Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutR-396423Q0 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 >