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HomeMy WebLinkAboutR-418809N / 0 0 CD N M I. N I ASBUILT DETAILED GRADING PLAN OF EDENFIELD PLAT (SUMPTER) A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON KING COUNTY WASHINGTON © NO PARKING SIGNS WITH DOUBLE HEADED ARROW PER > > MUTCD R8-3 (MOD) TO BE INSTALLED BY THE DEVELOPER. I • O 0 20' 40' 80' 0 I SCALE: 'I "=40' LL CID I Ili -----------L---- KING COUNTY R-4 NONIS JACOB & MORGAN •I•' • • .,,, 2345750130 ' 1423059023 m o ,, ; ; •'3� III I 32.'' 00 LOCK AND LOAD o I IG, I RETAINING WALL (TYP) o - TW=373.5 EX DRIVEWAY / f�oBW=P37..6TW=373.8 2 TW=373.9 1.4 .s W374.1BW=373.2 P.... BW=372.5 BW=372.5 P TW=37I 7.8 7 7W=ZB W P uIIr=I m= ¢ ---- ----- I Q o w i ---- o _ 37 _ - _ A�2�1O\P�- > Q ; - TRACT B �.... o V. SHARED DRIVE \� ', ... ... \�p - --- ..•••'''. •,.•. ... Cam.. . i. I I P � i�A`..T.r•v.i. SLM ,. . •L i • // � II t�i%fir»!:^: I � ..... � I •:,;y I I TW=384.7 �� I I.;, I 3.9 BW=380.8 I A ✓I "i I I BEARING PAD 10 ELEVATION (TYP) 4 5 00 TRACT A I I I DRAINAGE FACILITY I.,.....,... FORRESTOR MARK 1 i I �� 374.60 I :: 1 2 3 4 1463400081 .3j2 ; 374.40 I 376.10 5 I I 1:: � 374.80 I�. TW=380.8 379.80 I LOCK AND LOAD 5 3 BW=375.5 383.70 TREE PROTECTION FENCE AND 3 I EASEMENT INSTALLED PER TREE RETAINING WALL (TYP) 6•0 gW 3808 4 8 RETENTION PLAN ON SHEETS 37 TO 39 37s..........I-— TW=382 •,cv II _� I 382 _ s.o BW=,) KING COUNTY R-4 I II I _ ... _ - II / \ \ / 3 "- a) W U J En w U 01Q L Q r U Q O 13 ..... 4 111 1\I LOCATIONS ARE AS PER SHOWN ON THE PLANS. PS NO PARKING SIGNS WITH DOUBLE HEADED ARROW PER MUTCD R8-3 (MOD). AFFIX SIGN TO STREET LIGHT PER COR STD PLAN 129 W/ SIGN ORIENTED 45 DEGREES FROM STREET. BANDS SHALL MATCH STREET LIGHT COLOR. INSTALLATION OF SIGN SHALL BE DONE BY THE DEVELOPER. LOCATIONS ARE AS PER SHOWN ON THE PLANS. ROAD NAME SIGN AND STOP SIGN SHALL BE PER STD PLAN 129 AND 137. ® RETAINING WALL NUMBER SJOLUND KRISTINA M U O a 2345750120 PENCE ALAN D & DENISE • • . • 1423059030 11:1:4 =1111=1611*011101ZII' *0z1011=E PROPOSED TREE TO BE SAVED. FOR EXACT DETAIL AS TO WHICH TREES ARE BEING COUNTED AND THOSE WITH POTENTIAL FOR SAVING AND NOT BEING COUNTED PLEASE REFERENCE THE TREE RETENTION PLAN ON SHEET 37 TO 39 . TREE PROTECTION FENCE* SEE FENCING AND SIGNAGE DETAIL ON SHEET 39 MINIMUM ROOT PROTECTION ZONE. 1 / SEE SHEET 38 AND 39 FOR MORE DETAILS. SPECIAL KEYNOTE: *PER THE TREE PROTECTION PLAN/REPORT PREPARED BY TREE SOLUTIONS INC PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL ERECT AND MAINTAIN SIX-FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES. PLACEMENT OF TREE PROTECTION IS BASED OFF OF EXISTING DRIPLINES AND MINIMUM ROOT PROTECTION ZONE SPECIFIED IN THE TREE PROTECTION REPORT. A CERTIFIED ARBORIST OR LANDSCAPE ARCHITECT SHALL BE ONSITE TO INSPECT TREE PROTECTION PRIOR TO CLEAR AND GRADING IN PROXIMITY OF RETAINED TREES AND DURING ANY CONSTRUCTION ACTIVITIES NEAR THE RETAINED TREES. PLEASE REFERENCE THE APPROVED TREE PROTECTION REPORT PREPARED BY TREE SOLUTION INC FOR MORE DETAIL. APPROVED TREE PROTECTION PLAN IS LOCATED ON SHEETS 37 TO 39. TREE NOTES! TOTAL EX ONSITE TREES (MINUS TREES IN R/W) = 212 TREES PROPOSED SAVED TREES (MINUS TREES IN R/W) = 44 TREES ` PS 4 MAX WALL HEIGHT CITY OF RENTON R-4 IS PERMITTED WITHIN . r \\ THE 30' FRONT LOCK AND LOAD --� YARD SETBACK 9 gW= RETAINING WALL (TYP) \ 382 3 rr. �_8 __4 - \ TW=381.4 TW-383.1 I BW=381.3 - 18 I lu O � S P I...I PS �80.......... \ .7 % II \... \ , n \s 380.30 icy kpv O / ILLUMINATION POLE \ \ SEE SHEET 1 L-01 \� \ FOR MORE DETAIL --- - - ' \ s \ \ \ I 384.80 �'*�cU ` ......? I 1 a.o TW_381.3 37g BW=377.3 I i ,. i I 5.o TW=382.5 8 \� _ BW=377.5 I I I I 378.90 o �430 00 ��_ �. L' CI _ 1376 J�.. ,f o .x �� / , - y I �� �. ..380...... ..1. a TY OF RENTON R 4 _ _ _ /' o \ J i 3� _\� I KING COUNTY R-4 0 ... _ �,- I TREE PROTECTION FENCE AND I I \ k \ t -�'� '�`. �� \ _ •., - I I EASEMENT INSTALLED PER TREE I I EX TREES TO BE 4' MAX WALL HEIGHT IS TW- I RETENTION PLAN ON SHEETS 37 TO 39 I SAVED (TYP.) I PERMITTED WITHIN THE o.o BW I I I 1 30' FRONT YARD SETBACK 00 I I I 'Xl' I I .•• "" w CROW SCOTT MATTHEW I I 1 1397500100 1 MCGAHA RONNIE D I I m I I 1397500090 I KING COUNTY-WLRD SWS I I I I i 1397500110 I OBERENDER DALE C& MONICA 11 I 1 I 1397500080 29 00 ; '•, 1 I I I I I 1 - I 10' UTILITY EASEMENT 34' TRACT 5' 5' 9.5' w J SIDEWALK PLANTER o 0.5' X SHOP 1.5% 4" THICK CEMENT ---/ SHARED DRIVEWAY (W/ WALL) CONCRETE SIDEWALK WITH 4" CRUSHED ROCK BASE NOT TO SCALE BENCHMARK FOUND PUNCHMARK IN Y4„ BRASS FOUND PUNCHMARK IN 1Y" DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4" HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 NO. 9 5' NOTES 1) SEE SHEETS 28 AND 29 FOR DRIVEWAY ENTRANCE DETAIL. 2) DRIVEWAY WIDTH PER RMC. MIN 5' SEPARATION OF DRIVEWAY FROM ADJACENT PROPERTY LINE 2% LOCK AND LOAD PROPERTY LINE 4:1 RETAINING WALL 3) SOIL AMENDMENT SECTIONS TO ALL DISTURBED SOILS PER DETAIL ON SHT 29 GRADING NOTES 1) CLEARING AND GRADING OF THE PROPERTY 6" COMPACTED DEPTH HMA CLASS B ASPHALT SHALL BE LIMITED TO MAY 1 TO SEPTEMBER 30. 1 1/2" COMPACTED DEPTH TOP COURSE SPECIAL NOTE -4 1/2" BASE COURSE WALLS TALLER THAN 4 FT HIGH WILL REQUIRE SEPARATE COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS BUILDING PERMIT. HEIGHT OF ROCKERY WALL IS MEASURED FROM THE BOTTOM OF THE BASE ROCK TO THE TOP OF THE CAP ROCK. HEIGHT OF RETAINING WALL IS MEASURED FROM THE BOTTOM OF FOOTING TO THE TOP OF WALL. RECORD DRAWINGS AS BUILT I TJS 110/10/22 BJT S"RVE"M. umm RK MAW RK cHE BJT DATE APPR wPRov JT REVISION BARKER SHARON (TTEE) 1397500070 II I � I � -- I I �i II I W 1 co (un I Iw II Of /�/� p w 00 J L0 I �N I w "U I to ¢ I I MAY RONALD G 1 1397500060 1 I OUTFALL PROTECTION 12'x7.5' 1 RIP RAP PAD (2' THICK) 1 I RESIDENTIAL CURBCUT DRIVEWAY TYPE RIB TABLE DRIVEWAY LOT NO. ROAD NAME WIDTH STATION 1 STA 23+40.53 TRACT B - SHARED DRIVEWAY 16' 2 STA 22+70.53 TRACT B - SHARED DRIVEWAY 16' 3 STA 22+00.53 TRACT B - SHARED DRIVEWAY 16' 4 STA 21 +30.53 TRACT B - SHARED DRIVEWAY 16' 5 STA 20+60.53 TRACT B - SHARED DRIVEWAY 16' 6 STA 20+24.53 TRACT B - SHARED DRIVEWAY 16' 7 STA 11 +24.71 ROAD A 16' 8 STA 10+56.65 ROAD A 16' *INDIVIDUAL LOT NOTE: THIS PROJECT HAS SET A MAXIMUM IMPERVIOUS SURFACE OF 4,000 SF PER LOT. A RESTRICTIVE COVENANT WILL BE PROVIDED ON THE FINAL PLAT. 1 "=40' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD IM HORDON'rAL• WD 19W 1991 DATU M CALL BEFORE YOU DIG: 1-800-424-5555 + CITY OF RENTON Planning/Building/Public Works Dept. TOP OF WALL ELEVATION (TYP.) TW=396.7 kEXPOSED BW=396.2 HEIGHT OF WALL (TYP.) EXPOSED BOTTOM OF LEXI TIM & GINA MARGITH WALL ELEVATION (TYP.) 1423059091 jf A 0 10 TREE PROTECTION FENCE AND EASEMENT INSTALLED PER TREE RETENTION PLAN ON SHEETS 37 TO 39 CITY OF RENTON R-4 KING COUNTY R-4 COYLE ROBERT 1397500050 TA' - 1 � A. 0 Z J 1423 S T NA L 0/10/20; O t� Vf _ O 7 .� Z3 (0 C Z C W c � N M a05N LO 0 L0 4-7 f V N W V N r Y R-418809 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT DETAILED GRADING PLAN EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 M 04 H H O O Q J ~ N 0) O T N = �7O ` DATE: 10/10/2022 � m p HaDOOM PACE: DRAWING NO: W �USFEET: GF:4/