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Home My WebLink AboutR-396421x 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