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HomeMy WebLinkAboutR-4212126' SEPARATION N J T N Q � FINISHED o O HOMESITE GRADE I 0 w � �\jj\jj\jj\jj\jj\%\\ 4' SEPARATION , x 1.5' 10 4- 0 J z LL 10 KEYSTONE RETAINING WALL (GEOTECHNICAL DESIGN REQUIRED) ALL RETAINING WALLS SHALL INCLUDE \%\%\ /\\/\\/\\/\\ A FOOTING DRAIN CONNECTED TO THE rr PERMANENT STORM SYSTEM, UNLESS ANOTHER w CONNECTION POINT IS SHOWN. (TYP.) n 0 TYPICAL 2-TIER rr' KEYSTONE WALL WITH BENCH n z NOT TO SCALE r= 1' V KEYSTONE RETAINING WALL (GEOTECHNICAL DESIGN REQUIRED) -EG GRADE m O o w c� m a_ i �\ g 1.5' 1 w w V) 10 w Q --- EG GRADE bi F L 1\ ALL RETAINING WALLS SHALL INCLUDE A FOOTING DRAIN CONNECTED TO THE PERMANENT STORM SYSTEM, UNLESS ANOTHER CONNECTION POINT IS SHOWN. (TYP.) TYPICAL KEYSTONE WALL NOT TO SCALE AS-BUILTS SITE CROSS SECTIONS OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON ovo HORIZONTAL VERTICAL 0 25' 50' 100' 0 2.5' 5' 10' NOTES SCALE: 1 "=50' SCALE: 1 "=5' ® RETAINING WALL NUMBER 305 ^^` •T• .11 285 w L M ao m wm -0—SECTION LINE H 4' MAX PROPOSED WALL 3 --EXISTING GRAD 0 SECTION LINE �0 00 M �pOp N rnLq r� 06 N 0-) N NN N N N NN SECTION A -A HORIZ. 1 "=50' - VERT. 1 "=5' HORIZONTAL VERTICAL 0 25' 50' 100' 0 2.5' 5' 10' SCALE: 1 "=50' SCALE: 1 "=5' •,• i Q � I J a 0 m x LL O 3W c� 3: U O N� � LL 0 Q m 6' _ I 18" MIN. BENCH 0 20 �, /\\ Q THE GEOTECHNICAL ENGINEER ///�� SHALL OBSERVE NATIVE CUTS oN 6 FOR EACH ROCKERY. ADDITIONAL o Q \\�� FLATTENING OF CUTS MAY BE RECOMMENDED BY THE 2W GEOTECHNICAL ENGINEER oN DEPENDING ON THE SOIL AND �, \//�\//�\ GROUNDWATER CONDITIONS OBSERVED. (TYP.) E \\ \\ ROCKERY RETAINING WALL (TYP.) FINISHED 6> \\j\\j (GEOTECHNICAL DESIGN REQUIRED) \//\i 28 5 o HOMESITE GRADE BENCH •Ti 285 Z H J d f / BENCH 1 ROCIERY (TYP) ID H co wat r- M d J Ml BENCH J U� CL'J A / 2 PROPOSED GRADE 3 NE WkLL (TYP �TING GRADE 33ECTION LINE GR ADE UNE -)UIIVN LIIIL rn N . N � oo jV � oo N O N Ln r�: 0-)00 ro O o� N p� N 0- N N 0) N 0) N 0)^ N N 0)m N N O M M 00 ,ten N/ \, ALL RETAINING WALLS SHALL INCLUDE N BEARING PAD ELEVATION A FOOTING DRAIN CONNECTED TO THE SECTION B-B PERMANENT STORM SYSTEM, UNLESS ANOTHER CONNECTION POINT IS SHOWN. (TYP.) HORIZ. 1 "=50' - VERT. 1 "=5' °J TYPICAL ROCKERY (CUT) CONSTRUCTION NOTE: THIS DETAIL IS TO BE USED FOR WALL PLACEMENT 0000 ONLY. FOR CONSTRUCTION PLEASE REFERENCE THE 1 RECORD DRAWINGS AS BUILT n NOT TO SCALE NATIVE CUT ROCKERY RETAINING WALL PER DETAIL 2 REVISION PER COMMENTS DATED i PREPARED BY EARTH SOLUTIONS NW. V) CD CD FOUND CHMARK DATUM FOUND BRASS DOME IN MONUMENT IN MONUMENT CASE I , BRASS C W TH X" AT DISC 11 N 6TH ST. 1 W 6* HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH "X" 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. REVISION � NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 30o m 2W 285 •T• 290 285 t� 0 10' 20' 40' SCALE: 1 "=20' VERTICAL 0 2.5' 5' 10' SCALE: 1 "=5' CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. 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IF NOT ONE INCH SCALE ACCORDINGLY DRYWELL CALCULATION LOT PROVIDED DRYWELL DEPTH (FT) 1 6.0 2 5.5 3 5.5 4 6.0 5 6.5 6 5.5 7 5.5 8 6.0 WALL DRAIN 3.6 R-421212 305 O O T T 30o U All 290 C4 T O O O HORIZONTAL 0 10' 20' 40' SCALE: 1 "=20' 3W VERTICAL 0 2.5' 5' 10' LO co T SCALE: 1 "=5' O O 295 C) T N WAS O 290 � o Ul .' z �20100 41� Fs F01 S T S/DNA L ECG 285 7/7/202-3 V E V YI L O _ O o � .E 0 C � � C Lu c N N c M a' ON 1aQq tC14 LO i LO i._7 N ON /c�v a) W U r Y �4 IN COMPLIANCE WITH CITY OF RENTON STANDARDS I— Lu OM ET � N z0 AS-BUILTS SITE CROSS SECTIONS °" �/7/2023 = m FlELDB001C 0 VAUGHN PROPERTY LNG N0 MAINVUE WA, LLC W 121 3RD AVENUE ; 0 : � KIRKLAND WA 98033 12 40 m