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HomeMy WebLinkAboutR-377511A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA w � Z � w 0 0 R 0 a i � II 367'@0 I I I J 2 !386.56 � �� 5 ` - 386.75 368.81 o 388.71 W.89 � 386.56 Ij•, 387.07 \�1/ / p 386.99 DETECTABLE �\ _ \ -® 30'1; SURFACE WARNING (TYP.) 387.43 - 361.26 ' K387.1 o TOE =387 93 387.52 o D 22 TOP =387.73// \ TOE= 381.58 OP- 387.32" ' TOE =3 3.38 SEE SHEET CH -01 FOR TOP- 388.34 CURB RAMP TYPE (TYP.) / m TOE= 381.65 -;;�TRACT E� , ROCK WALL. IL TOOBEBOBT LINED -•j L TOE =. I Cd 2 W011ft Days Belom You N VMW ala So 11 auon CeI 0DOE .CIR,WA) c sesitMr11 ar Ikowr F Auawgp, As;5 .. 366.61' ROAD C 0 - 6.69, 387.40 1387.75 31 A 00389.15 _ \'I III ?A cal LINE TRACT K- M 394.60 39 393 34 % _ X 21 22 23 I 124 25 \ FF= 387.50 FF 389.50 FF= 388.50 FF 391.50 FF- 393.00 'AD= 386.00 .,PAD= 387.00 ..PAD = 368.00: PA9= 390.00 PAD= 391.50 FF= 394.50 '` .. ., PAD= 393.00 ` - r r. �� �'��' r ®�� it ►'� �7i1��' � � I!IIt f � ■ • rr ..r r � • rr � rr rr .r rr rr ..r r r r •r r •r 38 8. rr CAN ULTRA BLOCK WALL (SEE DETAIL ON SHEET DT -02) NO- I REVISION 9.9m /38 FF= 397.00 'I PAD = 395.50 , `TOP- 397.57 TOE= 396.21 M M Suite 205 1 1 w I r l .30^ Fe .I Way. WA 98003 1' -20' Lao www.esmcivil.com 0/29/14 Y ae 1n^°8•^9^, III III Pu+WIEnWarlu ' Pro1K�W XwEm ESM JOB #1799- 001 -013 sesitMr11 ar Ikowr F Auawgp, As;5 .. 366.61' ROAD C 0 - 6.69, 387.40 1387.75 31 A 00389.15 _ \'I III ?A cal LINE TRACT K- M 394.60 39 393 34 % _ X 21 22 23 I 124 25 \ FF= 387.50 FF 389.50 FF= 388.50 FF 391.50 FF- 393.00 'AD= 386.00 .,PAD= 387.00 ..PAD = 368.00: PA9= 390.00 PAD= 391.50 FF= 394.50 '` .. ., PAD= 393.00 ` - r r. �� �'��' r ®�� it ►'� �7i1��' � � I!IIt f � ■ • rr ..r r � • rr � rr rr .r rr rr ..r r r r •r r •r 38 8. rr CAN ULTRA BLOCK WALL (SEE DETAIL ON SHEET DT -02) NO- I REVISION 9.9m /38 FF= 397.00 'I PAD = 395.50 , `TOP- 397.57 TOE= 396.21 M M 14 .30^ TOE= 392.00 1' -20' Lao M 0/29/14 Y 11 1 . TOP =401.44 LP : CdR G� Y 1 1 1+ QIEaQD /T NLL wlc IF Iq! dE IW]1 BY DATE APPR 37 TRACT J 35 i FF= 396.30 L PAD= 394.80 34 FF= 396.30 " K moo\ ) ILII I I I I Ui �I is 1 \ I KEY MAP TOP- 397.00 x TOE= 395.24 n SCALE: 1 " = 20' zo to 0 20 ao CONTOUR INTERVAL =1 LEGEND FF FINISHED FLOOR ELEVATION PAD STRUCTURAL PAD ELEVATION NOTES 1= 397.00 _ 90 1. POND SHOULD BE CLEANED OUT (VEGETATION 392'62 < AND SEDIMENT) TO CITY OF RENTON STANDARDS PRIOR TO FINAL PUD APPROVAL. ROCK WALL 2. ROCK WALLS GREATER THAN 4' IN HEIGHT WILL BUILDING PERMIT REQUIRE A BUILDING PERMIT. TO BE OBTAINED BY OWNER 1= TOP- 396.30 .30^ TOE= 392.00 ) ILII I I I I Ui �I is 1 \ I KEY MAP TOP- 397.00 x TOE= 395.24 n SCALE: 1 " = 20' zo to 0 20 ao CONTOUR INTERVAL =1 LEGEND FF FINISHED FLOOR ELEVATION PAD STRUCTURAL PAD ELEVATION NOTES 1= 397.00 _ 90 1. POND SHOULD BE CLEANED OUT (VEGETATION 392'62 < AND SEDIMENT) TO CITY OF RENTON STANDARDS PRIOR TO FINAL PUD APPROVAL. ROCK WALL 2. ROCK WALLS GREATER THAN 4' IN HEIGHT WILL BUILDING PERMIT REQUIRE A BUILDING PERMIT. TO BE OBTAINED BY OWNER 1= ROCK WALL. BUILDING PERMIT TO BE OBTAINED BY OWNER R=377511 Xwl� �- CITY OF XgV60HlN: WD LBW /IPoI RENTON DATUM Planning /Building /Public Works Dept. CHECKED FOR COMPLIANCE TO CITY STANDARDS - � � 12.I2•I� WHITMAN COURT GRADING PLAN PERMIT #U14003820 C D: re 37.2 S-/ / TOP- 396.30 r°p. TOE= 392.00 � a x . TOP =401.44 " TOE = 396.67 ROCK WALL. BUILDING PERMIT TO BE OBTAINED BY OWNER R=377511 Xwl� �- CITY OF XgV60HlN: WD LBW /IPoI RENTON DATUM Planning /Building /Public Works Dept. CHECKED FOR COMPLIANCE TO CITY STANDARDS - � � 12.I2•I� WHITMAN COURT GRADING PLAN PERMIT #U14003820 C D: re 37.2 S-/ /