UNIMPROVED RIGHT OF J _2 J WAY INSTALL METER BOX AT ' PROPERTY LINE WITH 12" W LONG COPPER TAILPIECE.Ld ! SIDEWALK a 1 �TOUCHREAD WATER METER TO BE 2» SUPPLIED BY THE $ CITY TYPE 'K" SOFT '_0 COPPER TUBING 75FRVICIE LINE TO HOUSE IS 3�<" OR 1" STALLED IN THE FUTURE GALVANIZED INSTALL FORD C14--33 OR 44 FIPT PLUG X COMPRESSION COUPLING t LOOP DOWN CENTERLINE pF WATER MAIN TO PROVIDE SLACK IN COPPER COPP£RSETTER FD$ 5/S"x3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR MWONALD BRASS: 21-215WC0033, OR MUELLER: 3/4-13-2470--2 Y47H ANCLE BALL VALVE ON INLET AND SINGLE CHECK VALVE 0!J OUTLET CORPORATION STOP WITHBALL VALVE, FURU COPPERSETTER FOR _ L"_.METER: FORD vBH72-15w-44-440, OR TAPERED THREAD (CC), WICK JOINT MCDONALD BRASS: 21-415WC0044, OR MUELLER: 1-B-2470-2 (3/4" F01000-3-Q) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS 4N (1" FB10DO-4-0) OR AY MCDONALD 4701E INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER $ORES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL 13E CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A- A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCFIREAD DEVICE L _ 2-1/2" MIN. FROM NEAREST FL_ AND FRONT EDGE OF PIT LID I TYPICAL RIB I NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1' FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. �® PUBLIC WORKS 3/4' AND 1" WATER SERVICE STD. PLAN - 320.1 DEPARTMENT NOVEMBER 2009 A PLAN A VIEW WATER VALVE BOXLID WITH DI EARS IN DIRECTION OF 2" SQUARE WATER MAIN AND WORD OPERATING NUT "WATER" CAST INTO IT 12: MIN. 18MAK, 4" CONCRETE COLLAR FOR VALVES IN PAVED AREAS 4-1/4" DIA• L2' 1/8` MIN. THICKNESS SEE DETAIL- 2 PIECE CAST IRON VALVE BOX, RICH--SEATTLE TYPE OR OLYMPIC FOUNDRY 1 ' STEEL LENGTH AS REQUIRED 1./9" MIN. THICKNIESS 2--1/4" INSIDE MEASUREMENT 2--1/4" DEPTH 5ECTION A -A VALVE OPERATING NUT EXTENSi.flN VALVE OPERATIIQN NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. CNLY ONE EXTENSION TO BE USED PER VALVE, NOTE: ALL EXTENSION'S ARE: TO BE MA❑E OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TQ BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS T 38" n� ! II 24" VALVE MARKER POST WH I TE FUBLIC WORKS VALVE BOX, MARKER & OPERATING PLAN - 330.1 + # DEPARTMENT NUT EXTENSION N MARCH 2010 �G,HA�S 42 C) U 20, 5 Q- <T�HG ENG 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES �1 SAD �F W A Sys �-A z 24661 ST soNE��G�� AL 0 D ;i CONSTRUCTION NOTES AND DETAILS FOR UW MEDICINE -VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION 11-1/4" BEND CAP 22-1/2' BEND rf Y .." TEE 45' BEND 90' BEND THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORI20NTAL AND DOWNWARD VERTICAL BENDS SOILFIRM SILT OR FIRM SILTY SAND COMPACT SAND COMPACT SAND & GRAVEL 9D' 45' BEND 11 1/4- 90' 45' BEND 11 1/4' 45' BEND 11 1/4' FITTING BEND TEE CAP OR PLUG & 22 T/2' BEND TEE CAP OR PLUG & 22 1/2' CAP OR PLUG tk 22 1/2' BEND BEND BEND 4' 7.6 a.2 4.2 0 29 2.t 2.1 1.0 12-2t6 1.6 1.0613.3 9.4 9.4 3-8 6.7 4-7 4.T 1.9 3.5 1.4B- 23.3 T6.7 16.7 6.7 T1-T 8.4 B-4 3.4 6.3 2.51.2 3.D 37.5 37.5 15.p26518818 7.5 14.0 5_fi AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" WIN. COVER FOR WATERMAIN LESS THAN 12". 4•-0" MIN. COVER FOR WATERMAIN 12" QR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) - 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) - O.D. PIPE + 1.0' 4RUST nooC BEl PEA REFERS TO ACE OF 13ELOCK MI IN SQUARE FEET 1. _OCC4ATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12-DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEn. 2. ALL BLOCKING SHALL 9E POURED IN PLACE AGAINST UNDISTURBED NATNt GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE 6ACKFILLED AFTER MIN. 1 DAY, PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIW STRENGTH. 4. ALL BLOCKING SHALL 9E COW-RETE CL 5 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COWER OR FWCLOSE BELL ENDS, JOINT DOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PRONGED, CONCRETE RLOCKING FOR STD. PLAN - 330.2 t ®; PUBLIC WORKS HORIZONTAL AND DOWNWARD DEPARTMENT 'VERTICAL BENDS MARCH 2O10 TRAFFIC RATED CAST IRON CLEAN OUT BOX COVER. CAST IRON VALVE BOX, OR EQUAL PAVED AREA Q 4 12" MIN, TRAFFIC RATED LOCKING CAST IRON LID OR VALVE BOX PER MANUFACTURER RECOMMENDATIONS. SEE NOTE 2 LANDSCAPING EXTEND CLEANOUT 2" ABOVE DESIGN PONDING .� ELEVATION OR PER PLAN p DESIGN PONDING ELEVATION d SOIL TIGHT 45' BEND WYE SOIL TIGHT COUPLER UNDERDRAIN PIPE, SEE NOTE 1 TO OVERFLOW STRUCTURE OR - STORM MAIN MECHANICAL PLUG OR CONTINUED UNDERDRAIN CONNECTION TYPICAL CLEANOUT CONFIGURATION FERNCO GASKETED OUIK CAP OR SIMILAR r 4" STREAMBED COBBLES / PER WSDOT 9-03.11(2) ` CON[ K CONCRETE O25 oO RETEETE COLLAR ADD VALVE BOX EXTENSION OR SOIL PIPE AS NECESSARY TO ACCOMMODATE O.D. OF RISER PIPE CLEANOUT TOP LOCATED WITHIN SIORETENTION PONDING AREA NOTES: 1. UNDERDRAIN PIPE PER STD PLAN 26200 DIAMETER TO BE 6-INCHES MIN. PRIVATE, 6-INCHES MIN PUBLIC 2 CLEANOUT COVER TO BE LOCKING WTH ALLEN HEAD BOLT, MARKED "DRAIN CLEANOUT, "CLEANOUT," "CO," OR SIMILAR. GENERAL NOTES: 1, UNDERDRAINS FOR STORMWATER FACILITIES SHALL HAVE AN ACCESS POINT (CLEANOUT, OBSERVATION PORT, OR OVERFLOW STRUCTURE) AT EACH END AND A MINIMUM OF EVERY 100 FEET OF PIPE. 2 CLEANOUT PIPE SHALL BE SAME SIZE AND MATERIAL AS UNDERDRAIN PIPE. 3. CLEANOUT SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES, 4. ALL FITTINGS SHALL BE SOIL TIGHT. 5. CLEANOUT RISER TOP SHALL BE LOCATED OUTSIDE OF FACILITY UNLESS APPROVED OTHERWISE, AND OUTSIDE OF PONDING AREAS WHERE POSSIBLE. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 226.00 iRl PUBLIC WORKS APPROVED. DEPARTMENT STORMWATER FACILITY CLEANOUT D ATE 2 IREVISED PER AS -BUILT CONDITIONS CP-03 F r��ly TO CITY METER STACKED METER SECTION 6" MIN. FREE DOES DRAINING GRAVEL NOTES: L ALL 0008LE CHECK VALVE ASSEMBLIES (bCVA`s) MUST SE LISTED ON LATEST LIST OF "E3ACKFrLovq PREVENTION ASSEMBLIES APPROVE[) FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEATH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3, THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE, A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT.. ATTN: WATER UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425--430-7241. 4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. PUBLIC WORKS �4" TO 2" CCUBLE CHECK VALVE STD. PLAN - 340.8 DEPARTMENT ASSEMBLY FOR IRRIGATION OFt RESIDENTIAL FIRE SPRINKLER MARCH 2O10 TESTING DETAIL IEW D.I WATER LINE I/ TAPPING TEE (MJxFL) VERTICAL CROSS(MJxFL) FOR POLYPIGCWC TAPPING GATE VALVE (FL XMJ) I -BLIND FLANGE ON TOP MATH 2" TAP AND 2" PLUG TEMPORARY PLUG (MJ) WITH 2-INCH TAP 1-BLIND FLANGE ON BOTTOM AND 2-INCH BLOW -OFF ASSEMBLY I-PLUG(MJ) WITH 2"TAP k 2" BLOW -OFF CONCRETE BLOCKING TEMPORARY BLOCK FINAL CONNECTION DETAIL „- NEW D.I. WATER UNE IPF 1- _ AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK ABLOW-OFF AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES NOTES. 1. TAPPING TEES SHALL BE MADE OF CAST IRON. DUCTILE IRON OR EPDXY -COATED STEEL BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAP 2 NO SIZE ON 9ZE TAPS ON GIST-" WATER ONES. TAP SHALL BE AT LEAST Y SMALLER DIAMETER THAN THE EXISTING MAIN, 3. NO MET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE 4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. S. CONTRACTOR SHALL POTHOLE AND VMFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LIE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. 6. CITY FORCES OLL PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL PUBLIC WORKS CONNECTION TO WATER MAIN WITH' PLAN - 300.1 DEPARTMENT TAPPING TEE & VALVE MARCH 2O10 SURVEYED: DESIGNED: zTw ZTW 10/28/2C ZTW DRAWN: ZTW ZTW 4 2 $ ZTW CHECKED: AS BY DATE APPR APPROVED: AS SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/1991 DATUM CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORDING DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG GUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITYTESTING. S. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD, UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY AP S ARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. ti�Y o STD. PLAN - 300.0 PUBLIC WORKS WATER PLAN GENERAL NOTES =• + DEPARTMENT MARCH 2O10 04 IN COMPLIANCE WITH CITY OF RENTON STANDARDS F� W U r� My Q DATE: CITY 0 F CONSTRUCTION NOTES AND DETAILS 12/29/201 7 UW MEDICINE - VALLEY MEDICAL CENTER PnArim c BOOK: RENTON IL MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: W Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET RENTON, WA 98055 SHEET: OF: C22 28 W-396403 R-369419 I I I I x J w z O Ir U cn 715. a_ O N O N O N 00 N 0 E a� 0 0 0 E I 0 I N O 00 i m O X W m 0 co 0 N O 00 co 0 0 0 00 W zL B a 17 SITE SPECIFIC DATA PROJECT NAME 4249 - VMC MEDICAL OFFICE BUILDING PROJECT LOCATON RENTON, WA STRUCTURE ID /I TREATMENT REQUIRED VOLUME BASED (CF) 2-YEAR RELEASE RATE (CFS) 0.0499 TREATMENT HGL AVAILABLE (FT) N/A PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 0.33 PIPE DATA I E. MATERIAL DIAMETER INLET PIPES 69,73 CPEP 12" OUTLET PIPE 69.23 CPEP 12" PRETREATMENT BIORLTRATION DISCHARGE RIM ELEVATION 79.42 79.42 79.42 SURFACE LOAD PARKWAY PARKWAY PARKWAY FRAME & COVER 030" 030" N/A WETLANDMEDIA VOLUME (CY) 1.60 WETLANDMEDIA DELIVERY METHOD PER CONTRACT ORIFICE SIZE (DIA. INCHES) 01,09" NOTES CONSTRUCTION NOTES AND DETAILS FOR UW MEDICINE -VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION SITE CURBING BY OTHERS C/L DRAIN DOWN UN£ 1'-2" INLET PIPE INTERNAL BYPASS DISCLOSURE: VERTICAL UNDERDRA/N I SEE NOTES THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED MANIFOLD'. PR£ -FILTER AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE =': ? CARTRIDGE ASSESSED TO ENSURE NO UPSTREAM FLOODING PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. LOW INFLOW PIPE DISCLOSURE: 71ANDMEDIA I OUTLET PIPE IT IS RECOMMENDED THAT A SUFFICIENT VARIATION IN ELEVATION BETWEEN THE BED SEE NOTES INLET AND OUTLET BE PROVIDED TO ALLOW FOR ACCUMULATION OF SEDIMENT IN THE PRE-TREATMENT CHAMBER. FAILURE TO DO SO MAY RESULT IN BLOCKAGE PATENTED 1'-2 AT INFLOW POINTS) WHICH MAY CAUSE UPSTREAM FLOODING. PERIMETER PLAN VIEW VOID AREA 0 � I 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 SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT 2. UNIT MUST BE INSTALLED ON LEVEL BASE MANUFACTURER no, RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY_ PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATONS J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE 5" 6'-4" 5" MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL CAPS T_2" AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL ELEVATION VIEW MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6, DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. 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 MANUFACTURER. SITE SPECIFIC DATA PROJECT NAME 4249 - VMC MEDICAL OFFICE BUILDING PROJECT LOCATION RENTON, WA STRUCTURE ID 12 TREATMENT REQUIRED VOLUME BASED (CF) 2-YEAR RELEASE RATE (CFS) 0.02 TREATMENT HGL AVAILABLE (FT) N/A PEAK BYPASS REQUIRED (CFS) - 1F APPLICABLE 0.066 PIPE DATA LE. MATERIAL DIAMETER INLET PIPES 87.10 CPEP 12" OUTLET PIPE 86.60 CPEP 12" PRETREATMENT BIDFILTRATION DISCHARGE RIM ELEVATION 98.17 98.17 98.17 SURFACE LOAD PARKWAY PARKWAY PARKWAY FRAME & COVER 030" 030" N/A WETLANOMEOM VOLUME (Cy) 1.60 WETLANDMEDIA DELIVERY METHOD PER CONTRACT ORIFICE SIZE (DIA. INCHES) 00.71 " NOTES: SIIE CURBING BY OTHERS rUPRYPE PR£-RTL MR CARTRIOG£ OUTLET PIPE S££ NOTES 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 SPECIFICATIONS, 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 IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. 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 CAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES, 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. 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 MANUFACTURER. -�Hq�s 18215 72ND AVENUE SOUTH m� �Z KENT, WA 98032 (425)251-6222 o (425)251-8782 FAX Zl CIVIL ENGINEERING, LAND PLANNING, /Iy0 ENGXN� SURVEYING, ENVIRONMENTAL SERVICES EA 9ANN0IE 79.42 "Q'L GRAD£ RINGS C, IL � 78.86 I TOP OF VAULT F1 F1 78.02 I � I I o NPEAK O ao HGL F -�--- fLOW 71.92 RISER E OUT 69.73 69.23 1 5"4'-0"5" RIGHT END VIEW 4 -10" LEFT END VIEW D241N DOWN LINE INTERNAL BYPASS DISCLOSURE: THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. LOW INFLOW PIPE DISCLOSURE: UNDEROR4/N r MANIFOLD IT IS RECOMMENDED THAT A SUFFICIENT VARIATION IN ELEVATION BETWEEN TH£ ',:;'=' �4_ INLET AND OUTLET BE PROVIDED TO ALLOW FOR ACCUMULATION OF SEDIMENT IN THE PRE-TREATMENT CHAMBER. FAILURE TO DO SO MAY RESULT IN BLOCKAGE . -... YQ7/ AA/AIAClVA AT INFLOW POINT(S) WHICH MAY CAUSE UPSTREAM FLOODING. U� `+'1 BED PATENTED PLAN VIEW PERIMETER VOID AREA c/L aIa 5.'I �6'I4•�+5. ��IIII ELEVATION VIEW L� SAOR ,7 �E W A Sys 24661 � o�`�sSTE ��G\�� AL 10/28/20 6"- MZy. BASE 5' �� 4'-0" _5" 4'- f0" dl RIGHT END VIEW MANHOLE 98,17 C/L :::::- WE RINGS 97.56 OF VA Ut T 95.39 a i 00 F" Hot 88.92 ROW coffma R13£R if IN 87.10 IE OUT 0o i� 86.60 LEFT END VIEW } 2 REVISED PER AS -BUILT CONDITIONS CP-03 NO. REVISION FRAME AND LADDER OR STEPS OFFSET. RIM= 86.00 MARKED "DRAIN" WITH LOCKING BOLTS SEE KCRS DWG'S 49 & 50 8" DIA. CLEANOUT SHEAR GATE PER DETAIL NOTES INVERT EL=62.75 b PIPE SUPPORTS 3" x .090 GAGE BOLTED OR EMBEDDED 2" IN WALL AT MAXIMUM 3' SPACING. MINIMUM ONE SUPPORT a a MIN. a` 12" OUTLET FRAME AND LADDER OR STEPS OFFSET. RIM= 80.63 MARKED "DRAIN" WITH LOCKING BOLTS SEE KCRS DWG'S 49 & 50 8" DIA. CLEANOUT SHEAR GATE PER DETAIL NOTES EL=63.12 O d o O d a d O d. d 4. SDMH #6 DETAIL NOT TO SCALE a d 18" OUTLET SURVEYED: DESIGNED: ZTW ZTW 10/28/2C ZTW DRAWN: ZTW ZTW 4 2 18 ZTW cHECKEO AS BY DATE APPR APPROVED: AS CB #8 DETAIL NOT TO SCALE 12" INLET PIPE INVERT EL=74.8 RISER SHALL EXTEND TO THE TOP OF THE 12" OUTLET PIPE. PIPE SUPPORTS 3" x .090 GAGE BOLTED OR EMBEDDED 2" IN WALL AT MAXIMUM 3' SPACING. 18" ]-MIN- MINIMUM ONE SUPPORT 6 INVERT EL=68.75 RISER SHALL EXTEND TO THE TOP OF THE 18" OUTLET PIPE. CONSMC'nON RECORD DRAWING THIS CONSTRUCTION RECORDING DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. NOTES: 1. PIPE SIZES & SLOPES: SEE PLANS. 2. METAL PARTS: A) CORROSION RESISTANT OR GALVANIZED OR ALUMINIZED TYPE II B) IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT I 4. FRAME & LADDER OR STEPS OFFSET SO: A) CLEANOUT GATE IS VISIBLE FROM TOP B) CLIMBDOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C) FRAME IS CLEAR OF CURB CALE: __ N/A HORIZONTAL• HAD 1983/1991 CITY OF [;%Rl RENTON ONE INCH DATUM ' AT FULL scALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY N 0 S F^il F+I NOTES: 1. PIPE SIZES & SLOPES: SEE PLANS. 2. METAL PARTS: A) CORROSION RESISTANT OR GALVANIZED OR ALUMINIZED TYPE II B) IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT I 4. FRAME & LADDER OR STEPS OFFSET SO: A) CLEANOUT GATE IS VISIBLE FROM TOP B) CLIMBDOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C) FRAME IS CLEAR OF CURB R-396420 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W U r� M Q DATE, CONSTRUCTION NOTES AND DETAILS 2/29/201 7 O UW MEDICINE - VALLEY MEDICAL CENTER FlELDBOK: PAGE W MEDICAL OFFICE BUILDING EXPANSION DRAvnNGNO: 400 SOUTH 43RD STREET 04 RENTON, WA 98055 SHEET: OF: C23 28 x 0 ry 6 0 0 cf) CD n N 0 00 N E Q) 0 0 E 0) 0 00 0 x N 00 V) 0 CD CD 00 < z Lq r, 17 q!11 ROOF DETENTION VAULT A SECTIONS FOR UW MEDICINE -VALLEY MEDICAL CENTER 100: .... : .................... 100 ........................................ 24" DIAMETER MANHOLE ACCESS 5'x 10' ACCESS' GRATE . . . . . . . . . ........... W/TYPE 2 4 . 8'.' -BARREL. ......... ......... ......... .......... -PROPOSED-GRADE ................ .......... OVER VAULT ........... .... .................... 98::111111111111111 .......... ........... .......................... ........................ : 98 ........ .. . ..... ..... b-j . . ....... ........... .. ........... -y j ... . ....... ...... .......... .... .......... ....... .... .... ..... .. ........ .......... 96 ................. V .. .......... ............ ............... ....... .... . ...... k .................. : 96 ........ .. ............ ........ • ......... .. . ...... .......... .......... .................. . '\7' 'MAX.: W;S-. -EL= 942 ...... ...... ........... 94: .......................... . ... . **—*** . ......... . .... ............. ........................ . .............. 94 .......... ........ ......... . ...... .......... ........ ..................... ........... ....... L*ADDER, TY'P; '4L'' ...... ............ : ...... ACCESS POINTS In ...... 92: ........................ . ......... ......... ....... ........................ .... ...... ................. 92 ............. :: .......... ... 1 �� ........ .1 .......... ....... .. ...... ............. ......... ......... . ........ ......... ......... ...... ...... ...... ........ .................... ...... 90: .................... ..... . ..... ............... ....... . ................. 90 SD IN ....... ......... . ...... . ....................... 12 CMP FLOW ...... REStkICTOR. RISER ...... ........... ...... W/: ORIFICES PER' ....... ...... ... ............ 88: ........... . . ... ..... DETAIL - THIS. SHEET ................ ............ .......... .... . ........ ................. 88 V; ................... ...... STATIC W.S.- EL=87.Z�P-. .............. ....... ...... BOTTOM :OF WALLS='. 86.75 . ...... .:OUT ...... -IE=87.25 ... 86. ........................ 1 . •. ................. 86 cq ... ........... ........ ... . .................... .......... ......... ........................ 4'x4' SUMP..: ......... 84 ..................... . . ..... ... ......... ......... ....... ........................ ........................ :84 .... .. ......... ......... .......... ....................... .......... . ............ .................... ............ ......... • • ............................. .................................................. : ........................ : ......................... 82 : 82 A 42 0 0 0 E tN4 G SECTION A -A SCALE: 1"=10' HORIZONTAL 1 "=2' VERTICAL 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES FLUE: i WAI 12" VENTILATION PIPE MEDICAL OFFICE BUILDING EXPANSION 1 66' 1 58' 1 24" DIAMETER MANHOLE ACCESS 24" DIAMETER MANHOLE ACCESS __ 24" DIAMETER MANHOLE ACCESS W W Ty� /TYPE 2-48" BARREL AND W/TYPE 2-48" BARREL AND W/TYPE 2-48" BARREL AND CIRCULAR CIRCULAR GRATE CI In SOLID LOCKING LID CIRCULAR GRATE MARKED "DRAIN" 0.00% LONGITUDINALLY LEVEL 86.0 b 86.0 �z 0 C-4 5'x 10' ACCESS GRATE PLAN VIEW 124' 12" IE=87.25 W/ FLOW RESTRICTOR RISER PER DETAIL THIS SHEET B A SCALE: 1 "= 10' loo:''**********************:************************:************************:************************:************************:* ....................... ........................ ........................ ........................ ........................ ........................ ........................ ........................ ........................ ........................ 100 ............................. ......... ......... ......... ......... ......... ......... ......... ......... ................................................. ......... .................................................. ......... ........................... ...... 24 . ' �DIAMETER� MANHOLE ACCESS�--\� ...... ......... ......... ........... ........... 2491- DIAMETER :MANHOLE'ACC .... ......... ......... . ........ ......... 24" DIAMETER MANHOLE'ACCESS, .... PROPOSED -GRADE-- ......... .................. Ps� ....... W E-2�48'? BARREL AND .1 ........ . ....... ...... .... ... W/T.YPE. 2 :48' -BARREL. AND ........ /TYP .............. ......... ......... W/TYPE 2-48. '.BARREL -AND ......... OVER VAULT ......... ......... ......... :: ...... CIRCULAR GRATE. ......... ......... . . . . . . . . . . . . '. .'SOLID 1OCKING 11D. .... ......... ......... ................... ........ ......... ......... ............. ....... :98 ................. ........................ ........................ ........... ........... ........................ ........................ ............................... ...................... ........................ -R-KED- `DRAIK� 98 CIRO"AR--GRATE� ........ ... ............. MA \ .................. ................ .......... ......... ................ ......................... . ... ............ ................ .................. .... ....................................... ......... ... ............ ......... ......... ......... ........ ................. ............. ......... ......... ................... ........ ........... ............................... .......... �: ............ ... ...................................................... ..;� ........................................... ...... ......... T ; ... ......... ......... ......... ......... ......... ......... ......... ......... ......... .. ............. ......... ......... ......... ......... ... .. ......... ......... ......... ......... ........ ...... ......... ....... .. ................. ....................... . .............. .......... .................. ........................ ..................... :96 96: ........................ .... .... .............. ........................ .. .................... ........................ ................ ...... ...... ........................ .............. ...... ...... . ....... . ...... ......... ......... ......... ......... ............ ... .. ......... ......... ......... ......... ..... .... ................. ............. �-Z 4A ......... ............ . ....... Tn. ............ ..................................... ......... ......... ......... ............ ............ Z - ;MAX.; W.S. EL=94.25 ..... ......... ... ......... .. ....... — . . . . . . .... ... _... _..? . ... . ... � .. ... ... . . ........ .. ......... ......... .... . ...... . ........ .... . ......... ............. : ................. :94 ........................ ........................ ........................ ....................... ........................ ........................ ........................ ........... .............. 94: ..................... ........ .... ........................ ........................ .......... ........ ...... ......... ......... ................................................. ....... . ......... ......... ......... . ......... . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . n . . . . . . . . . . ..... ..... . ... . W� .1 ... : ........................ 92: ..................... ................ ........................ ........................ ........................ ........................ ........................ .................... ........................ ................... .... ........................ .......... :92 ...... .......... ...... ........... 12"' CMP- FLOW RESTRICTOR E ......... . .................. ............ q ...... ......... ......... ......... ......... ......... ................... ....... < . ............... RISER W/- ORIFICES.. .... ............ . . .... .......... ................ ......... .......... PER :DETAIL L THIS 'SHEET' .......... ...... ....... ............... LADDER TY P.. -ALL �0_ U) ......... ......... ......... ..... . ACCESS :POINTS ......... .. ...... ......... ......... ......... ......... ....... ... ......... ...... ...... L�j ......... ..... ....... ......... ...... > ......... ......... ......... ......... �Ie. ......... .................................................. ...... ......... ......... ...... ...... ...... .................... ..................... ................ ........................ ........................ ........................ ........................ .......... :90 ........ .............. ........................ ............ ........................ ........................ ........... . ... ........ IN-: ............... ... .... ............ 90 ....... .......... ........ ......... IE=90.29 ......... ...... .......... ...... ......... ......... ......... ............................. ....... . ......... ......... ......... ......... ............ ......... ...... 7— ........... . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . A . . . . . . . . . . . < . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . cr . . . . . . . . . . . . . . . . . . . . . . . . . . LLFO 0 A " . ..................... .... .... ... I . 88 88: ........................ ..... ................. ........................ ........................ ........................ ........................ ........................ ........................ �� . .................. .... ....... . ......... ........................ ...... ....... ............ .......................... ......... ......... ......... .................. ....... . ......... ......... ....... ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CD, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -STATIC W.-S-. E-L=87-.25- ........... ..... .... . .......... .... ... ........ ............ ......... .. ...................................... .............. ............. ... 86-.75' 0LL5'EL;--a6-7$ ....... .............. ............. ....................................... ...... ......... ...•................ ............... ......... 5 '50% 'MIN ...... ........ ........ ...... ........ ........ ... 0.0070. ......... ... IE;-87.2. .... ........ ............ ....... 86: ..................... .7. 5 ..................... :86 . ......... ............ .................................................... 124! ... ................................................. ......... ......... ......... ................................................................................................... ......... ... x ................... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ............ .. ........ ... : ........................ ........................ ........................ ................ 84: ..................... ........ ........................ ........................ ........................ ........................ ........................ ........................ ........................ ........................ ..... ......... ....... :84 ......... ......... ......... ......... ........ ........ ........ .......... ........ ........ ........ ........ ......... . . . ........ .. .... ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .. .... ........ .................................................................................................................................. .. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... . ............ .......... ............................. .............................................................................................................................................................................................................................................................................................................................................................. : ......................... 82 :82 SAD WAS111 2466 6' S 1 2 ss�ON L A 10/28/20 NO. SECTION B-B SCALE: 1"=10' HORIZONTAL 1 "=2' VERTICAL REVISED PER AS -BUILT CONDITIONS CP-03 F.ITIRM Me, SURVEYED: I DESIGNED: ZTW ZTW 10/28/2C ZTW DRAWN: ZTW ZTW 4/2/18 ZTW CHECKED: AS BY DATE APPR APPROVED: AS SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL:* NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM Aav%k CITY OF RENTON Planning/Building/Public Works Dept. VAULT ACCESS LID RIM EL.=97.44 PAVED PARKIN SURFACE BOTTOM OF LID ELEVATION = 94.75 MAX WS EL= 94.2 4" ELBOW EL=92.04 RESTRICTOR PLATE W/ORIFICE DIA=1/2'$ 4" ELBOW EL=91.46 RESTRICTOR PLATE W/ORIFICE DIA= 11/16,—./ It PIPE SUPPORTS: 3"x0.090 GAGE BOLTED OR IMBEDDED 2" IN WALL @ MAX. 3'-0" SPACING (MIN. ONE SUPPORT) CLEANOUT GATE: 8"DIA. SHEAR GATE IE=87.25 2' DEAD STORAGE i 12" CMP CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORDING DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. FIELD VERIFY LOCATION FOR ATTACHMENT OF SHEAR GATE HANDLE TO WALL OF VAULT CLEANOUT SHEARGATE HANDLE TO BE HUNG FROM LADDER FOR EASIER ACCESS F----12" "�MIN. 12" SD — IE=87.25 .12" CMP RISER BOTTOM OF ORIFICE EL=85.0 -RESTRICTOR PLATE WITH ORIFICE DIA. = 1/2" FLOW RESTRICTOR RISER NOT TO SCALE DETENTION REQUIRED 17,360 CUBIC FEET DETENTION PROVIDED 17,360 CUBIC FEET R-396421 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ROOF DETENTION VAULT A SECTIONS UW MEDICINE — VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION 400 SOUTH 43RD STREET RENTON, WA 98055 DATE, 12/29/2017 FIELDBOOK: PAGE: C24 28 O 00 6 0 0 cf) a_ CD n N 0 N 0 N 00 N I ,� 4; E � Q) � 0 0 0) 3�: -lz! -0 0 E I I N 0) 0 00 m 0 7; x III m 0 :5 1-1 ztl .5 -0 to 0 N 0') 0 00 to 0 CD CD 00 W,,- m < L z B°; izz I7 q!ll SITE DETENTION VAULT B SECTIONS C.0 m FOR m 6 q!!Il UW MEDICINE -VALLEY MEDICAL CENTER = MEDICAL OFFICE BUILDING EXPANSION W4 H -In\, I 11 1__,�__ 12" IE=76.7 24 DIAMETER MANHOLE AL;UtZ:S W/TYPE 2-48" BARREL AND CIRCULAR GRATE B DETENTION REQUIRED 22,277 CUBIC FEET DETENTION PROVIDED 22,277 CUBIC FEET 24" DIAMETER MANHOLE ACCESS W/ TYPE 2-48" BARREL 24" DIAMETER MANHOLE ACCESS W/ TYPE 2-48" BARREL 7************************:**** .... : .... .... ......... : ........................ : ............ ......... :.:.....: .............. :* ....... : ......... : . . . . . ......... . ....... ......... :::::: :* ..... : ......... : ........ : . . . . . ......... . * ....... ......... ........ : ......... : ----- . .. ...... ......... .. ..... . ...... ........... : : ......... : �-'--` - . 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I I I . . �� i �� :************************:************************:************************:********** .............. : ........................ : ........................ : ........................ : ........................ : ........................ : ........................ : ........................ : ...................... : : ..: ........................ : ........................ : ........................ : . : : : . :64 64 * * * . . . . . . . . . . . . : ......... : ......... : ......... : ......... : ............................. ......... ......... ......... ................... ......... ......... ......... : . . : . . . . . . . . . . . . . . . - : ......... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : .......... . . . . . . . . . . . . . . . . : ......... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : . . . . . . . . . . . . . . . . : ......... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : ......... : . . . . . . . . . . . . . . . . ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 - (425)251 -8782 FAX - CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES I --.--.-- I I NO. SECTION B-B SCALE: 1"=10' HORIZONTAL 1"=2' VERTICAL SURVEYED: SCALE: VERTICAL: NAVD 1988 1 0 HORIZONTAL- NAD 1983/1991 DESIGNED: N/A % I CITY OF : ZTW RENTON ll� RENTON REVISED PER AS -BUILT CONDITIONS I ONE INCH DATUM e . CP-03 ZTW 4/2/18 ZTW CHECKED: I AT FULL SCALE Planning/Building/Public Works Dept. AS IF NOT ONE INCH REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY AS CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORDING DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. VAULT ACCESS LID RIM EL.=80.52 PAVED PARKING - SURFACE .. . A . , , . � I Izu,- FIELD VERIFY LOCATION FOR ATTACHMENT OF BOTTOM OF LIDSHEAR GATE HANDLE TO ELEVATION = 78.3 . .1 . . '. WALL OF VAULT MAX WS EL= 77.8 __ + . : 4 11 I . I 4" ELBOW EL=76.00 _;°, I :P - CLEANOUT SHEARGATE RESTRICTOR PLATE ... HANDLE TO BE HUNG W/ORIFICE DIA=1/2" .:' FROM LADDER FOR - ,. EASIER 4" ELBOW EL=75.00__tjj - RESTRICTOR PLATE .... W/ORIFICE DIA=10/16" PIPE SUPPORTS: .. 3%0.090 GAGE --------- _= .. . 12" MIN. BOLTED OR IMBEDDED 1 2" IN WALL @ MAX. 3'-O" SPACING 12" CmP (MIN. ONE SUPPORT) 12" SD CLEANOUT GATE: - 8"DIA. SHEAR ...... I GATE IE=70.0 I , \ A.: .. IE=70.0 \- ' -12" CMP RISER 2' DEAD STORAGE _/___� I . I . -.. .1 .. i . ---BOTTOM OF ORIFICE IF— �\._ : EL=68.0 z a_ .. . - C-4 Cn . . . \_RESTRICTOR PLATE .. .. I , . .1 . I WITH ORIFICE -1 ... . , I .,a .. .., - . ... �. �l .. DIA. = 1/2" FLOW RESTRICTOR RISER NOT TO SCALE R-396422 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SITE DETENTION VAULT B SECTIONS UW MEDICINE - VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION 400 SOUTH 43RD STREET RENTON, WA 98055 DATE, 017 FIELDBOOK: PAGE: ILO = 00 N S r-01 u N 0 LO 0 S I C.0 r-01 04 PO Q0 cn O Q W O U 0 0 N 0 N DO N 0 E CD 0 CD 7D CD 0 U U Q z 0 N 0 co m 0 X LLJ m 0 / / N 0 03 i 0 0 0 00 w j z� J E LL 5' x 10' ACCESS GRATE 12" IN IE IN = 93.34 ---' 4'x4' SUMP 12" 01- e 11 2' MINIMUM SEPARATION--, BETWEEN LADDER AND RISER 24" DIAMETER MANHOLE ACCESS W/TYPE 2-48" BARREL AND CIRCULAR GRATE 12" IE=87.25 W/ FLOW RESTRICTOR RISER PER DETAIL THIS SHEET PLAN VIEW 1 "= 10, 100' �z Ln cn M cn M FOR UW MEDICINE - VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION 0.00% LONGITUDINALLY LEVEL 0.00% LONGITUDINALLY LEVEL 0 N 24" DIAMETER MANHOLE ACCESS W/TYPE 2-48" BARREL AND CIRCULAR GRATE 24" DIAMETER MANHOLE ACCESS W/TYPE 2-48" BARREL AND CIRCULAR GRATE 5' OPENING IN WALL ......................................................................................................................................................................................................................................................................... 24" DIAMETER MANHOLE ACCESS....................... . .TYPE . BARREL AND : : . . . . . . . . . . . ........ . . . . . . . . . . . . . . . . . . . . . . . . . ......... . .............................................CERCUALR. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GRATE . . . . . . . : . . . . . . . . : : : : : : : : : : PROPOSED. GRADE : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 x10' ACCESS GRATE OVER VAULT 98 :.:....:....:....:....:.:................. ......... ........................ :....................... :....................... :...................... :.......................:.......................:................ ...... ...............................................:.:........................: 71 98 96 :........ .:....:....:....:.... ........................ .o .......:.........:.........:.........:.........:.........:.........:.........: .................................................................................................................................................................................................... ....... ` ..................: 96 ....... I SD ....... .....IN. ............... .:`... ... ........ ...... . .... ... ....... ...... . ......... ........ . . . . . . . . . ...: . . . . . . . . . . . .... MAX. W.S. EL=94:25. . . . . . . . . . �. . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................... . . . . . . . 94 :..................... —. :... ......................................................................................o:....................................... ...... ........... ................................................................................................. ................. 94 ......... ......... ........�:......... ...... .. . Q: o: . ...... e m. oi.l: ....... ........ . ...... ......... ......... ........Lw: ... ......... ......... ...of:.:......:..:.........:.........:... ......... ......... ........ L':.........:.........:.........:.........:... ........ ......... ......... ....... LADDER: TYR:ALL :::: .. .. .. . .IE-9.3,34. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ACCESS .POINTS . 92 :....................... .: .........�..... .:.. LAD.D:ER.: TYP..: ALL:....:....:....:.:.:....:....:....:....:.:.:....:....:....:....:.:.:....:....:....:......:.......................:.......................:.......................:......:....:....:...... ..." ................. . . . . . . . . . . : . . . . . . . ACCESS POIfTS : . . . . . . . . . : . . . . . . . . . : . . . . . w . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . :::::::: :::::::: ..... ...... :::::: a ....... ...... �. 0 ........ ......... ......... ........ ....... ...... ...... ........ ........ ........ ........ .....cf). ......... ......... ......... ....... ....... ......... ........ ........ ........ ........ ........ .....�. w. ........ ..... .... ......... ........ ....... ...... 9O:...................... . . .e . . . . . . . . . . . ...... 12...CMP..FLO.W..RESTRICTQR........................................................................................................................................................ . . . . . . . . . . . . . J . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . 9O RISER .W/. ORIFICES : . . . . . . . . . . . . . . . . . . . . . . . . . I�: : : . . . . . . .......... . .PER DETAIL THIS SHEET. ......... ......... ....... .. . . . . . . . 1:2t :: ::::::::: : :: ::::::::: ::::::: ::::::::: ::::::::: �.w . .. ...................... �......... ......... Q ....... ........ ......... ......... ....... .....................88 88 :.........:.........:......... w.� .. ......... ......... ......... ........ ....... .... IE=87.:25: e STATIC W.S. EL-87:25 .. ....... ........ ...... .. — .. ...... ...... .. ... .. m ..... w86:75 .......... ............................ .......:.................................... 86 ..................... ...............: 86 Z ... ......... ......... ......... ......... :.........:.........:.........:.........:.........:.........:.........:.........:.........:.. ......... ......... ......... ......... ......... ......... 84 .............. ..... ........:.......................:.......................:.......................:.......................:.......................:.......................:.......................:.......................:.......................:.......................: 84 N ........ ;.:.........:.........:.........:.........:.........:.........:.........:.........:.........: 04 SUMP::: ................ ..... ......... ...... ..... ............... 82 . ........................ ........................ ........................ ........................ ........................ :....................... :....................... :....................... :....................... :....................... . 82 ................. SECTION B-B SCALE: 1 "=10' HORIZONTAL 1 "=2' VERTICAL 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES L� SA Dl of W A Sys ti S • O Iu 24661 �'/STE�� i A L 10/28/20 24" DIAMETER MANHOLE; ACCESS :PROPO:SED GRADE W/TYPE 2-48" BARREL AND OVER: VAULT CIRCULAR. GRATE : : : : : : : : : : : : ......:5x1.0 . . . . . . . . . . . . . . . ACCESS: GRATE . . . . . . 98....:....:....:....:....................................:.....:............................ :.......... 98 96 .......... .::. :... 96 MAX. W.S. LL..94.25...':..J................ 94 .... :.........................':.:........................ Y�.:. :.........: 94 12" CMP FLOW RESTRI:CTOR LADDER :TYP. ALL RISER W/ ORIFICES ACCESS POINTS PER DETAIL THIS : SHEET 92 ................ :.., T' so IN...... .:........................ 92 IE = 93.34 ............... ............ 90....:....:..:.............. .............................. . .... ... .......................: :.......... 90 ::2:0':: 88 .......... ......................j. ... .. :.............. ........................ ..... 88 12" : SD: OUT STATIC W.S. I E _ 87.25 — EL=87.25 ......... ........................ 86 ........ 86.75 86.25 ...... z 84 ..... N ................................................ 4'X4' SUMP .. 84 82 .., ................... :........................ : 82 SURVEYED: DESIGNED: ZTW 2 REVISED PER AS —BUILT CONDITIONS ZTW I 0/28/2C ZTW DRAWN: ZTW 0 CP-03 ZTW 4 2 18 ZTW CHECKED: AS N0. REVISION BY DATE APPR APPROVED: AS SCALE: SECTION A -A SCALE: 1 "=10' HORIZONTAL 1 "=2' VERTICAL N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DAT U M CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORDING DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. VAULT ACCESS LID RIM EL.=97.41 PAVED PARKING — SURFACE a ° FIELD VERIFY LOCATION FOR ATTACHMENT OF BOTTOM OF LID SHEAR GATE HANDLE TO ELEVATION = 94.75 WALL OF VAULT MAX WS EL= 94.2 -- 4" ELBOW EL=93.05 CLEANOUT SHEARGATE RESTRICTOR PLATE HANDLE TO BE HUNG W/ORIFICE DIA=13/16" FROM LADDER FOR EASIER ACCESS 4" ELBOW EL=91.25 RESTRICTOR PLATE W/ORIFICE DIA=17/32" PIPE SUPPORTS: 3"x0.090 GAGE 12" MIN. BOLTED OR IMBEDDED 2" IN WALL MAX. 3'-0" SPACING 12" CMP (MIN. ONE SUPPORT) 12" SO CLEANOUT GATE: 8"DIA. SHEAR GATE IE-87.25 IE-87.25 12" CMP RISER J2' DEAD STORAGE --BOTTOM OF ORIFICE EL-85.25 z m N� RESTRICTOR PLATE WITH ORIFICE DIA. = 9/ 16 CITY OF ,R RENTON Planning/Building/Public Works Dept. FLOW RESTRICTOR RISER NOT TO SCALE DETENTION REQUIRED 13,300 CUBIC FEET 0111 •0 "•T 9 13,300 CUBIC FEET R-396423 00 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W V Q DATE: NORTH ROAD VAULT C SECTIONS 2K 9/201 7 UW MEDICINE - VALLEY MEDICAL CENTER FIEL PAGE: W MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: 400 SOUTH 43RD STREET a RENTON, WA 98055 SHEET: OF: C26 28 > RT to M O we TF a TREE RETENTION PLAN Print Form Reset Form Save Form DEPARTMENTCOMMUNITY Ren on O AND ECONOMICIC DEVELOPMENT TREE RETENTION WORKSHEET Planning Division 1055 South Grady Way -Renton, WA 98057 Phone: 425-430-7200 1 www.rentonwa.gov 1. Total number of trees over 6" diameter', or alder or cottonwood trees at least 8" in diameter on project site 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerous Trees in proposed public streets Trees in proposed private access easements/tracts Trees in critical areas3 and buffers Total number of excluded trees: 45 trees 0 trees 0 trees 0 trees 0 trees 0 trees 3. Subtract line 2 from line 1: 45 trees 4. Next, to determine the number of trees that must be retained 4, multiply line 3 by: 0.3 in zones RC, R-1, R-4, R-6 or R-8 IF line 6 is zero or less, stop here. No replacement trees are required) 0.2 in all other residential zones trees 0.1 in all commercial and industrial zones 4.5 trees 5. List the number of 6" in diameter, or alder or cottonwood trees inches over 8" in diameter that you are proposings to retain: 0 trees 6. Subtract line 5 from line 4 for trees to be replaced: IF line 6 is zero or less, stop here. No replacement trees are required) 5 trees 7. Multiply line 6 by 12" for number of required replacement Inches: 60 inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required for replacement otherwise enter a) 3" & 4" inches per tree 9. Divide line 7 by line 8 for number of replacement trees`: (If remainder Is .5 or greater, round up to the next whole number) 18 trees 1 Measured at 4.5' above grade. 2 A tree certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed landscape architect, or certified arborist, and approved by the City. a Critical areas, such as wetlands, streams, floodplain and protected slopes, are defined in RMC 4-3-050. 4 Count only those trees to be retained outside of critical areas and buffers. a The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4.4-13011-]a. a When the required number of protected trees cannot be retained, replacement trees, with at least a two-inch IT') caliper or an evergreen at least six feet (6') tall, shall be planned. See RMC 4-4-130.H.1.e.(ii) for prohibited types of replacement trees. 1 H:\CED\Data\Forms-Templates\Self-Help Handouts\Planf ing\Tree Retention Workshee .docx 08/2015 NOTE: SEE SHEET L-2 FOR REPLACEMENT TREE SPECIES, CALIPER AND QUANTITY Pretectlon Measures During Construction: Protection measures In this subsection shall apply for all trees that are to be retained All of the following Vee pmtectlon measures shall apply. a. Construdion Storage Prohili The applicant may not 91, excavate, stack or store any equipment, dispose of any materials, supplies or rules, operate any equipment. Install Impervious surfaces, or compact the earth In any way within the area defined by the drip line of any tree to be retained. In. Fenced Protection Area Required: Prior to development activities, the applicant shall erect and maintain slx-foot (9) high chain link temporary construction fencing around Me tltlp Imes of all retained trees or at a distance surrounding the tree equal to one and onepuaner feet (1.25') for every one Inch L ) of trunk caliper, whichever Is greater, or along the perimeter of a tree protection tract. Placards shall be placed on fencing every flog feel (50) Indicating the words, "NO TRESPASSING—Protected Trees; or on each side of the fencing Uses than My met (50'6 Site access to Individually promcmtl trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on four (4) sides. In addMbn, the applicant steal provide supervmbn whenever equipment or trucks are moving near trees. c. Protection from Grade Changes: If Me grade level adjoining to a tree to be retained is to be mised, the applicant shall construct a dry puck well or rock well around the tree. The diameter of this wall or wet mud be equal to the tree's drip Inc. d Impervious Surfaces Prohlbged within Me Drip Una: The applicant may not III Impervious surface material Within the area defined by the drip line of any tree to be regained. e. Restrictions on Grading within the Drip Lines of Retained Trees: The grade level among any Vee he be pushed may not be lowered within the greater of Me following areas: (b the area defined by the tltlp line of Me tree, or (II) an area round the tree equal to one and one-half feet D -1R') In diameter for each one Inch IT) of tree caliper. A larger tree protection zone based on tree size, species, cols, or other condnons may be required (Ord. 5676,1232012) C Mulch Lever Required: All areas within the required fencing shall be covered completely and evenly with a minimum of three inches Or) of wood chip mulch prior to installation of the protective fencing. Excaptions may W approved 9the mulch will adversely affect protected ground cover plans. (Ord. 55741232012) g. Monaoring Required during Construction: The applicant shall retain a canned shared or licensed landscape architect to ensure trees are protected from development activities and/or to prune branches and open, rootlike, and Water as appropriate for shortness and ground cover Mat are to be retained. In. Alternative Production: Almrnadve safeguards may be used If determined to provide equal or greater tree promotion. (Ord 5676,1232012) TREE PROTECTION DETAIL 1-=30' reli 'ris'taman � CITY OF Z1N � RENTON sloe ZTW DATUM ay ii I w w I Planning/Ruaditq/Public Works Dept. NO. REVISION BY DATE MPR "d®s STATE OF WASHINGTON REGISTERED LANDSCAPE ARSHITECT JEFF M. VARLET CERTIFICATE No. 774 R-3964-25 IN COMPLIANCE WITH CITY OF RENTON STANDARDS JRRENT PLANNING cclose 01/22/2018 TREE RETENTION PLAN UW MEDICINE - VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION 400 SOUTH 43RD STREET RENTON, WASHINGTON 98055 I 0 we TF a WORK LIMITS LEGEND O OUTDOOR LIGHT, TYPICAL. SEE ARCHITECTURAL SET TOPSOIL DEPTH. SEE'LANDSCAPE PLANTER DETAIL' SHEET L-3 UNDERGROUND TUNNEL. SEE ARCHITECTURE SET LANDSCAPE and IRRIGATION PLAN FOR UW MEDICINE - VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSIONTOOPSOIL DEPTH. SEE'LANDSCAPE p NTER DETAIL' SHEET L3 a i r �° LANDSCAPE CONTRACTOR TO RETURN AREA TO PRE -CONSTRUCTION CONDITION. INSTALL NEW TOPSOIL ONLY TO BRING GRADE UP TO iz zs i PRE -CONSTRUCTION LEVEL No. REVISION AIL'G AVEL MAINTENAN P/ T IJA NTTOBU4l_DING'„b L- /ETAIL'DRAI ROCK�T`1 I ,ENTTOB ILDING' / -3' I / CIGH' BUILDING' SHEET OHT, TYPAl� /j LIGHT, TYPI18 STATE OF WASHINGTON REGISTERED LANDSCAPE ARSHNECT JEFF A. VARLET CERTIFICATE No. 774 CLEAN OUT • • YJ *Lv, ii rT#i p�1�aINCLUDES•• FOR ••• ♦ 701 a�GREEN ROOF DRAINAGE SYSTEM 7 --/—OUTLINE OF •• • PORTION OFGREEN ROOF(DASHED LINE) SEE ROOFTOP SOIL MEDIA AND DRAINAGE DETAIL THIS SET MR WIN& SEE ROOFTOP SOIL MEDIA EDGE e SAI,RESTRAINT DETAIL TOPSOIL DEPTH. SEE'LANDSCAPE PLANTER DETAIL' SHEET L-3 WORK LIMITS SEE DETAIL'DRAIN ROCK EDGING ADJACENT TO BUILDING' SHEET L-3 TOPSOIL DEPTH. SEE'LANDSCAPE PLANTER DETAIL' SHEET L-3 IN 9 aray �4S '.t2111` �1 . G i \� 6 r' r • - • • ,III.P� • • •- R-3964-26 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING Q cclose 01/22/2018 LANDSCAPE PLAN UW MEDICINE - VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION 400 SOUTH 43RD STREET RENTON, WASHINGTON 98055 M O we Ti VWTI 011WO ME10bill 4mm SYM LANDSCAPE and IRRIGATION PLAN FOR UW MEDICINE - VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION QUANTITY SIZE REPLACEMENT CHES IN BOTANICAL/COMMON NAMES CONDITION SPACING p RENTHESIS REMARKS BOL TREES: FULL AND MATCHING APPLY ADDITIONAL 4 OZ. 8-32-16 FERTILIZER INTO TOP 2" OF PUNTING MIX. AMELANCHIER x GRANDIFLORA / 3" CAL. AS SHOWN 3 (9) FULL AND MATCHING 'PRINCESS DIANA' SERVICEBERRY• 8 & B ON PLAN FULL AND MATCHING SHRUB PLANTING DETAIL FULL AND MATCHING NOT TO SCALE FULL AND MATCHING HAMAMELIS INT. 'ARNOLD'S PROMISE' / 8'-10' HT. AS SHOWN 3 (0) WITCH HAZEL B & B ON PLAN STYRAX JAPONICA / 4" CAL. AS SHOWN 3 (12) JAPANESESNOWBEUL*B & B ON PLAN 'BOW AGER RUBRUM 'BOWHALAU L' / 4" CAL. AS SHOWN 3 (12) BOWHALL MAPLE* B & B ON PLAN OUERCUS ROBUR x ALBA 'SKINNY GENES' / 3" CAL. AS SHOWN 9 (27) W� COLUMNAR OAK* B & B ON PLAN 60 *DENOTES REPLACEMENT TREE. 60 TOTAL REPLACEMENT INCHES REQUIRED. 60 INCHES PROVIDED. SEE SHEET L-1 FOR REPLACEMENT TREE LOCATIONS CALIPER IS MEASURED 4.5' ABOVE FINISH GRADE SHRUBS: ® CORNUS STOLONIFERA 'MIDWINTER FIRE' / DOGWOOD 2 -GALLON AS SHOWN 34 ®e HEBE SP. VARIEGATA / VARIEGATED HERE 2 -GALLON AS SHOWN 80 HERE SP. 'PINOCCHIO' / VARIEGATED HERE 2 -GALLON AS SHOWN 163 LH PIERS JAPONICA 'UTTLE HEATH' / LILY OF THE VALLEY SHRUB 2 -GALLON AS SHOWN 41 PANICUM VIRGATUM 'HEAVY METAL' / SWITCH GRASS 2 -GALLON AS SHOWN 21 PENNISETUM AUDI 'HAMELN' / FOUNTAIN GRASS 2 -GALLON AS SHOWN 198 ® BERBERIS THUNBERGII 'ADMIRATION' / BARBERRY 2 -GALLON AS SHOWN 184 Bk JUNCUS PATENS 'ELK BLUE' / GRAY RUSH 2 -GALLON AS SHOWN 74 ® CORNUS ALBA 'KESSELRINGII' / DOGWOOD 2 -GALLON AS SHOWN 20 ® DESCHAMPSN CAESP. 'NORTHERN LIGHTS' / TUFTED HAIR GRASS 2 -GALLON AS SHOWN 44 ® EUONYMUS FORTUNEI 'EMERALD N GOLD' / EUONYMUS 2 -GALLON AS SHOWN 142 ® HELLEBORUS 'ICE N ROSES RED' / LENTEN ROSE 2 -GALLON AS SHOWN 81 ® HELLEBORUS 'KLONDIKE GOLD' / LENTEN ROSE 2 -GALLON AS SHOWN 78 ® MISCANTHUS SINENSIS YAKU JIM' / MAIDEN GRASS 2 -GALLON AS SHOWN 32 © NANDINA DOMESTICA 'LEMON LIME' / HEAVENLY BAMBOO 2 -GALLON AS SHOWN 170 ® STIPA ARUNDINACEA / NEW ZEALAND WIND GRASS 2 -GALLON AS SHOWN 29 ® PEROVSKM ATM. 'LITTLE SPIRES' / DWARF RUSSIAN SAGE 2 -GALLON AS SHOWN 112 ® BRUNERRA MACROPHYLIA 'JACK FROST' 2 -GALLON AS SHOWN 65 © CARE% LAXICULMIS 'BUNNY BLUE' 1 -GALLON AS SHOWN 110 0 CAREX TESTACEA 'PRAIRIE FIRE' 1 -GALLON AS SHOWN 96 0 EPIMEDIUM LISHIHCHENII 1 -GALLON AS SHOWN 91 0 EUONYMUS 'GOLD SPLASH' 1 -GALLON AS SHOWN 22 0 URIOPE MUSCARI 'BIG BLUE' 1 -GALLON AS SHOWN 121 0 SALVIA NEMOROSA 'MAY NIGH' 1 -GALLON AS SHOWN 37 0 IAVENDUUA STOECHAS 'ANOUK DEEP ROSE' 1 -GALLON AS SHOWN 50 GROUND COVER: LAWN. COMMERCIAL SEED MIX No. FULL AND MATCHING. STAKE AND GUY FOR ONE YEAR, MULTI -TRUNK FULL AND MATCHING. STAKE AND GUY FOR ONE YEAR, MULTI -TRUNK FULL AND MATCHING. STAKE AND GUY FOR ONE YEAR FULL AND MATCHING. STAKE AND GUY FOR ONE YEAR FULL AND MATCHING. STAKE AND GUY FOR ONE YEAR FULL AND MATCHING FULL AND MATCHING FULL AND MATCHING FULL AND MATCHING FULL AND MATCHING FULL AND MATCHING FULL AND MATCHING FULL AND MATCHING FULL AND MATCHING FULL AND MATCHING FULL AND MATCHING FULL AND MATCHING FULL AND MATCHING FULL AND MATCHING FULL AND MATCHING FULL AND MATCHING PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. PROTECT TRUNK AND LIMBS FROM INJURY. BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION. REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. (2) LOOGEPOLE STAKES, WITH ELASTIC CHAIN -LOCK TYPE GUYS TIED IN FIGURE EIGHT, REMOVE AFTER ONE GROWING SEASON, STAKES AND TREE TO BE PLUMB PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND INSTALLATION REMOVE AT COMPLETION OF PUNTING LAWN PLANTING: PROVIDE 3'0 "NO GRASS" TREE RING AND — 2" DEEP MULCH LAYER IN WELL. HOLD BACK FROM TRUNK 8" TO loll FINISH GRADE _ PREPARE PLANTING BED PER SPECS; AT MIN., LOOSEN AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 2 TIMES BALL DIAMETER SCORES RAb ALLPAND W AK`T'Ui;TAIYE SIL AWAY FROM PERIMETER ROOTS S SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE 24" MINIMUM DECIDUOUS TREE PLANTING/STAKING DETAIL NOT TO SCALL 3x THE FOOTBALL DIAMETER SHRUB - PRUNE AS DIRECTED BY LANDSCAPE ARCHITECT 2" DEEP MULCH LAYER 4" SAUCER FOR WATERING BACKFILL TO BE A MIX OF TOPSOIL, FERTILIZER. AND PEAT MOSS SCARIFY ROOTBALL ON CONTAINER MATERIAL. REMOVE TOP 1/3 OF BURLAP ON B&B MATERIAL DUST ROOT BALL WITH ROOT GROWTH HORMONE FULL AND MATCHING NOTE: FULL AND MATCHING APPLY ADDITIONAL 4 OZ. 8-32-16 FERTILIZER INTO TOP 2" OF PUNTING MIX. FULL AND MATCHING PLANT SHRUB HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE AWAY FROM ROOTBALL. ROUGHEN ALL SURFACES OF PIT. FULL AND MATCHING CUT AND REMOVE BURLAP FROM ROOT BALL FULL AND MATCHING SHRUB PLANTING DETAIL FULL AND MATCHING NOT TO SCALE FULL AND MATCHING FULL AND MATCHING FULL AND MATCHING 2" MULCH LAYER FEATHER EXCESS _ SOIL UNDER MULCH 1" MULCH AT CROWN 1/2" ABOVE GRADE 1" ABOVE GRADE— NOTE: REMOVE CONTAINER AND WORK ROOTS FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY. SEE PLANT LIST FOR PLANT SPACING. LE(PLANTED nUloN CCNTPNER 1l3CLlLN CdlfAL81 w1J (PLANTED, �OFE MULCH) ( R.AM®96�IE MACNDH) GROUNDCOVER PLANTING DETAIL NOT TO SCALE STATE OF WASHINGTON REGISTERED LANDSCAPE �i JEFF M. VARLET CERTFICATE No. 774 R-3964-27 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING cclose 01 /22/2018 T =30' LANDSCAPE PLAN -PLANT SCHEDULE CITY OF UW MEDICINE - VALLEY MEDICAL CENTER W� =TM RENTON MEDICAL OFFICE BUILDING EXPANSION DATUM a.wl� 5 .. w I Plaaaiag/Bulltllag/Public Wows aPL• 400 SOUTH 43RD STREET REVISION BY DATE APPR ..-®5 RENTON, WASHINGTON 98055 CID O 00 N O O I 00 M O O O Q J N O L0 O O O T9 7 M O we II J1 MULCH AT CURB DETAIL NOT TO SCALE BERM HEIGHT 6" MIN _ (NOT ADJACENT TO BLDG. SOIL LINE: 3" IN IN LAWN MULCH, I" Y1ICTtl[EPIa REMOVE EXCESS GRAVEL\�\ AND PAVING COARSE TRANSITION FROM TOPSOIL TO SUBSOIL NOTE: OVER EXCAVATE PARKING LOT PLANTERS TO LOOSEN COMPACTED SUBBASE LANDSCAPE PLANTER DETAIL NOT TO SCALE FINISH GRADE AT — 4:1 SLOPE MAXIMUM 2% SLOPE MINIMUM CURB PER CIVIL - DRAWINGS (WALK SIMILAR) 2" MULCH LAYER 1" MAX. TOP OF CURB TO TOP OF MULCH lowilmill SILS� SIIA. PLANTER SECTION DETAIL NOT TO SCALE TOPSOIL SE17LED (COMPACTED CONDITION) CURB OR SIDEWALK 1-1/2- DRAIN AT LOW POINTS & 10' SPACING MAXIMUM PAVING (SEE CIVIL PLANS) 12" MAX. LIP 2" MULCH LAYER TOPSOIL AS SPECIFIED LANDSCAPE and IRRIGATION PLAN FOR UW MEDICINE - VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION PLANT MATERIAL. SEE LANDSCAPE SET MULCH LAYER. SEE SPECS MEDIA, 'INTENSIVE LITETOP GROWING AMERICAN HYDROTECH BY AMERICAN FILL VOIDS OF GARDENDRAIN WITH 'LITE TOP' EXPANDED AGGREGATE. SEE SPECS. FILL LEVEL WITH TOPS OF GARDENDRAIN DIMPLES DRAINAGE/RETENTION/AERATION ELEMENT. HYDROTECH GARDENDRAIN GR30. SEE SPECS HYDRODRAIN 300 BY AMERICAN HYDROTECH. SEE SPECS ROOFTOP SOIL MEDIA AND DRAINAGE DETAIL NOT TO SCALE FINISH GRADE AT 3:1 SLOPE MAXIMUM O 10:1 SLOPE MINIMUM PREPARED SUBGRADE Vt 1" MAX. CLEAR PLANT MATERIAL. SEE LANDSCAPE SET GROWING MEDIA, 'INTENSIVE UTETOP GROWING MEDIA BY AMERICAN HYDROTECH. KEEP TOP OF MEDIA 3/4" BELOW TOP OF GARDENEDGE GARDENEDGE BY AMERICAN HYDROTECH. SEE SPECS. INSTALL 8" LEVELING STRIPS AROUND ALL SIDES AS NOTED TO INCREASE OVERALL HEIGHT TO MINIMUM 12". BOLT LEVELING STRIPS TO GARDENEDGE PER AMERICAN HYDROTECH INSTRUCTIONS SYSTEMFILTER BY AMERICAN HYDROTECH. SEE SPECS 311 4 GARDENDRAIN GR30. SEE 'ROOFTOP SOIL MEDIA AND DRAINAGE DETAIL' ADJACENT SURFACING VARIES. SEE ARCHITECTURAL AND CIVIL SET HYDRODRAW 300 BY AMERICAN HYDROTECH ROOFTOP SOIL MEDIA EDGE RESTRAINT DETAIL NOT TO SCALE BUILDING WALL PLANTING BED ADJACENT TO BUILDING CONCRETE SIDEWALK Nx4" RECYCLED PLASTIC LUMBER EDGING. RESTRAIN IN PLACE WITH 16" LENGTH METAL STAKES WEED BARRIER FABRIC WASHED ROUNDED DRAIN ROCK DRAIN ROCK EDGING ADJACENT TO BUILDING ...a 1"=30' ZTM 'I 4y� I ,�� Fw DATUM AS � N0. REVISION BY DATE MPR "�®5 GRAVEL MAINTENANCE PATH ADJACENT TO BUILDLING NOT TO SCALE CITY OF RENTON Plannin9/e0I Warks Dept. STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT JEFF M. VARLET CERTIBCATE No. 774 PLANT MATERIAL. SEE LANDSCAPE SET CHEEKWALL. SEE ARCHITECTURAL SET SEE DETAILS 'ROOFTOP SOIL MEDIA RESTRAINT DETAIL' THIS SHEET R-3964-28 IN COMPLIANCE WITH CITY OF RENTON STANDARDS JRRENT cclose 01/22/2018 SURFACE UTILITY 8 I IIstraka 01/22/2018 LANDSCAPE PLAN - NOTES AND DETAILS UW MEDICINE - VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION 400 SOUTH 43RD STREET RENTON, WASHINGTON 98055 0w KU OZ 0 UZ Q- �a 3x z za a _0 0 PLANT MATERIAL. SEE LANDSCAPE SET GROWING MEDIA, 'INTENSIVE UTETOP GROWING MEDIA BY AMERICAN HYDROTECH. KEEP TOP OF MEDIA 3/4" BELOW TOP OF GARDENEDGE GARDENEDGE BY AMERICAN HYDROTECH. SEE SPECS. INSTALL 8" LEVELING STRIPS AROUND ALL SIDES AS NOTED TO INCREASE OVERALL HEIGHT TO MINIMUM 12". BOLT LEVELING STRIPS TO GARDENEDGE PER AMERICAN HYDROTECH INSTRUCTIONS SYSTEMFILTER BY AMERICAN HYDROTECH. SEE SPECS 311 4 GARDENDRAIN GR30. SEE 'ROOFTOP SOIL MEDIA AND DRAINAGE DETAIL' ADJACENT SURFACING VARIES. SEE ARCHITECTURAL AND CIVIL SET HYDRODRAW 300 BY AMERICAN HYDROTECH ROOFTOP SOIL MEDIA EDGE RESTRAINT DETAIL NOT TO SCALE BUILDING WALL PLANTING BED ADJACENT TO BUILDING CONCRETE SIDEWALK Nx4" RECYCLED PLASTIC LUMBER EDGING. RESTRAIN IN PLACE WITH 16" LENGTH METAL STAKES WEED BARRIER FABRIC WASHED ROUNDED DRAIN ROCK DRAIN ROCK EDGING ADJACENT TO BUILDING ...a 1"=30' ZTM 'I 4y� I ,�� Fw DATUM AS � N0. REVISION BY DATE MPR "�®5 GRAVEL MAINTENANCE PATH ADJACENT TO BUILDLING NOT TO SCALE CITY OF RENTON Plannin9/e0I Warks Dept. STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT JEFF M. VARLET CERTIBCATE No. 774 PLANT MATERIAL. SEE LANDSCAPE SET CHEEKWALL. SEE ARCHITECTURAL SET SEE DETAILS 'ROOFTOP SOIL MEDIA RESTRAINT DETAIL' THIS SHEET R-3964-28 IN COMPLIANCE WITH CITY OF RENTON STANDARDS JRRENT cclose 01/22/2018 SURFACE UTILITY 8 I IIstraka 01/22/2018 LANDSCAPE PLAN - NOTES AND DETAILS UW MEDICINE - VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION 400 SOUTH 43RD STREET RENTON, WASHINGTON 98055 I O we II J• LANDSCAPE and IRRIGATION PLAN FOR UW MEDICINE - VALLEY MEDICAL C MEDICAL OFFICE BUILDING EXPANSION NEW WATER METER AND SERVICE -IRRIGATION SLEEVE FOR LINE FOR LANSCAPE IRRIGATION. SEE MAINLINE, TYPICAL. COORDINATE CITY OF RENTON STANDARD DETAIL LOCATION WITH GENERAL I_ 2¢t IN IVIL SET WATER PLAN CONTRACTOR /f WORK LIMITS x� i _ • i //t 1A 4 y tz:., : • . ♦:a �l Y Y it ADDTL IRRIGATION 'IRRIGATIdN CONTROLLE ir 9 I Q RRIGATION RAIN SENSOR. COORDINA WIRING LOCATION WITH GENERAL �CONTRACTOR i SPLIT E�LEVAT ON WITHLINTER 1/ HCV CHECK VALVE I PROVIDE SUPPLEMENTAL WATER LAWN SEED MIX UNTIL ESTABLISHMENT. DO NOT CONNECT TO PROPOSED IRRIGATION SYSTEM WORK LIMITS �-WAV .�11, ,9 m it ADDTL IRRIGATION 'IRRIGATIdN CONTROLLE ir 9 I Q RRIGATION RAIN SENSOR. COORDINA WIRING LOCATION WITH GENERAL �CONTRACTOR i SPLIT E�LEVAT ON WITHLINTER 1/ HCV CHECK VALVE I PROVIDE SUPPLEMENTAL WATER LAWN SEED MIX UNTIL ESTABLISHMENT. DO NOT CONNECT TO PROPOSED IRRIGATION SYSTEM WORK LIMITS IWWTER SPLIT ELEVATION WITH HUNTER HCV CHECK VALVE COORDINATE SLEEVE LOCATIONS WITH GENERAL CONTRACTOR TO SUPPLY IRRIGATION TO RAISED BEDS AND ROOFTOP GARDEN WORK LIMITS LIGHT, TYPICAL. COORDINATE IRRIGATION PINING AND WIRING WITH GENERAL CONTRACTOR IRRIGATION MAINLINE, TYPICAL. LOCATE IN LANDSCAPE BED. SHOWN HERE FOR CLARITY IRRIGATION SLEEVE, TYPICAL WORK LIMITS 1 WORK LIMITS CONTINUE OFF THE SHEET. AREA DOES NOT INCLUDE ANY LANDSCAPE WORK 1"=30' -''+W411%861 � CITY OF 'l RENTON Deka DATUM w w I Plannin9/e0tling/PublPc Warks Dept. a� a STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT JEFF M. VARLEY CERnRCATE No. 776 R-3964-29 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING Q cclose 01/22/2018 IRRIGATION PLAN UW MEDICINE - VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION 400 SOUTH 43RD STREET RENTON, WASHINGTON 98055 LIF, IWWTER SPLIT ELEVATION WITH HUNTER HCV CHECK VALVE COORDINATE SLEEVE LOCATIONS WITH GENERAL CONTRACTOR TO SUPPLY IRRIGATION TO RAISED BEDS AND ROOFTOP GARDEN WORK LIMITS LIGHT, TYPICAL. COORDINATE IRRIGATION PINING AND WIRING WITH GENERAL CONTRACTOR IRRIGATION MAINLINE, TYPICAL. LOCATE IN LANDSCAPE BED. SHOWN HERE FOR CLARITY IRRIGATION SLEEVE, TYPICAL WORK LIMITS 1 WORK LIMITS CONTINUE OFF THE SHEET. AREA DOES NOT INCLUDE ANY LANDSCAPE WORK 1"=30' -''+W411%861 � CITY OF 'l RENTON Deka DATUM w w I Plannin9/e0tling/PublPc Warks Dept. a� a STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT JEFF M. VARLEY CERnRCATE No. 776 R-3964-29 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING Q cclose 01/22/2018 IRRIGATION PLAN UW MEDICINE - VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION 400 SOUTH 43RD STREET RENTON, WASHINGTON 98055 M O we TF P"O"G`" © ADDITIONAL IRRIGATION EQUIPMENT, CONSISTS OF: WILKINS 950 XLT- 1•• DOUBLE CHECK VALVE (STATE APPROVED); TEST AND CERTIFICATION BY LICENSED BACKFLOW TESTER WILKINS 850 - BALL VALVE, SIZE TO MATCH PIPE LOCATE DCVA IN WATER ROOM ON NORTH SIDE OF MEDICAL OFFICE FACILITY ADJACENT TO TRASH AREA. COORDINATE LOCATION WITH GENERAL CONTRACTOR AND PLUMBER - - - - - - - - - - - - - MAINLINE - SCH 40 PVC (18•• COVER); SIZE PER PLAN, 1-1/2•• SIZE MINIMUM LATERAL - SCH 40 PVC (12" COVER); SIZE PER PLAN, 3/4" SIZE MINIMUM SLEEVE LANDSCAPE and IRRIGATION PLAN PVC; 24" MINIMUM COVER AT VEHICLE CROSSINGS, TWICE THE SIZE OF INSERT FOR �� SIZE MINIMUM 23 23.1-32 UW MEDICINE - VALLEY MEDICAL CENTER a GPM (MAX.) MEDICAL OFFICE BUILDING EXPANSION STATE OF WASHINGTON (0 REGISTERED O LANDSCAGE �R�HITECT co \\�1A��V�� N O IRRIGATION LEGEND JEFF M. Y VARLE CERTIFICATE "° "` U SYMBOL DRIP EMITTER HUNTER LANDSCAPE DRIPLINE COMPONENTS WITH HUNTER BARBED FITTINGS AND ADAPTERS O ICZ-101-LF WITH 40 PSI PRESSURE REGULATOR PLD -04-18 DRIP EMITTER TUBING 0.40 GALLONS PER HOUR FLOW, EMITTERS 18•• O.C. AIR/VACUUM RELIEF RELIEF VALVE KIT, IN VALVE BOX GALVANIZED TIE -DOWN STAKES, AT 3' ON CENTER PLUS HUNTER IH -12 -60 -CV TREE -IRRIGATING RISERS, WITH HEB-60 POINT SOURCE EMITTER INCLUDED 00 2 PER TREE, LOCATED ON OPPOSITE SIDES OF THE ROOTBALL. CONNECT RISERS TO DRIPLINE ON SAME VALVE. m O 0 0 co Q SYMBOL MANUFACTURER DRIP IRRIGATION: ® HUNTER ICZ-101-LF VALVE ONE VALVE PER BOX HUNTER WSS-SEN WIRELESS SOLAR SYNC. INSTALL ON SOUTH SIDE OF BUILDING EXPOSED TO WEATHER. COORDINATE RAIN SENSOR LOCATION WITH ARCHITECT. N O HUNTER PRO -C 12 -STATION (HARDWIRE CONNECTION); PROVIDE GROUND AND BATTERIES 0 PER MFR. SPECS. LOCATE IN SAME ROOM AS WATER METER AND DCVA. COORDINATE LOCATION WITH o GENERAL CONTRACTOR, AND ELECTRICIAN p Q HUNTER 3/4" QUICK COUPLING VALVE, IN VALVE BOX, WITH (2) KEYS AND SWIVELS (fl IY PLASTIC BALL VALVE, MATCH LINE SIZE, IN VALVE BOX 0 - BRONZE GATE VALVE, MATCH LINE SIZE, IN VALVE BOX NEW 3/4" WATER METER. SEE CITY OF RENTON STANDARD DETAIL 320-1 P"O"G`" © ADDITIONAL IRRIGATION EQUIPMENT, CONSISTS OF: WILKINS 950 XLT- 1•• DOUBLE CHECK VALVE (STATE APPROVED); TEST AND CERTIFICATION BY LICENSED BACKFLOW TESTER WILKINS 850 - BALL VALVE, SIZE TO MATCH PIPE LOCATE DCVA IN WATER ROOM ON NORTH SIDE OF MEDICAL OFFICE FACILITY ADJACENT TO TRASH AREA. COORDINATE LOCATION WITH GENERAL CONTRACTOR AND PLUMBER - - - - - - - - - - - - - MAINLINE - SCH 40 PVC (18•• COVER); SIZE PER PLAN, 1-1/2•• SIZE MINIMUM LATERAL - SCH 40 PVC (12" COVER); SIZE PER PLAN, 3/4" SIZE MINIMUM SLEEVE - CLASS 200 PVC; 24" MINIMUM COVER AT VEHICLE CROSSINGS, TWICE THE SIZE OF INSERT PIPE AND/OR WIRES, 4•' SIZE MINIMUM 23 IRRIGATION SHOWN DIAGRAMATICALLY FOR PLAN CLARITY. COMMON TRENCH AND PLACE EQUIPMENT IN LANDSCAPE; MANIFOLD GROUPED VALVES IN ADJACENT SHRUB AREAS WHERE FEASIBLE. ALL IRRIGATION CONNECTIONS AND FITTINGS SHALL BE LEAD-FREE SCH 40 PIPE SIZING CHART PIPE SIZE 1 3/4" 1 1" 11 1/4" 11 1 2" 1 2" 2 1/2 - 2"FLOW FLOW GPM 1 1-8 8.1-13113.11 23 23.1-32 32.1-53 53.1-74 GPM (MAX.) No. R-3964-30 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING close 01/22/2018 1"=30''V'8"IRRIGATION PLAN - IRRIG. SCHEDULE CITY OF UW MEDICINE - VALLEY MEDICAL CENTER " REN TON " znv ,K,a MEDICAL OFFICE BUILDING EXPANSION ero,� 5 �. w I DATUM Plannmy�euBdmg/Pub�Pc wows Dept. 400 SOUTH 43RD STREET aevsoN ev DATC All. we AS RENTON, WASHINGTON 98055 M O we II J• FINISH GRADE 6" OFFSET " PVC LATERAL y o�. .o tJ PAVING SEE t o CVLPIANSCOMPACTEDAT90%DENV k L ALT. WIRE SLEEVE - AT 95% DENSIN �cV (STRUCTURAL) FREE OF ROCK '�- 6" OFFSET " PVC LATERAL y o�. .o tJ PVC MAINLINE t o ygLVE WIRING k n ALT. WIRE SLEEVE - PIPE BED MATERIAL TO BE CLEAN AND FREE OF ROCK '�- LARGER THAN 1/2" PVC MAINLINE/LATERAL NOTE: DIMENSIONS ARE MINIMUM CLEARANCES. ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL TO BE CLASS "B" OR BETTER (MAX. OF 10% PASSING LOAD SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) SLEEVE/TRENCHING DETAIL NOT TO SCALE FINISH GRADE 12" 4" PVC CROSS TO COMPRESSION ADAPTERS TYPICAL L DRIPLINE - TYPICAL SUB -MANIFOLD GALVANIZED TIE -DOWN STAKES AT 3' O.C. PVC TEE TO COMPRESSION ADAPTERS TYPICAL PVC SUPPLY MANIFOLD J FLOW FROM NOTES: VALVE SEE PLANS & LEGEND FOR ALL DIMENSIONS AND LATERAL SPACING. RATIO OF LATERALS TO START MAY VARY PER HYDRAULIC DEMAND. CENTER -FEED SUPPLY SUB -MANIFOLD DETAIL NOT TO SCALE r FLUSH WITH LAWN FINISH GRADE 53��2. AND MULCH T ( I) WIRE WITH REMOTE CONTROL WATERPROOF PRESSURE VALVE CONNECTORS REGULATOR PVC MAINLINE RX —PVC LATERAL VALVE BOX D / D SCH. 80 UNION FILTER REMOTE CONTROL VALVE, PRESSURE REGULATOR AND FILTER DETAIL BRICK SUPPORTS 1 C.F. 7/8" WASHED GRAVEL SUMP LANDSCAPE and IRRIGATION PLAN FOR UW MEDICINE - VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION PER MWIUFXTURER'S I, SPECIFICALONS " MOUNTING BRACKET SENSOR SECURE PER MANUFACTURER'S SPECIRCATIONS WNL NOTE: MOUNT ON WENTiER EXPOSED WALL S' ABOVE GRADE RAIN SENSOR DETAIL NOT To SCALE VALVE BOX WITH COVER FINISH GRADE QUICK COUPLING VALVE CENTER IN BOX 1 C.U. FT. 7/8" GRAVEL SUMP MARLEX ELL - TYPICAL PVC SON 80 PVC NIPPLE PVC SON 40 PVC SXSXT TEE QUICK COUPLING VALVE ASSEMBLY NOT TO SCALE FINISH GRADE 6" ROUND VALVE BOX AUTOMATIC FLUSH VALVE BLANK TUBING COMPRESSION ELBOW TYPICAL BRICK SUPPORTS 1111 1_ I -I PVC PIPE 2 C.F. 7/8" WASHED GRAVEL SUMP AUTOMATIC FLUSH VALVE DETAIL NOT TO SCALE 6" ROUND VALVE BOX AIR/VACUUM RELIEF VALVE 1/2" PVC TEE COMPRESSION ADAPTER TYPICAL DRIPLINE - TYPICAL OR BLANK TUBING - TYPICAL 1 C.F. 7/8" WASHED GRAVEL SUMP BRICK SUPPORTS NOTE: AIR/VACUUM RELIEF VALVE CANNOT BE CONNECTED LOWER THAN DRIPLINE LATERALS. FOR USE ON ZONES OF 7 GPM OR LESS ONLY (PLUMBED TO TUBING). 1/2° AIR/VACUUM RELIEF VALVE DETAIL NOT TO SCALE LANDSCAPE IRRIGATION NOTES 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A) INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK-UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. B) INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN(S). PROVIDE STANDARD THREADED STUB -OUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUB -OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISH GRADE. C) VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF -CONNECTION (P.O.C.) CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. D) INSTALLATION OF SLEEVING. 2. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, AND SERVICES NECESSARY TO FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM AS INDICATED ON THE DRAWINGS AND/OR NOTES. PROVIDE A ONE (1) YEAR WARRANTY/GUARANTEE FROM FINAL ACCEPTANCE AGAINST ALL DEFECTS IN MATERIALS, EQUIPMENT, AND WORKMANSHIP. 3. COORDINATE IRRIGATION INSTALLATION WITH GENERAL CONTRACTOR, ELECTRICAL CONTRACTOR, LANDSCAPE CONTRACTOR, OWNER, ARCHITECT, AND LANDSCAPE ARCHITECT. 4. LANDSCAPE CONTRACTOR TO PROVIDE WRITTEN TEST RESULTS OF AVAILABLE WATER PRESSURE TO LANDSCAPE ARCHITECT PRIOR TO BEGINNING ANY WORK. 5. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S WRITTEN SPECIFICATIONS. 6. CONTRACTOR TO OBTAIN AND PAY FOR ALL PERMITS, FEES, AND REQUIRED CITY INSPECTIONS A) SUBMIT FIVE (5) COPIES OF EACH ITEM LISTED BELOW FOR LANDSCAPE ARCHITECT'S REVIEW AND APPROVAL, B) PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED, C) CONTROL WIRING PATH DIAGRAM, D) "AS -BUILT" DRAWINGS. E) OPERATION AND MAINTENANCE MANUALS. S. PROVIDE AND KEEP UP TO DATE A COMPLETE "AS -BUILT" RECORD SET OF PRINTS WHICH ARE TO BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND NOTES AND EXACT "AS -BUILT" LOCATIONS, SIZES AND KIND OF EQUIPMENT. THIS SET OF DRAWINGS. ARE TO BE KEPT ON SITE AND ARE TO BE USED ONLY AS THE RECORD SET. ALL WORK IS TO BE NEAT AND LEGIBLE ANNOTATIONS THEREON DAILY AS THE WORK PROCEEDS, SHOWING WORK AS ACTUALLY INSTALLED. DIMENSION FORM TWO (2) PERMANENT POINTS OF REFERENCE, BUILDING CORNERS, WALKS, OR ROAD INTERSECTIONS, ETC., THE LOCATION OF THE FOLLOWING: A) CONNECTION TO WATER LINES (P.O.C.). B) CONNECTIONS TO ELECTRICAL POWER, C) GATE VALVE, QUICK COUPLERS, AND REMOTE CONTROL VALVE, D) ROUTING OF MAINLINE (DIMENSION MAXIMUM 100' ALONG ROUTING), E) ROUTING OF CONTROL WIRING, F) OTHER RELATED EQUIPMENT AS DIRECTED BY THE LANDSCAPE ARCHITECT. 9. PREPARE AND PROVIDE PRIOR TO COMPLETION OF CONSTRUCTION, A THREE RING BINDER CONTAINING THE FOLLOWING INFORMATION: A) INDEX SHEET STATING CONTRACTOR'S ADDRESS, TELEPHONE NUMBER, FAX, E-MAIL AND A, LIST OF EQUIPMENT WITH NAME AND ADDRESS OF LOCAL MANUFACTURER'S REPRESENTATIVES, B) CATALOG AND PARTS SHEETS ON EVERY MATERIAL AND EQUIPMENT INSTALLED UNDER THIS CONTRACT, C) GUARANTEE STATEMENT, D) COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. E) CONSTRUCTION DETAILS FROM THE PROJECT, F) COMPLETE TROUBLE -SHOOTING GUIDE TO COMMON IRRIGATION PROBLEMS, G) WINTERIZATION AND SPRING START-UP PROCEDURES, H) CHART OF APPROXIMATE WATERING TIMES FOR SPRING, SUMMER, AND FALL, 1) A COPY OF THE "AS -BUILT" DRAWINGS AND CONTROLLER CHART. ...a 1"=30' ZTMZTw '••� 4 I WPI DATUM AS N0. REVISION BV DATE MPR ®5 STATE OF WASHINGTON R��EGGI\ISS�TERRRII1111EE�D LANDSCAP�Y HITECT JEFF M. VARLET CERTIFICATE No. 774 10. ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT -LOCK LIDS (OR APPROVED EQUIVALENT). SET BOXES 2 INCHES HIGHER THAN FINISH GRADE IN MULCH AREAS AND FLUSH WITH FINISH GRADE IN LAWN AREAS. JUMBO BOX FOR CHECK VALVE, 10" ROUND BOX FOR GATE/QUICK COUPLER/WIRE SPLICES, AND 12" STANDARD FOR CONTROL VALVES. PROVIDE BOX EXTENSIONS AS REQUIRED. 11. MAINLINE PIPE TO BE BURIED 18 INCHES, LATERALS 12 INCHES, AND SLEEVES 24" INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. 12. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR 100 PERCENT COVERAGE. VALVES TO BE POSITIONED ADJACENT TO PAVEMENT/CURBS, IN SHRUB BEDS WHERE POSSIBLE. 13. FAMILIARIZE OWNERS FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 14. SPRINKLERS ON RISERS WILL NOT BE ALLOWED UNLESS NOTED ON PIANS. 15. RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND/OR ALTERNATE NOZZLES. IN -NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING NOT EXCEED 60%" OF THE DIAMETER OF THE PUBLISHED DATA. 16. ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576-78, OR EQUIVALENT. 17. EACH VALVE BOX TO CONTAIN A MINIMUM OF TWO (2) SPARE ORANGE CONTROL WIRES FOR JACKETED WIRE. ROUTE SPARE WIRES FROM THE CONTROLLER TO THE LAST VALVE OF EACH MAINLINE BRANCH. COMMON WIRE TO BE WHITE. SINGLE STRAND WIRE TO BE A MINIMUM OF 14 GAUGE. 18. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND BEAR THE U.L. LABEL. 19. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING TO BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT TO BE SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH A COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR TO INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INTIAL INSPECTION. 20. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE NEED. 21. IRRIGATION SCHEDULING: THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE MADE VIA BUDGET ADJUSTMENT. RE -ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN ADJUSTMENT EXCEEDS 30%. SET CONTROLLER FOR HIGHEST ETo WATER SCHEDULE, BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. LAWN ZONES SHOULD BE SCHEDULED FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM 3 -DAY CYCLE. SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY LAWN WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL ETG ("FIELD RECHARGE') TO BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER SCHEDULING TO BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT CONTRACTOR'S OWN EXPENSE. 22. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT TO BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. 23. CLEANUP AND PROTECTION: DURING IRRIGATION WORK, KEEP ALL PAVEMENT CLEAN AND WORK AREAS IN AN ORDERLY CONDITION. PROTECT IRRIGATION WORK AND MATERIALS FROM DAMAGE DUE TO VJJDSCAPE AND IRRIGATION OPERATIONS AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIOD. TREAT, REPAIR, OR REPLACE DAMAGE VJJDSCAPE AND IRRIGATION WORK AS DIRECTED BY THE OWNER. 24, PRIOR TO BACKFILLING IRRIGATION TRENCHES, WJDSCAPE CONTRACTOR SHALL CONDUCT A WATER PRESSURE AND COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT. LANDSCAPE CONTRACTOR TO GIVE 3 (THREE) WORKING DAYS NOTICE PRIOR TO TEST. CITY OF RENTON Plannin9/00tliny/PublPc Warks Dept. R-3964-31 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING cclose 01 /22/2018 IRRIGATION PLAN - NOTES AND DETAILS UW MEDICINE - VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION 400 SOUTH 43RD STREET RENTON, WASHINGTON 98055