Loading...
HomeMy WebLinkAboutS-419302S LN", O i Q M N CL Ful SEE SHEET C4.21 I / I I / I I I / I I I I / I 9303 z -93�F 12" PVC CB ✓ 0 4-9B 0.0082 APPLICANTS ARBORIST N.• 19879.15 E.• 19794.18 TYPE 2-48" \ SOLID LOCKING LID ` R/M-*2-06-462.15 - - 12" lE /N 4_459B-(SX6.05 - 12" If OUT 455 9&-(N)455.95 I � r- I I I � I� a ---� ---- --�- -- -----J a ---- �----- N89°51'03"W 178.00 7 --- - - - - - - - - - - el 1 � I 2 1 I�1 � ,• I 11 CD 51264f SF 11 \ Lc) 00 66.43 F ®-e-eeVc� I I I / I I I \ \ i ROW co 0.0065 i I I I I / I � I \ \ PROPOSED 1 " WA TER METERS TO BE o co INSTALLED BY D/STR/CT FORCES, A CD CD I CD I I I I 7,, $65f SF RN/SHM ADE 46Y 62 � I 6" IE 465. 00 � � WA TER METER PERMIT /5 REQUIRED 6.9 `�1466.12(AB) L- �- ----� \ 1 UTILITY CROSSI to P!7/I/d � I I I CO I EX STORM P/PE i I I I II 6" lE 464.44 I - - - - UTILITY EASEMENT - a - - �11 RF RFMU1/£D o I I �� / 1 I I SSCO 3 SSCO PER CO2R STD \ R/M 468 4-F 469.02 \ \ PLAN 403.1 & 406.1 1 6 /E 466�8- 465.90 SSCO 1 6" lE 462.54 I 6 /E 466-28-465.90 8� 472.17RIM V � PRIVATE STORM I \ �I ® I F 1 / 0------------------------------------- -- o--------p / EASEMENT " ------------------------------------ ------ 73LF 6 PVC 6r l 464.75 66 12" PVC ( ®-9-3'r'r i \ n_;263 12 08 I2f0 I \\ r-----------+-�--------� 1 I l 12" If 456.70 \ 12" IE 60 37.81 I I I 3t9tF12 PVC I ---------------------------------- ------- I E.• 19794.00 TYPE 2-48' SOLID LOCKING LID RIM-,* 460.53 12" /F /N 466-34- (E)456°53 6" If IN -45E64 (5E)456.53 12" 1E OUT #646 ::3O (N)456 48 SHALL BE PRESENT DURING EXCA VAT/ON FOR STORM LINE -- --------�-- 00 -20LF 6" PVC 00.075 y ----- ` z----�-70.0044-------- i 40LF 6" PVCI � 0060 -0-------- \---------- ----------04 - --------- \ ---- N89°51'03"W 178.00 TYPE 2 CATCH BASIN PER 6" VAULT FOOTING DRAIN COR STD PLAN 201.00 LOT 3 (TYP) UTILITY CROSSING TABLE CROSSING # UPPER NETWORK UPPER P/PE /E LOWER PIPE CROWN LOWER NETWORK CLEARANCE 1 466.14 465.05 1.10 DETENTION VAULT, SEE DETAIL ON SHEET C4.31 _.I RIM 19.-69 472.177 TRACnA 99.65 6 /E-4E�P464.4�1 2,132f s M8LF 12" PVC 6" IF 464.441 ® ig.-9_590.0467 T� - - - -- STA. 11 f 17.42, 7.25' L T TYPE 1, RIM-46;�.:99- 468.06 12" IF IN 46-968- (E) 463.06 12" If IN -463- 60 (W) 462. 94 6" If /N 469 59 (N) 463.36 SCALE: 1" = 10' 0 5 10 20 SURVEYED: XXX DESIGNED: SHY DRAWN: SES CHECKED: SHY NO. REVISION BY DATE APPR APPROVED. SHY 4-26-2023 SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SET LEAD & --- I TACK I SOUTH EDGE MOW CURB 0.1' (S) STA. 20f 18.04, 18.14' L T R/M 471.60 12" IE OUT 468.97 (N) 0 JV 1 N I DIM „A„ / TRENCH & BACKFILL PER COR STD PLAN 220.20 I TA.20*9866, 17.70' L T TYPE 1, / RIM 4;7-2 09 471.95 EX 12" IE OUT 466 i8 N) 467.63 \ o FIRE HYDRANT / FLANGE EL 472.46 84 o � -47 6" VC 0.0 I I r - d PVC 10 00 : I 00.020 -- f BM „B„ � I ----- PROJECT NO. 21019 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12700 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 com HORIZV ONTAL: NAD 1983/1991 CITY OF RENTON DATUM Planning/Building/Public Works Dept. STA. 21f33.67, 7.17' RT 48" SSMH PER COR STD PLAN 400.1 RIU0;7z" 0 0 472.47 8" 1E OUT 46432 (S) 46387 TYPE 1 CATCH BAS/N PER COR STD PLAN = 200.00 (TYP) / CB RIM=471.88 /NV.12"(N)=470.42 1NV.12"(S)=470.36 / o 0 TOP 6F NUT EL 470.20 (AB) STA. 10* 17. 69, 7.25' L T TYPE 1, RIM �? BB- 471.71 12 IE IN 466 &&- (S) 468.26 12" IE OUT 466 L9& (W)467.91 0 STA. 20f04.04, 7.51' RT TYPE 1-48" RlM-4;7z" N 472.13 8" /E IN 463. r� (N) 462.89 i I S-419302 RECORD DRAWING R-419307 IN COMPLIANCE WITH CITY OF RENTON STANDARDS UTILITY PLAN NOV 2021 FIELDBOOK: PAGE: DRAWING NO: C4. Ol SHEET: 7 OF: 15