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HomeMy WebLinkAboutR-396211NE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHING TON N Cfl C'7 0 w w rr Q U J Q U w � /n �./ / Z 0 Z w rr T T E 0 co 0 I 0 N 0 0 0 a_ o, 3 I 0 I Q m I U) Q U) c 3 0 0 T E E 0 0 0 U 0 a V) 0 0 re i co i 0 N i U i c .3 0 0 420 400 J80 J60 J40 RETAINING WALL I 136 LF 12' PVC I \ I \ r CB -Al 6 .......... ................ ... �- 20 LF 127 PVC J I / CB -Al 7 S 102 LF 1t PVC --G-----G-V--- _RAISE LID TO FINISHED GRADE AND- -G REPLACE W/ SOLID LOCKING LID mm.; •*� it �� Mc= � I :*=_Z5`1&w=_ - kvt' �`,�+►7�� .9 l� 10. fWIMMER __-off r yr i SD - o ; o ...S.".......... l "- . ��. .... ... ... --- ........ � � o :.:ter .....::::::::::.r....:..:.::::: _. ......�........................................... 4- - .................... ....�. - ....................... SD S - - S cn LLJ �� 0 z 0LLJ zQ ��_ Go CD C) C I Cn �' V) - Z m O 60' VC - o C Z O O PVI STA= Coo 8+50.00 o o w Q0 + V) - o V) PVI EL K=6 404.06 w o+ o+ N <� Z cn cn -I n .83 CCD 0 o O o � + a' o CDOO °O + � o �aau ? ci c~n w Ln 0� CD °o - II CD O Q (n II J w LEI rn 00OC) CDC)CD � O Li l j 50- > co ODr M + rn Q C/n ICI w a 6.7�0% Q _j ¢ J Q S 4� c° O cn w 5.05% + - 3.61% - - - - - _ o FINISHED GRADE - - z AT ROAD 4.39% A EXISTING GRADE 4.33% - - AT ROAD CL - - _ 5.12% LF. - 1 102 L F. 12 PVC 0 2•6 9 0 1.92% - - 136 L.F. 12" SD 0 STA 16+60.57 2. 3' LT RIM=395.82 EXIST CULVERT IE=399.22 (12"0 CMP) E IE=392.65 (12"0) E EXISTING CULVER IE=390.65 (12"0) SW TO BE REMOVED EX un, I rrt 2-4 " C -1-A,i�+E TYPE 2-48*0 STA 15+58. 2, 2.22' RT W/ SOLID LOCKING LID W OPEN GRATE RIM=390.68 STA 17+96.7 , 16.93' LT IE=388.05 E RIM=401.94 FS RW_�96.ss- �ffflll� IE=387.89 2*0 NW +E---7j9'6.88U IE=395.91 (1 f0) W (1240-)­)AL AVANA RIDGE PROPOSED STA 1 +50.75, 17.75' LT CB-A17, PE 2-48" CB-1, TY E 2-48" RIM=3 1.04 W/ SOLID LOCKING LID W/ OPEN GRATE IE=38 .79 1 tO W „ O 16+86.26, 17.86' LT _ IE=38 .61 12"0 SE 12 LF. lt PVC 0 0.51 % - H RI=397.68 IE=38 .59 120 E _ µ �{,-�� IE 390.23 (12"0) E AVANA RIDGE PROPOSED IE 390.20 120) N, CB-A16, TYPE 2-60' CB-16, TYPE 2- " W/ SOLID LOCKING LID 20 LF. 1f 0 1.40% CURB INLET, SEE T-01 ' STA 16+60.18, 9.23' . RIM 396.83 ) - IE= 90.71 (12°0) N - "INI . - " IE= 90.59 (12"0) s - SE 17 ND ST EXISTING GRADE E FINISHED GRADE AT ROAD AT ROAD Q SCALE: HOR: 1" =20' ^7 rn co O VE N : 1"=10' to a, rn o rn O O O �, h , rn O , N Ln O � ►� oo o� o O o O N o rl op O 15+00 Call 2 Business Days Before You Dig 811 or 1-800-424-5555 Utilities Underground Location Center 15+50 16+00 16+50 17+00 1 thANNIAMDCADV Surveying 0 AS -BUILT DRAWINGS Engineering Planning 20210 142nd Avenue NE Ph. 425.806.1869 Woodinville, WA 98072 Fx. 425.482.2893 www.LDCcorp.com NO. 17+50 18+00 18+50 19+00 19+50 20+00 LEGEND STORM PIPE SEWER PIPE 420 WATER PIPE PERVIOUS PAVEMENT PROPOSED ASPHALT PROPOSED GRIND/OVERLAY NOTE 400 SEE SHEETS DT-01 THROUGH DT-03 FOR STORM DRAINAGE NOTES AND DETAILS. J80 J60 J40 'NOTE VERTICAL INFORMATION PROVIDED BY AVANA RIDGE APPROVED PROPOSED PLANS AS -BUILT ELEVATIONS MAY VARY. CONTRACTOR TO VERIFY ELEVATION PRIOR TO ORDERING MATERIALS. AS-BUILT DRAWINGS 00 N O T 5611 N O O 0 O T J IN COMPLIANCE WITH CITY OF RENTON STANDARDS UU TOPOGRAPHIC DISCLAIMER TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS U BEEN PROVIDED BY CORNERSTONE ENGINEERING, INC. LDC, INC. (LAND DEVELOPMENT CONSULTANTS, INC.) ASSUMES NO LIABILITY AS TO THE ACCURACY AND COMPLETENESS OF THIS DATA. ANY DISCREPANCIES FOUND BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT IS NOTED IN THE r FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE ENGINEER. MEV 12-13-18 SURVEYED: LDC SCALE: DATE: DESIGNED: v, VERTICAL: NAVD • RENTON SPEC/AL CARE COMMUNITY, LLC AS NOTED HORIZONTAL: NAD 1983/183/1991 C TY 0 IC 04-08-1 7 MEV RENTON SPECIAL CARE COMMUNITY FIELDBOOK: PAGE: DRAWN: NC INCH OR RENTON 17033 108TH AVE SE, RENTON, WA 98055 DRAWING NO: ONE DATU M CHECKED: MEV AT FULL SCALE Plcnning/Building/Public Works Dept. ROAD AND STORM DR41NAGE PROFILES R D - 02 Z IF NOT ONE INCH REVISION BY DATE APPR APPROVED: SCALE SCALE ACCORDINGLY R-396211 SHEET: 1 1F: 23