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HomeMy WebLinkAboutR-426818SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. to W F- 172 CL N O N 0 U aD 0 m STORM FLOW DIRECTION (TYP) / 13 I I I 1 I 4 5 5 1 31 U \ I I 4 5+00 F - - I I a C I ° -------- -J I2 I i + 10.5' • I 10 0 1 3 I 1 r I \ I I O I 3 I r- I I 3 6+00--� I 6 , a o I � 1, I -'aRIDGE- - 0 0 �I n LLJ C0 0 N � hl 0 r, r, C / 0 / O / m 7, 7+00- I A I I COMPACT COMPACT COMPACT OMPACT COMPACT COMPACT COMPACT rOG9PS'T c^^.ate°.^T COMPWI \ , I I I C 1CVdW00 lOVdW00 10/ 00 1; 1 'I 11 ° I I I � COMPACT COMPACT COMPACT COMPACT COPACT CC I STORM FLOW DIRECTION (TYP) 77 a a. a 00 RIDGE- - \-3+00 o 0 D Cn c I 18 \-FRENCH DRAIN F� 13 A�A� I REFER TO SHE 10+30 � 1, 5 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 12.07.23 JET SURVEYED: Z.NALL SCALE. 4 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 10.20.23 JET DESIGNED: J.GREEN/D.RIDDLE 3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET 2 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET DRAWN: J.GREEN D.RIDDLE ONE INCH 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX o2.,0.23 JET CHECKED: J.TAFLIN J.GREEN AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE APPR SCALE ACCORDINGLY APPROVED: J. TAFLI N LEGEND SD SD SD --------------- RDL RDL STORM STRUCTURE SCHEDULE SDCB #1, TYPE 1 (A) Oi STA: 2+07.26 RIM: 29.47 8" IE: 26.72 (E) 8" IE: 26.72 (SE) 12" IE: 26.38 (N) (EX.) OSDCB #2, TYPE 1 (D) STA: 3+31.62 RIM: 29.66 12" IE: 25.75 (N) 12" IE: 25.75 (S) 8" IE: 26.09 (E) 12" IE: 25.75 (W) (EX.) O SDCB #3, TYPE 1 (A) STA: 4+43.81 RIM: 30.33 12" IE: 26.39 (N) 8" IE: 26.73 (E) 12" IE: 26.39 (S) O EX. SDCB #1 TO REMAIN STA: 4+89.20 RIM: 29.65 12" IE: 26.65 (E) (EX.) 12" IE: 26.65 (N) (EX.) 12" IE: 26.65 (S) O CONNECT TO EXISTING SD STA: 5+06.20 12" IE: 26.74 (E) SDCB #4, TYPE 1 (A) O6 STA: 5+91.70 RIM: 30.36 12" IE: 27.17 (W) SDCO #1 (B) O7 STA: 6+42.42 RIM: 31.46 8" IE: 27.19 (E) 8" IE: 27.19 (W) SDCO #2 (B) STA: 8+55.12 O$ RIM: 31.46 8" IE: 27.76 (E) 8" IE: 27.76 (W) SDCB #5, TYPE 1 (D) O STA: 1+87.34 RIM: 30.19 6" IE: 27.28 (E) 6" IE: 27.28 (S) 8" IE: 27.12 (NW) AREA DRAIN #1 (C) STA: 1 +59.01 10 RIM: 30.98 6" IE: 27.68 (E) 6" IE: 27.68 (W) AREA DRAIN #2 (C) 11 STA: 1+01.54 RIM: 31.02 6" IE: 28.50 (W) SDCO #3 (B) STA: 9+23.39 O12 RIM: 30.13 6" IE: 2 7.6 7 (E) 6" IE: 2 7.6 7 (N) SDCO #4 (B) ,3 STA: 10+27.82 RIM: 29.72 6" IE: 28.19 (W) 220.20 PROPOSED STORM DRAINAGE PIPE C-3.2 EXISTING STORM DRAINAGE PIPE , FOOTING DRAIN C-3.3 220.20 ROOF DRAIN LINE C-3.3 TYPE I CATCH BASIN 200.00 C-3.2 STORM DRAIN CLEANOUT AREA DRAIN FRENCH DRAIN C-3.3 STORM STRUCTURE SCHEDULE EX. SDCB #2 TO REMAIN t4 RIM 31.49 12" IE: 25.25 (E) 12" IE: 25.25 (N) 18" IE: 25.25 (W) AREA DRAIN #3 (C) 15 W/ CONCRETE FUNNEL FOR PRESSURE RELIEF DISCHARGE PIPE STA: 6+35.19 RIM: 31.31 8" IE: 27.10 (E) 8" IE: 27.10 (W) 1s SDCO #5 (B) STA: 7+54.53 RIM: 31.46 8" IE: 27.11 (E) 8" IE: 27.11 (W) STORM PIPE SCHEDULE ❑� 124 LF 12" CPE @ 0.50% 0 112 LF 12" CPE @ 0.57% 45 LF 12" CPE @ 0.56% EX. 17 LF 12" CPE @ 0.50% TO REMAIN 85 LF 12" CPE @ 0.50% �s 7 LF 8" CPE @ 1.22% 2 LF 8" CPE @ 1.22% 48 LF 8" CPE @ 2.11 % 2 LF 8" CPE @ 2.00% ,0 50 LF 8" CPE @ 2.10% 21 2 LF 8" CPE @ 1.00% 12 EX. 100 LF 12" CPE @ 0.50% TO REMAIN 13 103 LF 12" CPE @ 0.50% ,4 20 LF 8" CPE @ 2.00% 15 28 LF 6" CPE @ 1.42% 16 57 LF 6" CPE @ 1.42% 17 19 LF 6" CPE @ 2.00% ,a 104 LF 6" CPE FRENCH DRAIN @ 0.50% 19 30 LF 8" CPE @ 1.22% HOR ZONiALL� NAD 1983/1991 CITY OF RENTON DATUM Planning/Building/Public Works Dept. 0 10 20 40 SCALE: 1 inch = 20 ft. STORM SYSTEM IS PRIVATELY OWNED AND MAINTAINED. STORM STRUCTURE GRATE/LID SCHEDULE (SEE STRUCTURE CALLOUTS FOR GRATE/LID TYPE) GRATE/LID GRATE/LID DESCRIPTION LABEL (A) RECTANGULAR HERRINGBONE GRATE PER WSDOT STD. PLAN 30.50-00 (B) SOLID CLEANOUT LID PER CITY OF RENTON STANDARD PLAN 226.00 (C) DECORATIVE RECTANGULAR GRATE. SEE LANDSCAPE PLANS. (D) RECTANGULAR SOLID LOCKING LID. NAVIX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com 12/07/2Q23 r CD 00 O O N W O O N Q J W O O O N 04 :1 R-426818 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING' yq i 12/20/2023 IL W WEST77 PARTNERS LIVAWAY HOTEL PARK AVENUE NORTH RENTON, WA 98057 STORM DRAINAGE PLAN Z H o� Q DATE: 12.07.2023 FIELDBOOK: PAGE: DRAWING N0: C-3.0 W SHEET: OF* 18 41