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Home My WebLink AboutR-396601VAULT ACCESS U SE 1 /4, SE 1 /4 SECTION 29, TOWNSHIP 24 N, RANGE 5 E, W.M. APPROVED FOR CONSTRUCTION (jo 1. ACCESS RISERS ARE 48" DIAM. M.H. w/ ECCENTRIC CONE TOP W O / / / / / / / / CITY OF NEWCASTLE KING COUNTY WASHINGTON SECTIONS AS NECESSARY (2'EC = 2' HIGH SECTION; TEC = 3' HIGH I w // // // // // BY: DATE: M SECTION) OVER MIN. 2' DIAM. HOLE IN VAULT PANELS OR GRADE z ; / / / / / / / - _. • • • • • • • :: • • • • • • • :: • • • • • • • • • • • • • • • • • . CITY OF NEWCASTLE RINGS (GR). PROVIDE LADDER OR STEPS TO BOTTOM OF VAULT PER / J.-. . DETAIL SHT. SD-2. O / / / I / / / / / / / 1 . . . . . . . . . . . . . . . PROPOSED THESE DRAWINGS ARE APPROVED FOR CONSTRUCTION FOR A PERIOD OF 12 2. PROVIDE ROUND LOCKING MANHOLE COVERS FOR ALL ACCESS RISERS. , Q / / / _ / VAULT ACCESS,.TYP. EXISTIIUG MONTHS FROM THE DATE SHOWN HEREON. THE CITY RESERVES THE RIGHT _ GRADE, YP. / - - 7. - _ - - - - - - - = s 240 SEE NOTE GROUND, TYP. 240 TO MAKE REVISIONS, ADDITIONS, DELETIONS, OR MODIFICATIONS SHOULD 1 3. 5'x10' REMOVABLE LOCKING PANEL SHALL MEET THE 2009 KCSWDM / = - I I i I / 7 / - FENCE AT TOP OF CONSTRUCTION BE DELAYED BEYOND THIS TIME LIMITATION. THE CITY, BY Q REQUIREMENTS. / I I I / I. . . . . . . . . . . . . . . .SLOP TYP. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . APPROVING THESE DRAWINGS, ASSUMES NO LIABILITY IN REGARDS TO w / / r i N I . . . . . . . . . . . . . . . . . . '. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . THEIR ACCURACY OR OMISSIONS. VAULT VENTILATION '�^� N I I a 1 F boo :::: . ... /'I �, ..... NOTES: PR POSE:D:3Fi:Jy RN . 1 . V-1" DIAM. VENT OPENINGS ARE DETAILED ON THE STRUCTURAL I / °° ,•.,,/ � I I I I i 235 SL PE, TYP. @ 235 N A X PLANS. I `� / I I I I 2' MIN. 1 . WORK SHOWN ON THIS PLAN IS LOCATED IN THE CITY OF M 21'.. o / ......... / /: :. Q 2. VENTS IN PARK/LANDSCAPE AREAS SHALL BE 1 2" DIAM. IPS SCH 40 I I /. I / / I\, N . . . . . . . ..COVE.R.: �2 ...... / / / a TOP OF VAULT F NEWCASTLE. IT IS PART OF NEWCASTLE PERMIT ERP1 7-009. PVC PIPE (OR EQUAL) WITH LIGHT DUTY DROP -IN GRATES. . . . . / I / I , 2 / / I N I �' 0/ I O Z I I I N 1 ELEV. 232.Z • a i i• . . . . . . . . . . THIS PLAN IS INCLUDED FOR REFERENCE ONLY. PLANS 3. VENTS IN PAVED AREAS SUBJECT TO VEHICULAR TRAFFIC SHALL BE 12" I `b I I d �' \ SO @ / APPROVED BY THE CITY OF NEWCASTLE SHOULD BE USED FOR 1 DIAM. CLASS 50 DUCTILE IRON PIPE w/ 1 2" DIAM. CAST IRON RING _ _ / I\ /./ ...... I I I \ � 230 100 Y.. . . 230 IMPROVEMENTS IN THE CITY OF NEWCASTLE. AND COVER (OLYMPIC FOUNDRY, INC. PART NO. MHS, OR EQUAL) w/ I �o I VA1LTy4CC�ESS I / /� U 00 2 SQUARE x 1 DEPTH CONC. CL. 5(S) COLLAR. I v I (� %....... f_ COVER / / N LE = 2. ALL STORM DRAIN PIPES MARKED AS "SD" ARE TO BE BUILT .. I -� / FG 235.0 I \ \ I . . . . . . . . . . . . . / SD #4 . . . . . . LU .::`.; :::::: `- USING ALLOWABLE MATERIALS AS OUTLINED IN WSDOT/APWA VAULT CAPACITY: I\ \ ::: T.. PROPOSED OCK & 230.95 . . . / TYPE I-5 MH `�', \ \ N ..I.. STANDARD SPECIFICATIONS 7-02, 7-03 AND 7-04. ALLOWABLE TV 232.8 \ \ \ \ \ N....1 LOAD ALL, 4 / RIM =.23 ..8.3. MATERIAL TO BE DETERMINED AT THE TIME OF CONSTRUCTION Z I I W/ EC \ \ \ \ . .MAX. . . . . TYP. . . . . . / . . I.E. 1 2" OUT (W) = 232.40 UNLESS SPECIFIED OTHERWISE. 0 1. THE REQUIRED VAULT CAPACITY FOR THE 100 YR. EVENT IS 42,718 I I I 225 I.E. 12" I (E) = 232.40 225 CU.FT (0.981 AC.FT.). THE DESIGN VAULT CAPACITY AT THE 100 YR. N I I D . / I I VAULT ACC��S \ \ a o.. 1 5.20' CONDITIONS: 1 PROPOSED.8".SS W.S. ELEVATION 43,354 CU.FT. (0.995 ACRE -FT). 00 '' I COVER \ TYPE 11-54 H \ \ /// . DEPTH: / 1. PRIOR TO INSTALLATION OF THE PIPE THE ^� I I v I o \ w/ SPILL CONTROL & \ CONTRACTOR SHALL FLAG LOCATION OF CLEARING ::.. ? N I I I . I I I I FG 235.6 SOLID LOCKING LID I . . . . . . . . . . . . . . . . . . . . . . . . lc�/1 3" DIA. VENT OPENINGS, I :::::::::::{::: LIMIT OF / LIMIT OF LIMITS FOR THE PIPE. THE CITY OF RENTON STAFF WILL / / / / i I I \ TV 232.8 \ STA. 0+30.00, 0.20 L 1 \ 21.00' 00 TYP. I I I : I I w/ EC \RIM = 256.32 - }::::::: 220 EXCAVATION / EXCAVATION 220 WALK THE AREA WITH THE CONTRACTOR TO DETERMINE � I.�. 1 2" SD IN (NE) - 249.00� ""' . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . THE EXACT LOCATION OF THE PIPE THAT WILL MINIMIZE 2 TOTAL ::::.:::.::: LL I N I I.E\12" SD OUT (W) = 249.00� " :\ :/: : : THE IMPACT TO THE HILLSIDE. M 13 \ 29 LF 12" 1 1 N 1 1 . . . . . . . . . . . . . . . . . . . . . . . . \ O 5 x10 REMOVABLE x L4 ....1..... I o 21 L 1 2°" SD SD #5, 8)0 1 PEAK \ SD @ 2.44% \ / LOCKING PANEL 1 I L . I I @ 10.00/ DIVERSION STORMFILTER \ \ . . . . . . . . . . . . . � / 2. SLOPES SHALL BE STABILIZED WITH HOG FUEL, A BO OFSTORAG Q I I 1 STA. 0+77.00, 0. 4' RT \ I 215 ELE ..= 21 5.75 . / MINIMUM OF 6 INCHES DEEP BY 6 FEET WIDE AS I FG III I.....I l \ a... 215 TV = 232.8 x II I I ..:. _:. I .:.:_:_: I \\ �I TRACT D RIM = 250 00 . . . . . . . . . . . . . . . . . . . . . . . . . . - DESCRIBED IN SECTION D.2. 1.4.2 IN THE CITY OF � / B T OF VAULT I I.E. 1 2" IN (E) = 247.80 45 LF 1 2' ° ° ° - J. E EV. - 214:00 RENTON SURFACE WATER DESIGN MANUAL. r- 1 FG 235.1 I I I \ \ (ACCESS) I.E. 1 2" OUT (W) = 244.75 s\D @ 6.66° - - - - or_, I\ \.__ TV 226.5 \ 6" RAVEL BED . " AVG. SEDIMENT CY) .... ...I..._._ 3. PIPE SHALL BE KEYED IN BY A MINIMUM OF 1 FOOT SO \ I I �.......... �o ) STORAGE DEPTH \ I THAT THE PIPE IS NOT VISIBLE FROM THE SURFACE. x v.. :..... 210 ......... ......... ......... ........("TOTAL::: ........ ......... ......... 210 i......1...... \ /STORAGE DEPTH) I 1 \ / I \ .....\... 15 /° P.M. X SLO .... i . j....:.... �.......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I \ \ I �.....\ . LF 2 14.1$f.. l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ _ ......... ......... ....... ..... ......... ......... \ _ V ULT SE TION A A I x ..... ..................... O \ \ \ I \...... ........... 16�/ .-.`.'.. /.. SCALE: 1' =10' HOR: ............ 1 \\ VAULT ACCESS i I II I l..... I... / ............ 205 ........ ......... .........'-........ 205 Q \ \ C_0VER I I \ .......\...... \ / n D ...:: , .ER ..... ......... ......... FG 235,1I ,.,.1 z z ACCESS PAVEMENT SECTION CONSISTS W TV 232.8\ `2 I \ I I I z m / a OF 2" HMA C 'OVER 4" H A CL %4" ON z ui $D #4, TYPE I-54 MH z q . . . . . . . . . . . . . . . . . . . . . II . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..6".COMP CT.ED.S.UBGRA E (9.5%.MAX.. j Q w/ EC \ I o I PTA. 1 +57.99, 3.35 L O VA LT ACCESS, P. DRY DENSI Y) PER CITY Q NEWCASTLE a O10 40 \ I a� 1' III I � IM - 237.83 I"I"I // 240 . . . . . . . . . . . . . . . . LU . . . . . . SEE NOTE: : : : : : PUBLIC WORKS STANDARDS.LLII. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 240 Q I I I E. 1 2" SD IN (E) = 232.40 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .SECTION 4.3 - 4:37, TYP.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I � o W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q 0 20 60 I \ 34... I I I.E. 6" RD IN (N) = 232.90 \ . . . . `!1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ I o II I.E. 1 2" PVC OUT (W) = 232.4q \ FENCE AT TOP OF : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SCALE: 1 " = 20' \ \ x I. ....... LOPE; TYP... .... ...... ......... ......... ......... ......... ....... ....... ......... ......... ......... ......... ......... ......... ......... \ \ I i12" SD VAULT INLET 1 \1 4 ALL RETAINED TREES MUST / SCALE: 1 "=10' HOR. 51 LF 1 2" PVC @ 6.82% \ HAVE TREE PROTECTION PER / 1 "=5' VER. \ \ \ \ \ \\ \\ CITY OF NEWCASTLE PUBLIC ` WORKS STANDARDS GOLDSMITH LAND DEVELOPMENT SERVICES 1215 1 14th Ave SE, Bellevue, WA 98004 1 PO Box 3565, Bellevue, WA 98009 T 425 462 1080 F 425 462 7719 www.goldsmi hengineering.com JOB NO. 14134 1 iCAP RHODY RIDGE, LLC 11/1/18 S . G of o IIV VVIIIU L/A/rVL III I I I V■ ■ ■ VI I\L/r ■ WEV V I /9/rLJP7■\LJV (I� 0 DEVELOPMENT ENGINEERING SURFACE WATER UTILITY Ar,�i Justin Johnson 02/11/2019 rstraka 02/11/2019 Z O ,c, of WAS . ti j �' h� � o '� 60 z 24597 ,� o,� sICISTE�'� ANAL F' Uj Q Q O Z SURVEYED LN SCALE: L 1" - 20' VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY O F ' RENTON • Planning/Building/Public Works Dept. RHODODENDRON RIDGE ERP PLAN SET DETENTION VAULT PLAN & SECTION DATE: 11 DESIGNED: BPF, SP FIELDBOOK: 977 PAGE: 27 DRAWN: SIDIft ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DRAWING NO: SD-1 cHECKED:BPF, KJG NO. REVISION BY DATE APPR APPROVED: KJG SHEET: 1 OF: 6