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Home My WebLink AboutTED4003435.5z U OC U W 0 0 a_ U LLI m m z O F- z W cr w a Z w U- ,\\\\" \\\' F 7 7 6 �-- ; I SCALE • BENCHMARK B.M. N S.E. COR. 12' WIDE CONC. PORCH RENTON BIBLE CHURCH W. SIDE UNION AVE. @ NEW LT N.E. 10TH ST. ELEV.: 419.62 POLE B.M. - 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 RISER A PORTION OF THE NE 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. + w KING COUNTY, RENTON7 WA. // \\ -- nCA1CM A 1 AIr1TC I 1 CB #1, TYPE 1 I (TYP.) C-7 STA. 10+35.22, 15.00' LT / STA. 10+89.33, 15.00' LT S88` 48' 04.26"E 405.25' 1 z II tx F ' CB #3, 'TYPE 1 j STA. 11+55.08, 7.50' RT - 9X].LT 0 0 U-� �d 0 p C U 00 aQ. U- d � 422.50 1. SURVEY DONE BY TRIAD ASSOCIATES (206) 454-0711. BASELINE ENGINEERING, INC. HAS PERFORMED NO SURVEY WORK FOR THIS PROJECT AND ASSUMES NO RESPONSIBILITY FOR THE SURVEY INFORMATION CONTAINED HEREON. 2. THIS ENGINEERING DRAWING IS BASED UPON A SITE PLAN PREPARED BY J. PATRICK MITCHELL ARCHITECTS, (425) 821-6090, AND IS FOR GRADING AND DRAINAGE ONLY. FOR CONSTRUCTION OF SIDEWALKS, EXTRUDED CURBING, AND CURB STOPS, RAMPS, AND OTHER ARCHITECTURAL FEATURES, SEE THE ARCHITECT'S FULLY DIMENSIONED SITE PLAN. 3. CONTRACTOR NOT TO INSTALL CURBS AT ADA LANDINGS. 4. CONTRACTOR SHALL LOCATE EXISTI G UT ES PRIOR TO STORM DRAINAGE C NNECTION. 5. COVERS FOR 12"0 AIR VENTILATION FOR THE STORM DRAINAGE VAULT SHALL BE HS20 TRAFFIC RATED. FF=422.50 ACCESS RISER STA. 13+14.70, 23'RT a wO d 0 U? , 0 Ld U DISCLAIMER BY THE APPROVAL OF THESE CIVIL PLANS THE CITY OF RENTON ACKNOWLEDGES THAT THE ACTIVE STORAGE REQUIREMENT OF THE COMBINATION WETVAULT/DETENTION VAULT MAY NOT SATISFY THE KING COUNTY STORM DRAINAGE MANUAL REQUIREMENTS DURING LARGE STORM EVENTS. e FF=420.00 1 20' WIDE x 88' LONG x 7.5' DEEP 5'X12' ACCESS RISER C-9 CONCRETE VAULT DESIGN BY STA. 13+30.7, 7.5' RT OTHERS. SDCO STA. 12+90.0, 15.45' LT RIM=419.90 IE=416.50 (6" S) d _ ° d C - e ° F dd 0 LANDING, TYP. a e ICJ d�d � Q • a d 00 v d a.. 12+00 N c� W N W WW W W ,�, 13+00 N 92 LF-8"CPEP @4.35% � � 1 71 �� 8 CPEP®10.9%' CB #4, TYPE 1 0 � STA. 12+70,38.80' RT EX. L / POLE --422 - _ - - '423 -422-- 10'-3" 0 PVC WEEP HOLE o - _ -424 -_ -423 - OLE --- w C d d d O o IF w 1 37 LF 12" CPEP @ 1.35% / / I /I I / %54 LF 8" CPEP @ 0.55% 22 LF 8" CPEP / @ 1% ■ e 11 '�7 �w z w a +z 10 SINGLE FAMILY RESIDENCE SDMH #1, TYPE 2-48"0 STA. 13+75, 7.5' RT NEW COMMERCIAL DRIVEWAY 2 C-9 SINGLE FAMILY F"Z1 RESIDENCE SDMH 2, TYPE 2-48" STA. 14+19.8, 7.5' RT 14+ 1.81 1 + + 45LF-12"O N CPEP @ 7.78% - - -- SAWCUT A CLEAN VERTICAL INTERFACE. REMOVE EXISTING PAVEMENT SECTION Q AND REPLACE PER DETAIL 4"x1' ASPHALT BE CB #6, TYPE 1 STA 13+90.80, 22' RT - APN 297230-0050 S88`48 04.26E 405.25 -4 25- -♦ -- - -- --- - "O PVC WEEP HOLE---� 9'-3" 0 PVC WEEP =H SINGLE FAMILY RESIDENCE - APN 297230-0040 SINGLE FAMILY RESIDENCE - APN 297230-0030 GLE FAMIL SIDENC APN 2 30- 20 I SINGLE FAMILY RESIDENCE - APN 297230- 010 .... ... ... ... ACCESS RISER SDMH 2 TYPE 2 = 48 " 430 _.... _ . _._. ....... STA. 13+14.70, 23' RT ' STA. 14+19.8, 7.5 RT . RIM 2062 _.. _. -. ........................... .. _................ _....... _........._ _ _... _.. ... 430 LF 8" CPEP :®1 IE=408.10 (12" W)11 . . . . . . . . IE_412.10 N,S) _.... . . . EXISTING GRADE @ WATER PIPE . CL E . 8 80 3 5, �. CB z _ FINISH GRADE @ WATER PIPE CL RIM=. 420. 0 . ST 841 0, 42' RT 4 x1' ASPHALT :BERM . �. ~ .� 425 _ ......,... -............ _... ..... _ .. -...... _ „ IE�416.20 (8 N.. _..... ...._. = 80 ........... ) EI=413.22.(8,-,NW), STA, 13+ T _.....92, O.Q.O._L.__ 0 .......z 71 � 1- - oo -._ c� z 425 -0. '`. - ` . . 7930 - ---- . . "' cn in U o c� - cn N -- -- - - -.- - . 0.50% -- - . . . . . . . 5'X12' ACCESS. GRATE . . . . . - . . . - . . . . >L - . " .00 z. N a �. 0 -.- - - - 4% STA. 13+30.7, 7.5 : RT U � Co U. ao a' < I VO o- 1- � C0.] co . 0 55 LF 8" CPEP @ 0.50% _ :RIM 418 fi5 �+ mot. o-+ 0.�. LL .0.� + U+ - � � w+ n Of w �+: Qom. : 420 - _ .. _ - - - -��„� - 58 LF 8 CPEP ®0.50- 92 LF &" - - - - - - - - _ _ - - - - - 6.�1% --_ - - - -_ _ - .... .... "COH .. Q� UHFQ..N. Q� 420 ..... CP EP ®4 - - - - cn . NH.. �. cn . .v> co .cn . 60 cn - . cn CB 2, TYPE 1 . 415 _..... ._.. .... ..... ._._:.... :10+89.33, 15.00' LT 8 - �� 100 -YR WS _ _ . 41 6 10' 54 LF 8" - . - - - -. -. -.- - _ ....... .STA. RIM=421.9.0 I .. NLET...IE..-41.5.0... _ 8... INLET_ _ .. _ _ 0. 6 INLE.T,..1E=41.5...0..... _ .. C 0 0.55%..:. _. ... -_....._ ..... 415 ?E=419.29 (8" N,S) - - IE 415 0 CB .#1 �. TYPE .1. . . CB 3 TYPE 1 REMOVABLE BAFFLE WALL : . 8" INLET, IE =412.7 0 STA. 10+35.22, 15.00 LT STA. 11+55.08, 7.50' R7 4' .ACTIVE STORAGE . _ WS 412.10' . . . . . . . RIM=422.50 . . . . . RIM=422.45 p -_ �n�. �. �. IE=419.57 (8" . S) . JE=41 0 9.0 (8" N,E) .4' DEAD STORAGE WET/DET. VAULT 37 LF 12" ®1 3 CPEP . 5% ...... . 410 _ . _ . _ _ .... -_..._ _..__ _....._ ..__...:. .... _......_.._.. ..... _ _ .....:. -._ .. ... �.... 3LL_1. _ _ ......... ........__ ......... _... ....... .......... _ _....... .... ....�.... ........ ..... ....... .... 410 F C TRO / LOW ON L W ORIFICE IE=412.10 (12" E) _. Li 405 ........._...... _. - .__. ...._. .... _ ... - _.:..... ............ ..... SDMH 1 TYPE 2-48" 45 L EP F 12" CPEP @ 7.78% . .: _ ................... . ...._...__...... ................ ............................... ........................ ........ .... ... ........ , _ -.....STA: 13+75;..7:5.R.T. _.............. 20' WI 88' LO 25' DE WIDE NGx9 DEEP __...... _ _._ _... 405 ............ EXISTING. GRADE:.@ PIPE . . . - ... .... ..... CONCRETE VAULT DESIGN BY OTHERS 7 7 . 0 �� IN E=412.10 EIM4 11.60.(12 W.E) 6, TYPE . : . . . . ... 80, FINISH GRADE @ PIPE. � OUT IE=412.10.:. EX. 10" SEWER CROSSING ' .22 RIM=4 6�50 DATUM ELEV : - BOTTOM ELEV 407 35 STA _13+ RT . 9 (109 IE=41.3.0 (8" W, : SW) - - IE-409.19 N S) 400 00 ' AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY. Call �`° �," �o �� M N I-- ) r7 � O C14O CD N O N p N p N D N N CD N � d before you D g ?0+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 1-800-424-5555 CI Y F RENTON PROFILE - STORM LINE UNDERGROUND SERVICE (USA) FA--cl d by: J Date: aSCALE: 1"=20' (H) R4w3 4 3a5 0 6P NOTE STORM REDESIGN 06/04/08 SURVEYED: SCALE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATEj b IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHHEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTINOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATI CALL BEFORE YOU DIG: 1-800-424-5555 CB #5, TYPE 1 13+78.40, 42' RT e to DD" -O 00 M� �N 0O� ^ N O �� 00 � � ON E � Cn � DO o 00 � 1� c0 c0 pp Y Date: TRIAD ASSOCIATES OTICAL DVD 1988 CITY OF RENTON BIBLE CHURCH HORIZONTAL NAD 1983/1991 q MYLARS 02/11/08 DESIGNED: SHOWN t 4 WQ FACILITY REVISION 01/30/08 JAW RR E N TO N 973 UNION AVE Approved by: Date: CITY OF RENTON COMMENTS 01/23/08 Dw�wN. 3 HR 2 CITY OF RENTON COMMENTS 11/27/07 CHECKED: ONE INCH DATUM A AT FULL SCALE Planning/Building/Public Works Dept. STORM DRAINAGE Approved b y Date: JAW IF NOT ONE INCH PLAN AND PROFILE NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY �S'SIONAL E��l$ EXPIRES 8-10�EXPIRES 8-10- (-f DATE: 06/09/08 RELDBOOK: PAGE: DRAWING NO: C-6 SHEET: OF: I