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HomeMy WebLinkAboutR-4255301 \ \ s0 TOP OF SLOE \ s (TYP) �� \ 9�xo 41 EX/STING OFFSITE TREE TO REMAIN (TYP) APN 951099 TRACTIf (CRITICAL AREA) AP,NITANG NUO \I \� \ \ EXISTING TREE 26.0 PRIVATE R AD EASEMENT TO BE SA I/ED PLAT OF WOODS IER (TYP) \ �\ \ / \ \ \� \�`` PROPOSED F/N/SH _ \ e \ \ \ \� 3g8� GRADE CONTOUR 77 \/ . /� �� a� (TYP) 11 CONNE;FCT WALL RIM 422.59 \ (/ \1 \ ��`~ ` EX/STING GROUND s"oo - - - DRAIN TO CB. - - - - 6" lE 419.48 \ \ \k� / r \� j\� \.� CONTOUR (TYP) 12LF 6" PI/J \ \ \ 00.0100 79 76 00 0 CB 34 APN 951K99U 1 \ 6" CLEANOUT \. \ \ \ \ ��� \q� G� ooMIN I $0 - \ �Zh RIM 425.22 `r�j, �\ \ 6 /E 417.38 \ \ �� �• \ 16.0 PRIVATE R AD I 75 • \ \ \ \ �`1` �. �. �� \`9G \ \ EASEMENT 29LF 6" Pm \ `� �QINoo PLAT OF WOODS IER 00.0100 -- - - - a 74 TRACT) 1 \ 6" CLEANOUT _ (STORM DRAINAGE) \ 'o� CONNECT TO --- fj RIM 425.18 0 = _�_____ --- �=9 IN EX CB ------------ - - 73 t _ 12LF 6 Pl/ 6" CLEANOUT 419.09 ,0040 ".� 0 0.0108 q2 ----- ------ , • RIM 425.84 - - - - APN 95109 AI-EZ $3 6- IF 417.09 CB jOHN CB 33 6» If-417.09 I � � � 00 EE _ IOLF 6 Pl/ I ' \ \I \ �� WALL DRAIN s vT,IVATE ROAD I84 CB 32 ° ®02640 I \ \\`�� L�'.� (TYP) a: \`� \� WOODB IER 1 6" CLEANOUT 71 ----- - - - - - - - - - - RIM 427.30 - - - - - - - - - s-- 6" /E 423.00►SIN � b. I -410\\ ( $5 6- PVC- .�' 14L 0 0.3236 N � \ \ \ CB 1 a\�\ EE El "00 951 T P OH 1 87� 11 C8I SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMAT/ON. 00.010 \� \ 88 �` 69 CB 35 � mod_ `° \, • `� / � \�\�,�, .\ \� . �i. gg cB 3s 11LF 6 PI/ 6 CLEANOUT / 6 CLEANOUT - � \.. Ci00.01006 CLEANOUT RIM 426.40 R/M 425.08 TRACT � RIM 427.15 � �� 6» IE 421. 00 66 65 6 /E 420.58 63 (CRITICAL ARE \ °�3 - 67 6»/E 420.58_ - E 421.20� � ,• � L ARE \ � \ \� _ o ,I 6" CLEANOUT 6 / N 330�8 ENTON 90 R/M 425.45 ,..1. �( » 1LF 6» PVC CB 5 \ \ `�' .��. AP OF R r 6 /E 420.58 cITY I I 6 /E 421.87 _ \ I I 64 62 ® 00102 - 60 I�\a> I/ `(EYMAP SCALE: 1" = 30' 0 15 30 60 STORM LEGEND STORM P/PE STORM SERWCE EX/STING STORM PIPE STORM PIPE FLOW ARROW ❑❑ STORM STRUCTURE - TYPE 1 CB STORM STRUCTURE - TYPE 2 CB NOTE ALL CLEANOUTS LOCATED W 171IN A DRIVABLE SURFACE SHALL BE REWIRED TO HA Vf- TRAFFIC BEARING L/DS CIVIL ENGINEERING !.', , , „ d��11���� �, ^ +ter �,�, �'ib�� .-;�;;_ tiLANDSCAPE ARCHITECTURE 40 fi .: ,0 p5o 54 13LF 6" PI/° ° �� 6" CLEANOUT • \ 426 T� DSO I I � , � 6 CLEANOUT N 33p R LE �� �� 53 6 CLEANOUT �� 0 0.0100 RIM 429.09 AF JENNIFE / 15 BLDG R/M 424.30 55 " 56 57 58 59 6/�E 419.86 y. NI ° � " \ � SETBACK TYP / 7 _ 6 /E 419.02 ( ) 6 /E 420.45 !I I I I 41 STORM SYSTEM CLEC.O.R. 22 .0 SEE SHEET C4.1 I PER STD PLAN 226.0 SEE SHEET C4.33 (TYP) UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 1 REVISED PER CITY COMMENTS MJS 7/26/231 HHH SURVEYED: SCALE: VERTICAL NAVD 1988 BY OTHERS AS NOTED HORIZONTAL: NAD 1983/1991 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNED: CITY OF 3 REVISED PER CITY COMMENTS KEL 10/11/22 HHH DRAWN: HOLL/ HEAVR/N RENTON MARY MOORE ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. HOLL/ HEA VR/N IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY ROLL/ HEA VR/N 0 0 N N DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425530 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING' jfarah 12/06/2023 ' yqi 12/06/2023 N DATE: O TOWNS ON 12TH 101111202J 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: PAGE: DRAWING NO: STORM SERVICES PLAN C4.10 SHEET: OF: 30 93