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HomeMy WebLinkAboutR-417211N T i 0 LU LU Z J LU G @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved. These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group Land Development Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights. These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmental agencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC. A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 08, TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON DRAINAGE CONTROL PLAN EXISTING STORMDRAIN CATCHBASIN XISTING SANITARY SEWF7' tx TYPE I MANHOLE -WITH EXTERIOR DF RIM= 239.27 RIM= 245- IE=237.62 4" CPP (N) IE=238.62 8" CONC. (E)-UPPER PORTION OF DROP IE= 237.52 12" DI (E) IE=229.86 8" CONC. (E)-LOWER PORTION OF DROP IE= 237.43 12" DI (SW) , TF-A.LI_LO�'ATX)N 'I IE=229.76 8" GONG. (W) LADDER- (S) STING STORMDRAIN CATCHBASIN TYPE I RIM= 248.73 IE=246.54 4" CPR (N) IE= 246.13 12" DI (E) IE= 245.78 12" DI (W) 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. SHALL BE REPLACED- \ WITH RIP -RAP EXISTING STORMDRAIN OUTLET \ \ \\ \ \ \ \ CONSISTENT WITH IE 233.16 12" DI (NE) �D S S \ \ \ \ \ 1 Ib FIGURE 4.2.2.A AND \ \ \ l TABLE 4.2.2.A OF THE ` Q D , RSWDM AND SHALL EXISTI LASH PAD W W W W - W 1 \ \ CONNECT WITH THE WAY) 1 ` / I \ \ \ \ \ \ \ \ \ \ RIP -RAP PAD PER I 4k X N89° 33' 18"W(SECTION LINE) 2648.94'(CALC) \ CALLOUT 2. / 2 So SS 22 \ SS SS - - SSI - - SS\-T 92.75 \ -� �- -) - - 41 .9 24 3 3 z ( ( I \ \ \ EXISTING SANITARY SEWER 1 0 23 \ 25 3 3 RIM MANHOLE 238.72 1 1 G dS as ' \ 1 ( \ 1 _IE=229.39 (CENTER CHANNEL) 8" GONG. (E,W) 1 sA a o 27 28 LADDER= (S) \ as26 ° HU HU \ _(5�U HU ` \ 0H OHU OHU OFF\ \ OHU\ \ \01 U � \ SD 3 0 OHU... C�H 0 l 0 U OH HU 0 \ 0 415.87" 29 5.00'(DEED ;- f 218.02' � 01� \ \ 08U \� - 97.85' d THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. AGENCIES INVOLVED SHALL BE NOTIFIED WITHIN A REASONABLE TIME PRIOR TO THE START OF CONSTRUCTION. CALL BEFORE YOU DIG (811) WWW.WASH I NGTON811.COM EXISTING STORMDRAIN CATCHBASIN TYPE I WITH SOLID LID RIM- 257.02 IE=254.37 12" DI (N) IE= 254.65 8" DI (S) - - IE= 254.22 12" DI (W) ME I 12 7.04' 3 �J. L\l (OHU OHU JHU oHU ( OV�-U- 3 ° �� ? 249 EXISTING 6" GONG. oHu oU+u I oH1u \ �\ \ 19 20 8 ' - RETAINING WALL U 0� 0 U J 21 WITH VARYING HEIGHT WOOD o u���ekiU �\ \ I �> 5 9 6 \ l t �L' \ g 32 248 FENCE. / � ° CORNER OF WALL IS 0.58' SID°. 31 1 0----------- EASTERLY OF CALCULATED \ \ \ \ \\ 1 I 1 \ T c \ r DEED CORNER TOP OF 1 i 20' BSBL i 27.0' 1 \ EXISTING SLOPE �- \ \ - - TRACT A \ �, \ \ L2 -------- -- =-- -, -- - - - - - 24� \ l 0 l 6 \ XISTI SANITARY SEWER `� 27 BSBL \27 BSBL ! I J \ \ \\\ \� \ \ o \ \ ~ ^ \ - \ I \ \ ���\ \\ 2���� 4 STUB BOARD `. 18 15 13 �. �\ (NATIVE GROWTH \\ \�� TOPS BOARD= \ ' \o 14 \ w \ \ \\ \\ \ \ o� \ _ \ � \ ��0 2� 22A .2 \ ) L3 �\ 2.60' �,\ 16 m1 N' 17 1 1 :°� ... 246 \ Lnn - \ \ \ PROTECTION TRACT) \ �� ����\\��\ �p ,5' ���`, \ \ \ 1 �� o 2611581 SF\ w im ° w P \ ml\o ter? \ \ i RETAINING WALL \ \ \ \ o \ \ 210 \ \ \ J TO 15\ o i 1 i i QS i EXISTING 6" CONC. MAPLE\�20'208 �_\ \ ) I12'� 14'MA�PLC \ �\ 6 \ \ \ \\ \\ `� \\ L4\ i \ `�\` i o i / m1 o Im�� \ i -WITH VARYING HEIGHT WOOD \ \ ^� \ 0 i A EX ING 6' J FENCE. 2 202- \ \ \\ \ \ 15' TOP OF SLOPE T 30" FIR `� z \` CHAI K FENCE \ __198 00 \ \ \ \ \ \� _ BUFFER \ ~ \ \ \ 19' DRIPLINE _ X i` �Q� X I \ 4\ 12" MAPLE \ \ \ \ \ L5 i 1 `� 20' BIL �A i 20' B L Q /S �6 6 /6 6 �> > > \ o \ \\ \ \ & 0 2 Q 6 8 O st cn (� sz � w o 6 cP \ \\L / EXISTING 6" GONG. A 24" FIR 14" MAPLE 51/ 36" CEDRETAINING WALL \\\6/��2b RIPLINE WITH VARYING HEIGHT WOOD ` 9 20' DRIPLINE 14" MAPLE \14' MAPLEFENCE. 4�L ML ` \~\30" MAPLE \ \� \TOp L7 \ `\ ��� \ \ END OF WALL IS 0.1' N BY \ 14E \ \321.57' \ \ \ b0.00' t 0.1' W OF CALCULATED \ \ l \ I 44.17' - - DEED CORNER EXISTING 6" WOOD \ L L 1 ~ \ \ \ \ \ \ \ \ \ \ \ \ \ ` \ \ FENCE ANGLE POINT / EXISTING 6" WOOD �� �\ \ 1.0' NORTHERLY L TREE DRIPLINE FENCE CONSTRUCTION NOTES OEXISTING STORM DRAIN OUTLET W/ ROCK OUTFALL PROTECTION. SEE FIG. 4.2.2.A ON SHEET 13. EX. IE = 233.16 12" D.I. (NE) (PUBLIC) IE = 233.20 12" D.I. (SE) (PUBLIC) OSTORM DRAIN OUTLET W/ ROCK OUTFALL PROTECTION SEE FIG. 4.2.2.A ON SHEET 13. IE = 231.00 12" D.I. (SE) (PRIVATE) O69 LF - 12" D.I., S = 1.16% (PRIVATE) ® CATCH BASIN, TYPE 1 W/ SOLID LOCKING LID (PRIVATE) RIM = 235.74 IE = 231.80 12" D.I. (NW) IE = 231.80 12" PVC (E) O40 LF - 12" PVC, S = 0.50% (PRIVATE) © 54" DIAM. FLOW CONTROL STRUCTURE W/ SOLID LOCKING LID (PRIVATE) SEE STD. PLAN - 237.00 AND ELEVATION EXHIBIT SHEET 12. RIM = 240.35 IE = 232.00 12" PVC (W) IE = 232.00 36" CMP (E) RISER: 24" CMP, TOP OF RISER ELV. 237.00 NOTCH HEIGHT: 0.65' BOTTOM OF NOTCH ELV: 236.35 NOTCH WIDTH: 0.0199' BOTTOM ORIFICE:0.42" DIAM, ELV 232.00 O2 LF - 36" DIAM. CMP, IE = 232.00, S = 0.00%(PRIVATE) ® 106.5 LF - 6' DIAM. CMP DETENTION PIPE (PRIVATE) DETENTION PIPE IE = 231.50 IE = 232.00 36" CMP (W) IE = 234.00 12" PVC (N) IE = 234.00 12" CMP (S) IE = 234.00 12" CMP (S) O4 LF - 12" DIAM. CMP, IE = 234.00, S = 0.00% (PRIVATE) 1 0 CB, TYPE 2 - 48" DIAM. W/ SOLID LOCKING LID (PRIVATE) RIM = 246.23 IE = 234.00 12" CMP (N) IE = 237.50 8" PVC (S) IE = 237.50 6" PVC (E,W) 11 28 LF - 8" PVC, S = 9.29% (PRIVATE) Abbey Road Group Land Development Services Company, LLC 2102 E MAIN AVE, SUITE 109 PUYALLUP, WA 98372 P.O. Box 1224, Puyallup, WA 98371 (253) 435-3699, Fax (253) 446-3159 OF CALCULATED DEED, (TYPICAL) LINE - /jj EXISTING j% HOUSE 12 CATCH BASIN, TYPE 1 W/ VANED GRATE (PRIVATE) 34 LF - 12" D.I., S=3.82% (PUBLIC) RIM=243.77 25 LF - 12" PVC, IE = 234.00, S = 15.20% (PRIVATE) IE = 240.10 8" PVC (N) CATCH BASIN, TYPE 2 - 48" W/ VANED GRATE (PUBLIC) 3O CATCH BASIN, TYPE 1 W/ VANED GRATE (PUBLIC) 13 RDCO - SEE STD PLAN 226.00, SHEET 12 (PRIVATE) STA: 0+41.50 , 11.50' RT STA: 2+32.57 , 11.15' RT RIM = 245.23 RIM = 239.09 RIM = 250.73 IE = 239.00 6" PVC (E) IE = 234.50 12" D.I. (W) IE = 246.73 12" PVC (W) IE = 235.09 12" PVC (E) 0314 RIMIM = 246.52 R-SEE STD PLAN 226.00, SHEET 12 (PRIVATE) IE = 234.50 12" PVC (SE) 31 4 LF - 12" DIAM. CMP, IE = 234.00, S = 0.00% (PRIVATE) IE = 242.00 6" PVC (W) ® 191 LF - 12" PVC, S = 6.09%(PUBLIC) THE FRONT SETBACK IS 20 FEET PER R-8 ZONING. HOWEVER, THIS 20 FOOT FRONT SETBACK NEEDS TO BE ADJUSTED TO ACCOMMODATE THE 15 CB, TYPE 2 - 48" DIAM. W/ SOLID LOCKING LID (PRIVATE) 64 LF - 12" PVC , S = 5.15% (PUBLIC) PROPOSED 15' WIDE DRAINAGE EASEMENT AND AN ADDITIONAL 2' RIM = 242.77 SETBACK FROM EASEMENT TO BSBL PER SECTION 4.2.2 ITEM 7 IE = 234.00 12" CMP (N) © CATCH BASIN, TYPE 1 W/ VANED GRATE (PUBLIC) EXCEPTION, RESULTING IN A 27' FRONT SETBACK. IE = 237.50 8' PVC (W) STA: 0+64.85 , 25.49' RT IE = 237.50 6" PVC (SW) RIM = 239.98 16 16 LF 8" PVC, S = 1.00%(PRIVATE) IE = 238.00 12" D.I. (E) 1 7 RDCO - SEE STD PLAN 226.00, SHEET 12 (PRIVATE) 40 LF - 12" D.I. , S = 0.50% (PUBLIC) RIM = 242.26 IE = 239.00 6" PVC (NE) 8 48" FLOW SPLITTER -SEE DETAIL SHEET 12 (PUBLIC) W/ ROUND FRAME AND COVER R-417211 1 8 CB, TYPE 1 W/VANED GRATE (PRIVATE) STA:1+04.87 , 19.75' RT RIM = 243.25 RIM = 241.72 IE = 237.80 12" DI (SW) IE = 237.66 8" PVC (E) OUTLET 1 - SOUTH IN COMPLIANCE WITH CITY OF RENTON STANDARDS 19 ACCESS RISER PER COR STD. PLAN 235.10, SHEET 12 (PRIVATE) STANDPIPE 12" CMP RISER RIM = 241.07 IE TO TANK = 237.80 12" PVC (S) SURFACE WATER UTILITY ORIFICE: 1.59" , IE = 235.80 DEVELOPMENT ENGINEERING ~� ACCESS RISER PER COR STD. PLAN 235.10, SHEET 12 (PRIVATE) OVERFLOW (TOP OF RISER) IE = 241.30 NJanders 12/20/2021 J Farah 12/20/2021 RIM = 244.40 OUTLET 2 - WEST STANDPIPE 12" CMP RISER 21 ACCESS RISER PER COR STD. PLAN 235.10, SHEET 12 (PRIVATE) IE BYPASS= 237.80 12" PVC (W) RIM = 247.20 ORIFICE: 1.63" , ELV 235.80 OVERFLOW (TOP OF RISER) IE = 241.30 CITY OF RENTON REDLINES 3.18.21 HJ 4/16/2021 GH SURVEYED: L. WALKER SCALE: " � 1 = 20 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 83/1 CITY Y 0 E � M E I L I N VIEW 1833 N E 12TH ST °ATE: 11 /24/2021 CITY OF RENTON REDLINES 5.24.21 HJ 5/27/2021 GH DESIGNEDJ. BROWN TIELDB°GK: CITY OF RENTON REDLINES 7.21.21 HJ 7/27/2021 GH RENTON RENTON WA 98056 PAGE DRAWN: °RAwilvc No: H. JASTRZEMBSKI ONE INCH DATUM e CHECKED: J.BROWN AT FULL SCALE IF NOT ONE INCH Planning/Building/Public Works Dept. DRAINAGE CONTROL PLAN �R 0. REVISION BY DATE APP SCALE ACCORDINGLY APPROVED: SHEET: OF: G.HULSMANN 11 19 T N U O Q J H H