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Home My WebLink AboutR-423015O N O Q I Z W _J z SEE SHEET C4.01 - �TIT� I 8249-I " 137' 6 /E 490. 97 I I STA. 2t59.38, 12.25' L o TYPE 1, PER CORI STD DTL 8 �r-- WITH VANED GRA,?E PER COR STD DTL 201.20 ITYP) r8242 RIU 493.83 \ \ 3 3 SF 12" IF IN 489.50 \ \ , 6 /E IN 490.00 (W) o I`� TR. TR. C \ 12" lE IN 489.50 (N) ------ - - ---- 306E SF - - 12" If OUT 489.5P (5) �• ' � I � SDCO 14 I I I 1 8238 \ 6R 486.00 117' If 1 I I 1 I ---J L 8239 cp � , \ 37 31 �8207 -179LF 12" PVC 1 A SEPARATE BUILDING \ �`' r8205 >T� 000263 72LF 6 PVC 23 °. PERMIT IS REQUIRED FOR -8206 \ l4 ®00415 I i I I I I THE VAULT. TR O = \ \ 9,367E SF SDCO 15 I I 1 i 1 i sEE B23000727 248E SF S � \ RIM 491.05 I o I i 1 I s I 6" lE 483.00 � 8190 6" IE 483.00 I 8189 \ I \ �� 15LF 6 PVC I I I � \ L-- ®0.1500-- I 1 I I 1 - - - - - - - - - VAUL F0077NG mow, e191 \ 9 ® 0.0100 6 /E 491.50 > 22LF 6" PVC 116' 1 \ �® 0.0115 i-------� ,� _ STA. 2 9 1, 12.25' R ` -502- I 3e TYPE 1, W11�� VANED GRATE � �lM 493.83 3 I lE IN 45�1.25 (E) 9, 005E SF IE OUTI489.75 (W) I <s ` SDCO 13 RlM 2.95 � '•6"lE 8�97T-------- I 32 137' DRAIN 0 16 I I I I , ¢88 7' lM 4 STA. 0*46.�17, 114.99 L \ 812 - - - - - - TYPE 2�48,-SOLID-LUCKING LlD \ 6» / 3 17, • : 29LF 12" PVC RIM 481537 "1 3 >----------------- ------ ®0.4297 12" lE IN 473.80 (E) 1 1 I , 6" lE 475.00�`, n i i I I I 6 /E lN 474.30 (N) �__ ___�_-_ g z�I I 1I I I 1 „ 81 �10,�fb2 ==6LF6"PVC-/ 1 , 473.80 (5) o Q N I I I I 1 \ __-- ® 0.15001 I I 1 2 II I CLJ I /i-----------\----------- o , 9 12" 1E 472.50 v I I I I I I STA. 100f30.88, 12.25 L 23 \ �_ _ _ _ _ 19 co r- UTILI CROSSING, SEE I I I ' 1 5 68LF 12" PVC 12 /E 474.50- c o I I 1 1 1 TYPE 1, ACCESS ESMT �E CDT SLE THIS SHEET I 1 1 ' I RIM 479.90 R C N0 2 0113002723 ��-- _® 0.0091- 6LF 12 PVC z �----------------------- --- I 1 I 1 I 12" IF OUT 46.4a (- '� � , ® 0.0100 ---oH 20 9 I I -_-- -- -- - ----- - I- ® -- - - ----- w- / \ � � 73LF 6" PVC I 100.0219 2 1 9, 017E SF I sbco 2 jo 6r E 488.30 CB 3 6r lE 488.30 STA. 0*80.04, 2.25' L TYPE 1, WITH VANED GRA1 RIM 489.80 1 12" lE IN 4849 (N) ----- IrFf--N 484.79 (5) 123' „ 123' Lo In �r------------� \ I 10, 9 8 SF -69LF 6" PVC 00.0216 0 CB 2 �Ps ��00 STA. 0*47.86, 6.26' R TYPE 1, WITH VANED GRATE - RIU 48969 ----- 6" IE IN 485.57 (E) Ij i_ �� .. SF cl I O -074 \I 377 I � I I � I 0 O A378 _-�379 _ _10017L00 I 3 0 / " - - - c �28LF 6" PVC .. ,. . �'D/VNECT .TQ 10 8LF 12 PVC 27LF 12 DI 579 N ® 0.0443 RIM 490.30- - - - s ®0.0100_ ®p�f00 4-' - - - - - - - -N88 6 37"W 327.6> NIA j. EXISJING CB ss- �- �S - 1004f0 L t-44LF 12 PVC - I _ - fOIJ - - - - - - - - - -6" 1E-486.80- - - - w o - ------ -- - q- - - '_ - ®0. - - Ss - - - - - - - - - - SS - - - r- -® 0.0066PVC- - 1006f00 - 8131 - N -------- �X_ CB OCBT,8980 1 a�7 I - -` - - - - 45 NE 4TH PLA E \o -- - ��9�\sk 1 I I I 14 SD STA. 1001747 14.29 R ---- i -�- - -- f--F-_-{ ___-------- sD � / TYPE 2-48, i i I I i - ------------- - I El i sD- SD-� ---------- LU RlM 472.03 - - - - I 1 I c I ---------------------- ----------------- - -- 12lE IN 45 3.3 (E) - i I - - - - - - 190LF 12 PVC of `' G �� I <z 1-----so -------------------- I I I ®0.0657 I I I �-� 8----- G G I EX.12 /E IN 45 r 33 (W) � 1 i i i I i � - STA. Of 48.O1, 12.28' L G EX. 8" lE IN 45 43 (N) 11 i 1 I I 1 i I I I Q Q ,' _ VANED GRA TE O I I I I ICB U oU5 STA. 1003f75.59 >1�26 R STA. 44 84 46.52 L � I I ¢ I ' I I EX.B" IE- OUT 4 7.33 S - - - I I , I 1 CB 2� 1 CB O i 12/M lE 1N1484.95 (E) - - - - - - STA. 1003f31.71, 1 14, 87' R O j I I I I I TYPE1, Y ' 1 »' I I o I I I I C �� I I TYPE 2-48: SOLI LOCKING LID TYPE 2-48, SOLID LOCKING LID, I 1 I 112 If OUT 484.95 (N) I I STA. 1 N-85.59,-1476'J� i i I I I RIM 479.62 PER, COR STD DTL 2k 00 RIU 487.iO3 „ I I 1 1 1 12�" IE IN 474.83 N � i i r i 1 1 RIU 70.56 I 1 I I 1 (� RIM 481.91 12 /E llu " I I 1 - - 12-1/f IN 473.58 ) 474.44 N) 1 I I TYP 2-48 , SOLID LOCKING LID i i I I i � - EX 6 IE IN 47F.39 (S) - - - - - - - " I i 12" lE OUT 474 44 (W) 12 /N 461.11 (E) i i I I I EX. 12 IF OUT 474. 3 (E) 12 /E OUT 473.5 I 1 I i 12" EOUT 457.41 (W) I I 1 1 I I I I I I - i I TR. / 740E SF UTILITY CROSSING TABLE CROSSING # UPPER NETWORK UPPER PIPE IF LOWER PIPE CROWN LOWER NETWORK CLEARANCE 1 STRM 489.65 482.85 SSW? 6.81 2 STRM 485.04 480.07 SSW? 4.97 3 SSWR 460.45 458.39 STRM 2.05 4 STRM 475.32 470.51 SSWR 4.81 5 STRM 491.09 483.70 SSWR 7.39 6 STRM 49,3.56 490.69 SSWR 2.87 7 STRM 496.58 49,3.68 SSWR 2.90 8 STRM 489.55 488.46 WA T? 1.10 9 STRM 484.97 483.95 WA T? 1.02 10 STRM 491. 0 489.83 WA T? 1.20 11 STRM 493.51 492.13 WA T? 1.38 12 STRM 496.53 495.10 WA T? 1.43 13 STRM 494.58 493.40 WA T? 1.18 14 STRM 474.98 471.71 STRM 3.27 15 STRM 468.93 468.36 STRM 0.56 16 STRM 469.05 465.93 STRM 3.12 17 STRM 476.96 475.83 STRM 1.13 18 STRM 468.82 466.73 STRM 2.09 19 STRM 476.84 474.40 STRM 2.43 20 STRM 476.63 475.50 STRM 1.13 UTILITY CROSSING TABLE CROSSING # UPPER NETWORK UPPER PIPE IE LOWER PIPE CROWN LOWER NETWORK CLEARANCE 21 STRM 469.17 466.62 STRM 255 22 STRM 488.83 484.07 SSWR-SERV 4.76 23 STRM 487.27 481.97 SSWR-SERV 5.29 24 STRM 495.14 491.77 SSWR-SERV 3.36 25 STRM 494.39 488.89 SSWR-SERV 5.50 26 STRM 490.00 485.32 SSWR-SERV 4.68 27 STRM 484.41 482.54 SSWR-SERV 1.87 28 STRM 484.59 482.50 SSWR-SERV 2.09 29 STRM 473.40 470.98 SSWR-SERV 242 30 STRM 473.64 470.44 SSWR-SERV 3.20 31 STRM 485.32 482.39 SSWR-SERV 2.93 32 STRM 489.61 486.20 SSWR-SERV J 41 33 STRM 487.04 483.66 SSWR-SERV 138 34 STRM 471.98 469.70 SSWR-SERV 228 35 STRM 471.24 469.35 SSWR-SERV 1.88 36 STRM 470.88 469.64 SSWR-SERV 1.24 37 WA TR 488.22 484.34 SSWR-SERV 3.88 38 WA TR 487.22 483.38 SSWR-SERV 3.84 39 WA TR 485.96 481.84 SSWR-SERV 4.12 40 STRM 497.75 494.55 SSWR-SERV 3.20 UTILITY CROSSING TABLE CROSSING # UPPER NETWORK UPPER PIPE IE LOWER PIPE CROWN LOWER NETWORK CLEARANCE 41 WA TR 495.68 493.84 SSW? 1.83 42 STRM 494.53 492.01 SSWR 2.52 43 STRM 490.45 489.10 WA TR 1.35 44 STRM 493.35 487.04 SSWR 6.31 45 f TRY 473.59 471.04 SSWR 2.55 SCALE: 1" = 30' 0 15 30 60 1 CITY COMMENTS SES 0/ 12/22 SHM SUED' ROW 2 REVISE WALL SES 3/7/23 SHM DESIGNED: SHM 3 CITY COMMENTS SES 1 /25/23 SHM 4 CITY COMMENTS SES 6 5 23 SHM DBAWNc SES CHECKED: SHM NO. REVISION BY DATE APPR APPROVED: SHM ------------------------- ------------------------- w w PROJECT NO. 20134 R-423015 S r1IDEKO IN COMPLIANCE WITH CITY OF RENTON STANDARDS �� •�F W000, � ;P 0, CIVIL CIVIL ENGINEERING DEVELOPMENT ENGINEERING lr,(� LANDSCAPE ARCHITECTURE L Janders 06/07/2023 .41a4s � PLANNING OAFSG/STE� DESIGN SURVEYING S /ONAL ENG SURFACE WATER UTILITY + -5-23 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 jfarah 06/07/2023 SCALE: HORIZONTAL- NAD 1983/1991Ao%kCITY OF MARCH 2O22 1;%R) FIELDBOOK: RENTON STORM PLAN PAGE ONE INCH DATUM VAN07 DRAWING N0: AT FULL SCALE Planning/Building/Public Works Dept. C4 02 IF NOT ONE INCH SCALE ACCORDINGLY SHEET: 15 OF: 40