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HomeMy WebLinkAboutR-397307M 1 1 Q Uj PL MANORSWf WALL ��g2 TOP 387 8 3 0, / - x -- - - -- - TQE 38 n - X x / -- i 386 7 i 388 0 ,TOP J84.9I I 386 TOE 384.0 I I I I I I-w,I� I I _-_/%/ /II`. _❑ II LI ' ' Qd°' d•h ° . Ii II p-----_-- � ---L-- -/ STAMPEO 00 I CONCRETE� / ,❑3F8 F8 -I -( L-T -- -- 0TOE 384PER LANDSCAPE ) - ---3-90.-46 DRIP NE CTYP PLANS 388.28 388.44 J8860 390.7 389.4 L a389.501 C182 389.60 / 388 40.GAR GARA 388.4 4 389.6 ------------------1---------- 4*6AR dGR I d 389.6 d389.EXTEN ED FOUNDATION, UP 38730 Pw 389., TO 7' EXPOSEDIF Ba387C2 a FF FF 390.73894/ 387- II 3rI I WHEEL STOP FOR GUEST PARKING J87 L .05 ---- 1I I 3.E ----- 3/ 0,T I I P 3II/8/ 8.II 0.40 - 3-8-8.-3�--1 --E-�-IfE 385389.38 389.19 4 1• a.d .09. ad • °°� ° °l �a'°d . d°° °o°\ d �3 . a °0%�a. 91 ° a :d ° 1 -I �dI38d3P72aE ° ��d a° ° . ;•d° dl 2• � jo.3d /8�8. �I --- ---I-----\--1-/-\-\l - --- -- d- °- 3/8 \ ..02NORSNW388.729LF MAA° .6Z �82 d 389.8 1.2 13 ° °� 02 389.71 389.15 390.3-1 389.73 HP ° 388 - 390.33 ❑ I p 4 30�P 3878 TC3848 - -3o0-g -9 �o 0o- ./ -5\-9- -/\-/ �-\- -/ - 390.57390.60 2..07, FF a 390.6 D142 / - IF � 38845. d 388 70. °\ GARB GAR ;388.7 388.8 17r 2.07. ----------- 7-- ------ d a GAR GAR 387388.7 ° EXT�870 ENDED FIDTUD2' OUION,P . Al TO7' EXPOSED. FF 38770 FF 390.390.6 B/C 390.60 390.60 2, 2 - JTOP 390. TOE 3874 El - 38e AINTAIN 31.5, ROWM389.4 LANDSCAPE 38533 DE/CA AI I�O iI N V _386_ 8.28 � X ° . E . II •b 37J 384 ' 388.75 �389.07 - - - - _B!/C G� 388 �'\ 388.71 C i -382- J844* TCH E . �AX. , TOP 3 .1 - 38¢ - - - 384.39 3 5 05� 185. 23 42 LF �1ANORSTONE WALL 7 SEEIDETA/L SHEET C3 J1 TOE �7. 4 I I I I I I 6.6T 83q 8° �8 11 d MATCH EX A g0� CEMENT CONCRETE SIDEWALK PER COR STD, PLAN 102 (TYP.) 400 /Y 390 SCALE: 1" = 10' 0 5 10 20 380 NOTES 1. WALLS 4 FEET AND TALLER (FROM BOTTOM OF BASE ROCK TO TOP OF CAP ROCK) WILL REWIRE SEPARATE BUILDING PERMIT. Z ANY CONSTRUCAON ACTIWTY THAT ENCROACHES ON ADJACENT PROPERTY WILL REQUIRE A TEMPORARY CONSTRUCAON EASEMENT FROM ADJACENT PROPERTY OWNER. LIMITS OF CLEARING AND GRADING (TYP.) MATCH EX. o �.: �, , 1 , MATCH EX. \ REPLACE EXISTING ,TOP 390.1 \ 384:00. � \ �' 84.':�0 �, �. 386 21 MATCH EX. .388.55 •MATCH EX. \ 1.6 TOE 38 0. \ MATCH EX. `� 4. 96 85. MATCH EX. 387.82� \ 389.73 OR/!/EWA Y WITH LAWN 383. 80 827 . 8.139 \ \\\ \ N w of of o m a -- - - \MATCH EX. I 7.... .. >' .. EXISTING SIDEWALK 1 ....MATCH EX. a o 0 78� 78 MAJ 'H T- 387.71 9 �o a. o� / TC 383 67 383. 20 38 .68 1384.95 85 41 TC /385.88 FL 387.21 _T0 REMAIN_ - W -. _ -. 3875 7...... - - - - - - - - �� 383.17 TC 83.82 3�4.32 TC. 384.45... TC OS FL/ 385.38 TC 387.98 3 .14 / /.....'.'....... j \ FL 383.65 / 2V' I / FL J87.48 / f............./ / / .. i CORE JOB NO. 16114T 5011THPUGETDRIVE (PUBLIC RIGHT OF WA Y) CEMENT CONCRETE- DRII/EWA Y TYPE C/B PER C.O.R. STD. PLAN 104.2 NO. REVISION 7. 7, 1T 388.89 �TC 388.61 FL 388.11 A 3 a MATCH EX. TC 389.571 FL 389.0 389.11 TC 389.36 / FL 388.86 / U// 390 GRAD/NG QUANTITIES TOTAL DIST. AREA: 0.46 AC 380 J CUT 605 CY FILL: 651 CY NET 47 CY FILL LEGEND ........... 129.9E 6 32' . f19' 1 f19'. . 32' 6 . D/W D/WGAR R 388.4 . _-/ J-9,19 -3' -PA-D-388. -��-r /\\\\/\���TT\�rl\\'7� �\ AD 3874. \\47, \ /,�//\//\//\//\\//\//\//\ \\\\\\\\\\\\ // / % % \ \ / / 21 MAX. ✓ %/ \\\\\ \\ \ //\Y// Y////\//\//\//\\//\\//\\//�\//\\//\\//\\//\ MAX\,\/\/\/\/\/\ CEMENT CONCRETE . . DRII/EWAY. SEE ////\\\//\\�\\%/ /� PROPOSED FINISHED GRADE (TYP.) PA I/EMENT SECTION SHEET C3 J1 EX/STING GRADE (TYP) . . ..... SEC T11 7NA A HORIZ. SC E.• 1 '=20' INERT. SCALE- .1 � 5, . 0+50 1+00 m// 390 Z 1+50 1+80 �. 129.9f. 6' 32' f19, 16, f19' J2' 6'. D/W D/W . R J88 7 � - ' �T � . GAR 388 8 \ \\ \ D 386. 77 PAD 387.8 Xx \\ \\ 77 rrrr \,2-1 rrrrrrr//r � \\�, . . . . . . !ice/////i%/% �//i.//��/�,/�,./i, 2.• 1 MAX. ivv vvw MAX. CEMENT CONCRETE DRII/EWA, SEE . . OPOSED FINISHED GRADE (TYP.) PA l/EMENT SECTION . SHEET C3 J1 . a,I GRADE (TYP.) . . . . . . . . . . . SEC TA 7N B-B . . . . . HORIZ. SC E 1 "' 20' . . . . . . INERT. SCA oo ;N E.• .1 5, . N �� o - 390 - - EX. SURFACE TEXT - - - - - - - EX. CONTOURMA✓R EX. CONTOUR MINR 392.00 EX. SPOT ELEVA AON t TC 392.00 EX. TOP OF CURB FL 392.00 EX. FLOW LINE 2 0 EX. SLOPE 390 PROP. SURFACE TEXT PROP. CONTOUR MAJR PROP. CONTOUR MINR u-u-u PROP. DAYLIGHT 9.00 PROP. SPOT ELEVATION TC 392.00 PROP. TOP OF CURB FL 392.00 PROP. FLOW LINE 2.0 PROP. SLOPE Svc BEGINNING OF VERTICAL CURIE EIC END OF INERT/CAL CURIE PI/ POINT OF VERACAL INTERSECAON HP HIGH POINT LP LOW POINT I// 390 0+50 1+00 1+50 1+80 CONSTRUCTION RECORD DRAWING 1 �IDEKO �E •�F • wAshiy�,��y CIVIL ENGINEERING :�� `-`• LANDSCAPE ARCHITECTURE Z• PLANNING DESIGN SURVEYING °pOX-•P�rG/ STE9 FSS/ONAL ENG\ 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 -1z R-397307 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: ATE: DAP SCALE: vEVERTICALVERTICALNAw 1988 DESIGNED: HORIZONTAL- NAD 1983/1991 URI CITY 0F SEPT. 2017 GGRADING PLAN AND SITE SUCTIONS' FIELDBOOK: DRAWN: SES DRAWING NO: R E N T O N PAGE: ONE INCH DATU M CHECKED: /NAM AT FULL SCALE Planning/Building/Public Works Dept. C3.01 IF NOT ONE INCH BY DATE APPR APPROVED: SHM SCALE ACCORDINGLY SHEET: 7 OR 22