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Home My WebLink AboutTED4003435.12Lli Q Z U LLI O of CL 0 CD 0 N a N M 0 0 N M N n 3 y m V) Q M CD O i m U, M +-I CD v 0 0 0 N it m w i R w U T� i U W _m m Z O f -- Z w Ir momm M= miiii SCALE 1"=20' BENCHMARK B.M. N S.E. COR. 12' WIDE CONC. PORCH RENTON BIBLE CHURCH W. SIDE UNION AVE. @ N.E. 10TH ST. ELEV.: 419.62 B.M. N S.W. COR. 10' WIDE CONC. DRIVEWAY OF HOUSE #4100 NE 10TH ST. (HOUSE AT THE N.E. COR. OF UNION AVE N.E. AND NE 10TH ST.) ELEV. 417.19 VERTICAL DATUM U.S.C. & G.S. MERIDIAN: BRENTWOOD DIV. 2 LT POLE A PORTION OF THE SE 1/4 OF THE NE 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. (LS.) W - KING COUNTY, RENTON, WA. 2' -4' JIGH - GENERAL NOTE ROCKE 1. SURVEY DONE BY TRIAD ASSOCIATES (206) 454-0711. BASELINE ENGINEERING, INC. HAS PERFORMED DISCLAIMER NO SURVEY WORK FOR THIS PROJECT AND ASSUMES NO RESPONSIBILITY FOR THE SURVEY INFORMATION (Ls.) CONTAINED HEREON. BY THE APPROVAL OF THESE CIVIL PLANS THE CITY OF Ls. RENTON ACKNOWLEDGES THAT THE ACTIVE STORAGE (TYP.) 1 CB #1, TYPE 1 a 2. THIS ENGINEERING DRAWING IS BASED UPON A SITE PLAN PREPARED BY C-7 STA. 10+32.67, 13.30 LT REQUIREMENT OF THE COMBINATION WETVAULT/DETENTION J. PATRICK MITCHELL ARCHITECTS, (425) 821-6090, AND IS FOR GRADING AND DRAINAGE ONLY. FOR VAULT MAY NOT SATISFY THE KING COUNTY STORM DRAINAGE CONSTRUCTION OF SIDEWALKS, EXTRUDED CURBING, AND CURB STOPS, RAMPS, AND OTHER MANUAL REQUIREMENTS DURING LARGE STORM EVENTS. B ARCHITECTURAL FEATURES, SEE THE ARCHITECT'S FULLY DIMENSIONED SITE PLAN. ° 3. CONTRACTOR NOT TO INSTALL CURBS AT ADA LANDINGS. 4. CONTRACTOR SHALL LOCATE EXISTING UTILITIES PRIOR TO STORM DRAINAGE CONNECTION. r.� 4 o ° LS.) 5. COVERS FOR 12"4 AIR VENTILATION FOR THE STORM DRAINAGE VAULT SHALL BE HS20 TRAFFIC RATED. CB #2, TYPE 1 STA. 10+88.20, 13.46' LT S88° 48' 04.26"E 4n.� ?�,' 0 EX. L POLE CB #3, TYPE 1 STA. 11+54.16, 5.56' RT GRASS U C L L .) 00 FF=422.50 J d 422,50 � I ° CBa' 0 + LS. 0 b\ (LS.) p °' ° o U ° c d ° ° ° d. EL C� 00 LANDING, TYP. J (LS.) (LS.) LANDSCAPING W W 12+00 88 LF-8" PVC CAD 4.207. EX. L POLE RISER ACCESS RISER CONCRET LONG x FF=420.00 1 20' WIDE x 96' LONG x 11.5' DEI C-9 CONCRETE VAULT DESIGN BY OTHERS. SDCO STA. 12+90.0, 15.45 LT RIM=419.90 IE=416.50 (6" S) 5'X10' ACCESS RISER STA. 13+31.25, 6.55' RT ' CCESS ST 0.7, . ' (LS.) (LS.) (L .) a ( S.) ° °a. °. 8 d° (LS.) LANDSCAPE N° ..° ° (LS.) PLANTERS ° r 01. rn 13+00 m AIR VENTS (TYP.) AIR VENTS (TYP.) - 11 ,- 11'-8" PVC 0 21.8% X. L OLE LJ z J u o- w (LS.) o ° a . d ° . d' o d a 4 D_ 30 LF 12" PVC ® 4.0% �� IJ,j4+ CB II I 1 71 7,77. CBLF " PVC I @ 0. i7% I 22 LF 8" PVC I ® 1.0% I -04 AS -BUILT NOTE STORM DRAINAGE WETVAULT/DETENTION VAULT INSTALLED BY RENTON BIBLE CHURCH CONTRACTOR, DAN CHARLES, 206-789-2449. DIMENSIONS OF VAULT AND FLOW CONTROL STRUCTURE CONFIRMED BY CONTRACTOR. SINGLE FAMILY RESIDENCE SDMH #1, TYPE 2-48"0 STA. 13+74.0, 6.17' RT NEW COMMERCIAL DRIVEWAY 2 C-9 / SINGLE FAMILY RESIDENCE SDMH 2, TYPE 2-48" STA. 14+21.78, 6.14' RT 14+ 1.81 , CB + 42LF-12"O DIP 0 9.0% z I �� CB #6, TYPE 1 STA 13+86.53, 22.39' RT +14.7 STA. 12+55.81, 23.35'RT \ CB #4, TYPE 1 I CB #5, TYPE 1 88°48 4.26E 405.2 STA. 12+69.94,37.63' RT 13+78.40, 42 RT - APN 297230-0050 CHAINLINK FENCE (LS.) 6' SOLID WOOD FENCE SINGLE FAMILY RESIDENCE - APN 297230-0030 6' SOLID WOOD FENCE SINGLE FAMILY RESIDENCE - APN 297230-0040 SINGLE FAMILY RESIDENCE - APN 297230-0020 6SOLID WOOD FENCE SINGLE FAMILY RESIDENCE - APN 297230-0010 ACCESS RISER E 2 48" _ SDMH .. 2, TYPE _ 430 STA.:12+55.81, 23:35 RT . ST+21:78, 6.14' RT . #2, TYP T .......... ....... ....... ...... .............. RIM=420:33. _........... RIM=415.27 LADDER E 9:8E 2 .......... _ F 8° PV : 12» STA .:. = 101 2, 12" DIP, N ..& . S (12.10 12" N SR IS 11'L C®21'8 IE 4 .0. 23 RT CB 4 TYPE 1 �S) 420..62.. 94, 37.63' . RT SEE GRADING PLAN FOR FINAL GRADES. = S 5, TYP � 1 425: ....... ... 42 RT . . . . . . . . . . . . . TA: 12+69 .RIM 419 93 .. .. ..... = 7.4,..8» PVC,.. N . 0' o ^ . . . . . . :. . .. . ... .. ..... ....... = ............. ....... 425 -0.79 RIM 41 z IE . 41 + 4,.TYP = �g„ N N � Qo o z 6:8 E"80 IE 413 22 W 3 MIN. 0.50% . . . . . STA. 7T O ocn cn COVER . . . . . . RIM=4 0 U DO . . . Q .� �,Of o- 6 X10 .ACCESS. GRATE >_ - v-, Q o STA. 13+31.25, 6.55 R 3 o U ao U r, _ 0.849; 16.20 (g„ RIM=418.64 ACCESS . . . . . . a' I .,� `� -61 LF 10"- -. 53 LF 8° PVC ®0. 75' RT �� o� Of't �U DIP .WA.TER... 75% " -� - - S TA. 1 o F- �' - ---- --_- 55 LF 8 LF ��.. - = F a� ¢� 76 LF PVC - PVC Fco �..."' a _ Q a _...Q. 420 -. - _ . C ® 0.7 88 8 2.659;.. _ c D 3 .. - - 6 - 10-DIP WATER ® 4. cv U I- - f- x : H " H : - _ - - - - - - 209; ,�, cn cn . .cn cn Do .cn . _ cn 90° ELBOW - - - -. _ - - STA. 10+00.00, 0.00' RT -. - - - - - - - - - - 47 LF 10_DIP WATER CB 2, TYPE 1 ij - - - - =STA. 20+00.00, 0.00' RT v .129; STA. 10+88.20, 13.46' LT „ 3' MIN - 100_y��t/S�=-41&.LQ _ _ LF 8" . 415:(B-LINE)...... _. ...INLET.. IE =41.5...0._. 8"...INLET ,RIM=421:72... It _ .5...0 .. IE=419.1, 8"' PVC; N & S 150 _ - _..- 415 CB . 1, TYPE 1. „ REMOVABLE " - - -IAI 54 4 � PVG � 0 37%.. 1,0 .GATE VALVE. CB 3, TYPE 1 BAFFLE WALL 8 INLET, IE =412.7 - - STA.�RIM 1 +3 3.:30 LT 0' RT STA. 11+54..16, 5.56' RT 4, 'ACTIVE STORAGE STA. 10+32.67 1 . STA. 10+66.73, 0.0 ' 3 TYPE 1 WS =: 412.10, n RIM=422.12: . . . . . . . . p _ p STA. 5. .50' RT IE=419.5, 8" PVC S 10"x6" FIRE HYDRANT TEE IE=418.7, $" PVC; N & E 4' DEAD STORAGE _ . . . .AS -BUILT OU RIM=4 WET D " 410 : STA,A.0.+.6.0..0.0., .0.00 R.T:. " / ET. VAULT 30 ,, .. �.\. V HEREBY DECLARETHATTHE HORIZONTAL AND 49:00 (8...N; CELL.. .....2 PVC 4.0 VERTICAL LOCATIONS .. LF 1 1, TYPE 1 25: LF 10" DIP WATER 31� �.... �...... .. 410 STA. 5. 00 LT 2, TYPE 1 DRAINAGE . STA, . 9. 5.00" LT � � , FLOW CONTROL W/ORIFICE � �' -' - - - 12"X10" TEE THE RESULT OF A RIM=4 RIM-4 90` ELBOW DE.x 88 LONG.x.9.25\\ FIELD SURVEY NPERFORMED SBY BASELINE . u L. HEREON IE=412.1 12" E 10"x6 TEE �� o. / - STA.: 14+50.80, 0.00' RT - 1957 8" S STA..1.1+39.92, 0,0.0' RT CONC VAULT DES OTHERS. ( )� 19.29 (8" N) IN 1E=412. STA. 13+84.89., 0.00' R7 . \ LF 10 E ING, „ o. /. . 2� 6 LE 10 DIP WATER OUT IE= 0 . SDMH .1 TYPE, 2-48." . „ 405 - �t WA'TE 42 LF 12 DIP 0 9:04% 5'LF 10"RDIP WATER' � oq ... OM. ELEV.=407. STA. 13+74, 6.17 RT 12 ... 1 .. .... JERR A.CALDRON, 36958 20 WIDE x 96 LONG x 11.50 DEEP RIM=417.14, LADDER N "" 405 DATE LF 10 DIP .WATER . CONCRETE VAULT DESIGN BY OTHERS IE=410 9, 12� DIP, E SBA. 13+ 6 53, 2. 11 LF 10" = TYPE 1 �,2RENTON lE =410.9,.1.2. .p.VC�. yy. DIP, WATER . 2'RTIN' IE 41210 2 39 RT STA � T 0 CITY OF RIM - 3 SEE GRADING PLAN H#1; TYPE 2 EX. 10" SEWER CROSSING .I_ 4191 6". FIRE .LLNE RIM=4 o I 10-412. , 8 PVC WNW W-343501 UT E 412 FOR, FINAL GRADES BOTTOM ELEV.=407.1 STA.. 75 . RT STA. 13+90.59, . 0.00' RT 41 P SSW (8" W, IE= 3.0; 8" VC, STA. 13+98..11, 0.00' RT I 13 0 DATUM ELEV : RIM=4 I STA.. 19 (10" N,S) 400.00 11.60 12 W, AVOID CUTTING UNDERGROUND A^ UTILfTY LINES. ITS COSTLY. ri WA Call `° r-z� I� n O t!7 Cn cV � before you � � � � � � � � � � � � °' °° °° � � y `Cr D ; g r 36958 ?� ��' ��C sTEg`�9 1-800-424-5555 CITY OF RENTON PROFILE - STORM LINE �SSI_1STS C, UNDERGROUND SERVICE (USA) Approved b SCALE: 1"=20' (H) pp Y� T�ata• NAL NOTE EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 Approved by: Approved by: Approved by: Date: Date: Date: 1 "= 5' (V) FINAL MYLARS AS-BUILTS STORM REDESIGN MYLARS REVISIONS AND COMMENTS REVISION SJD 7 23 09 JAW SURVEYED: TRIAD ASSOCIATES SCALE. SHOWN SJD 5 27 09 JAW DESIGNED: JAW 06/04/08 02/11 /08 DRAWN: HR ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 11 /07-1 /08 CHECKED: JAW BY DATE APPR APPROVED: VERTICAL NAVD 1988 HORIZONTAL NAD 1983/1991 DATUM - CITY OF ML RENTON Planning/Building/Public Works Dept. DATE: RENTON BIBLE CHURCH 05/24/09 973 UNION AVE FIELDBOOK: PAGE: STORM DRAINAGE C-6 PLAN AND PROFILE SHEET:6 OF:14 k _ (4