Loading...
HomeMy WebLinkAboutR-421211N AS-BUILTS DETAILED GRADING PLAN N I 6 � I 32 00 '. II .� I OF I �o 4 BRENNON LANDING (VAUGHN TRUST PROPERTY) 'r I A PORTION OF SECTION 05 TOWNSHIP 23 N. RANGE 05 E. , W.M. CITY OF RENTON KING COUNTY WASHINGTON ra--�-- -----------------------------------------------------•------------------------------------------- x 60'RW - - W I / I i I - --- ------------- I I /l- 4 I /\T 2 L. V I t_ r^L,I/\ ),f I!r I)I r-) tAl A n q!I In I II/\I Irl I r (1-)n^r-)T m II rIIL-L.r R i & �AiwvRE A 30 - 30 I LI\IV o f\Lr\I F\nlVf \L.IIV I IVuvfILL. "HELL a hV�Lh I II --J I A n l A /l ^ ^Tr11/ A T n II/\I Inl A^ ) 1 ;o h� ) IVIvrIVL-In rr W n O rr n z _ Q N O N 0 0 +T 3 I 00 N C 'L i 00 N V 0 0 0 N 4! � �f7 X n. IV \,\, `Y\ _U-I- I I .)ILYYnI\I Ate, 1, I I W = A.)n 0 10' 20' 40' 1 ; I EX FENCE to zv- I- ------ N89 6. _-------------- I - II �� - - - 58 4 40 x---= 88'01 40"W 246.13 -- ----_- -- -- _______J _ ____ N88'01 40"W 1.03 SCALE: 'I "=20' I - - - _ ti-i t .•• •.•.. ..•.••. ........ I PLAT BOUNDARY_ c SO" 18'20"E 8 38' •'. .................. - - - - NE 15TH ST I PRIVATE i Q6`' ____ _ �i I s'o BW=298.2 - 304........... I ...... ✓ of "�j TW=304.8 TW=306.7 a, I59 ---BW=300.8 (4- .o =300.7_s.o-- -MV-3- . ....TW 306 I BENCH BLA 1 - 6 0 = .................. ........................................I......................... --- --- '., I c3':- BW=300.2 PROPOSED ROCKERY. ---� \ I i� z 2:1 SLOPE '� 1 TW=305.6 \SO'27'S6"W 46.96' II I �\ � I w� SEE WALL PLACEMENT ___.BW_299 6 I DETAIL ON SHEET 12 II I TW=302.5 ° BW=300.2 2'3 EX FENCE TO 4 / BE REMOVED II I II , . BENCH I II •. •: II II .. ... .. 31 00 1 II 306................... TW=301.7 , - I I _y- 7.1' ••...................................... BENCH % ..50'23'33"E 0.64' - TI I/\1 A A ^ BRLASS{ ERL II I II IHCIVIn rl\L L.LI\---J�------------ --' II 4 0l I BEARING PAD .;34„9C=1n16 ' i i/ SO'23'33"E 20.74'��� ELEVATION (TYP) I II .. 4 � .. �� I l 4. ;; r .'i I h299.20 298.80 I BLA 2 a I , 298.20 297.70 f II;r 1 II z j I o TREE PROTECTION FENCE I .... .02 5' WIDE X 15' LONG DRYWELL INSTALLED PER TREE RETENTION 0° I PLAN ON SHEETS 30 TO 31 I II I .. (TYP). DEPTH TO VARY BY LOT. I SEE SHEET 22 FOR DETAILS. �\ II \ I C `\ U II I I .`...` ,59 o SO'40'45"W 59.26' II j' II " I 2 8.27 297 6 - - _ - , 2 0 ° 298. 5 j -� - ---- - Q 297.07 c.I j EX CENTERLINE (TYP) I' PROPOSED R/W/ g w L II II �(��f///°Q• Q. ° ° 01 n ° d. '•c? d O '° \4 II I /� / Q z .•M InI Inl ^I Irnlr\ II .•% • i�... --------------------------- = \ ------------------------ ------------------ II \ P I' SO'40'45"W0:99' U..rII v Ljrlcl v� I in BEAM ..GUARDRAIL TYPE-­31 W /^ / A� , , 0 p' n I EX LOT .,.. r...,v L,v I - 3 \ co - I � , DESIGN A END SECTIONS. I II \ N � TRACT A ........................ ............... ........., ..._...: ............. ROAD A _ - I 30 - _ L L.............. r:: `-i " " ry SEE SHEET 22 FOR DETAILS. IN LINE I 0 RESIDENTIAL ACCESS -I - LANDSCAPE I �� ILLUMINATION L0 in �'� "' .� oo PROPOSED KEYSTONE WALL. TW=295.3 1•0 uJ POLE (TYP) N SEE WALL PLACEMENT o BW=294.3 DETAIL ON SHEET 12. :..%e / BLA 3 z II _ ....... ° 31'09"E 294 1' I Q ° e L I W J ii •• ' ° ° Z II d ° ° \\ ° m a : NO•A L r-\/ MIL RV\, •Y.. ° W ;; P..� �)nl A a d: ° ° Q 0' 18'45"W 78.43' a o °' PROPOSED R/W p W o = I Q 98.74 -Qj 298.26 - - - - - 297.6 029 .03 / 1 W wO ° l J= I w-'�m W D / 12 00 TW=296.5 a.o W ^ b BW=292.5 J:�' .• W z II 'Opl/ ° r� 2 1 TREE PROTECTION FENCE m 4 `�' r .. '° rn 1 5' WIDE X 15' LONG DRYWELL o TW=297.5 ,,, A� ,!, IniC N BW=296.5 INSTALLED PER TREE RETENTION v\./v\7L-n r \L-II VL I I Q (TYP DEPTH TO VARY BY LOT. PLAN ON SHEETS 30 TO 31 A.,n, -.3A-...^_, -- I :I ..�,. I........ w E FOR DETAILS. SE SHEET 22 •••��. 0'............2g8...................... TW-295.8 �9 - W 29 8 a.o ............ ;; 0 BW 8 = .. [ TW 297.5 B 1. it \\ 0 296,.. ' =295. SO'17'06"E 1.58��� III II II II 62.5' R/W \ �\ BEARING PAD II e ELEVATION (TYP) --- i 32.5' 1 30' .a ��'•••.. 1.9 BW=295 6 , " , % DSO 17 06 E 33.41 SAWCUT LINE 297.80 6 5 (TYP) 298.30 297.20 296.50 I 'r ' I TW=295.3 I �, , 29 \�;TW=297 I 00 I a.o BW=291.3 Q 2.2 A 12 I I T •--�� BW=295.3.5 �. i II � ;I 3.6' F^\ E STRO" ABERC> >io of I PROPOSED KEYSTONE WALL. 3 0 TW=297.5 0 ,A -,. IN' .; 3 r.;90-1802 ;w w�� 1 I SEE WALL PLACEMENT TW=298 2 BW=294.5 E � ° I DETAIL ON SHEET 12. TW=298.8 BW=295.2 3.0 12 2 $ BW=296.0 ' II I I� ...............�... .22.................. 2 ...........3........... TW=296.0 _ TW-295.2 BW=291.2 4•0 2.9 TW=297.5 �\ BW=297.1 BW-292.0 4 0 BW=294.6 - --- �p Ar , poll TW=294.6 ------------------- ------------ PLAT BOUNDARY 246.51 ° S89-54'27"E '• ° - NI 1 p BWT^ =293.6 TW=297.1 a o BW=293.1 -----�-- - ----- 9�' ............: - © o EX SHRUB 3' '. 60' R/W I • I i-'---- --------------- ,. 1 III I Imo) \, A E A A 1. A/1Tn 1 nivInlVIV I V a.o TW=294.5 W=290.5 - 4.0 � _ ------- _ ------- �.)� � ; 3 �.;90-1 g� EX FENCE BW 29. w 30' ;j 30' w --- - 0° S89'54'27"E 5.80' .� I 'I i II I I _ _ _ _ _ _ _ _ _ ._ _ _ 1 RECORD DRAWINGS AS BUILT RK 5/4/22 BJT suRumu: SCAL, 2 REVISION PER COMMENTS DATED 6 30 23 RK 7/7/23 BJT oEsEu 1 "=20' RK BENCHMARK PUNCHMARK RK DATUM FOUND IN 2" BRASS DISC IN "X" CHMIGM, ONE INM FOUND PUNCHMARK IN 2" BRASS DOME IN MONUMENT IN MONUMENT IN CASE WITH AT NE 16TH ST. BJT AT FULL SCALE HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH "X" 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) IF ONE NM � ACCO MILY NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 NO. REVISION BY DATE APPR APP BJT RESIDENTIAL CURBCUT DRIVEWAY TYPE R1B TABLE DRIVEWAY LOT NO. ROAD NAME WIDTH STAMON 1 STA 10+77.00 ROAD A 15' 2 STA 11 +04.00 ROAD A 15' 3 STA 11 +97.00 ROAD A 15' 4 STA 12+24.00 ROAD A 15' 5 STA 12+24.72 ROAD A 15' 6 STA 11 +97.72 ROAD A 15' 7 STA 11 +04.72 ROAD A 15' 8 STA 10+77.72 ROAD A 15' TOP OF WALL ELEVATION (TYP.) TW=396.7 0.5 BW=396.2 EXPOSED HEIGHT OF WALL (TYP.) VEXPOSED BOTTOM OF WALL ELEVATION (TYP.) NOTES 1) SEE SHEET 21 FOR DRIVEWAY ENTRANCE DETAIL. © "NO PARKING - ANYTIME" SIGN TO BE INSTALLED BY CITY PERSONNEL. EXACT NUMBER AND LOCATION TO BE DETERMINED BY CITY ROAD NAME SIGN AND STOP SIGN SHALL BE PER STD PLAN 129 AND 137. ® RETAINING WALL NUMBER QSPOT ELEVATION AT CENTER OF LOT TREE PROTECTION KEYNOTE: PROPOSED TREE TO BE SAVED. FOR EXACT DETAIL AS TO 0 WHICH TREES ARE BEING COUNTED AND THOSE WITH POTENTIAL FOR SAVING AND NOT BEING COUNTED PLEASE REFERENCE THE TREE RETENTION PLAN ON SHEETS 30 TO 31. TREE PROTECTION FENCE* SEE FENCING AND SIGNAGE DETAIL ON SHEET 31 MINIMUM ROOT PROTECTION i ZONE. SEE SHEETS 30 TO 31 FOR MORE DETAILS. SPECIAL KEYNOTE *PER THE TREE PROTECTION PLAN/REPORT PREPARED BY WASHINGTON FORESTRY CONSULTANTS, INC PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL ERECT AND MAINTAIN SIX-FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE MINIMUM ROOT PROTECTION ZONE OF ALL RETAINED TREES. ALL DISTANCES FROM THE TREE PROTECTION FENCE AND NECESSARY ROOT PROTECTION RADIUS'S ARE LISTED TREE BY TREE ON SHEET 31. DRIPLINES ARE NOT USED SINCE MAY TREES HAVE SURROUNDING TREE COMPETITION, ARE TIGHTLY SPACED, AND CROWNS ARE NOT SYMMETRIC. 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 FOR MORE DETAIL. APPROVED TREE PROTECTION PLAN IS LOCATED ON SHEETS 30 TO 31. EARTHWORK QUANTITIES CUT- 3,960 CY ML- AM CY SnWPM - 020 CY (EARTHWORK QUANTITIES ARE FOR PERMITTING PURPOSES ONLY. CONTRACTOR SHALL VERIFY EXACT QUANTITIES PRIOR TO CONSTRUCTION.) LBW=291.6 4 0 \/I ^v a I �f ^I II I II Inl nlln l/\ I :)r1vUv1 v I vII vv A -)k' � �; �G^-^^S2S2 "" r-3190 I ,88 A T\ BLA 4 ' 2 1 E S732'29"W 43.62' TREE PROTECTION FENCE INSTALLED PER TREE RETENTION PLAN ON SHEETS 30 TO 31 2.5' WIDE X 5' LONG X 3.6' DEEP DRYWELL. SEE SHEET 22 FOR DETAILS. >rnlnA ,A/I-,I/\I CALL BEFORE YOU DIGS L RE LIn „Ir\ICI\ ngnl (a'C ....nnln \:-V V IV 1-800-424-5555 H°NZ�"` ° IM log, C 1 TY OF 1;%R] RENTON DATUM • Planning/Building/Public Works Dept. LO T O O T M H H N a CONSTRUCTION RECORD J 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. LO co T O O T N O NS WAS O Z �20100 41� FS F01 S TERN S�-NA L ECG 7/ 7/2023 Oc,' th = d i :3t ._ 0 Im C � m C W C � fV M i a m •- c< 00 N �i L\ j i O L0 -4 a-7 f V /c�v W U or-0 (1) Y R-421211 IN COMPLIANCE WITH CITY OF RENTON STANDARDS � AS-BUILTS DETAILED GRADING PLAN VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 I- W OM ET � N z0 DUE: = z 7/7/2023 m FiELoeooK: = O PACE: a DRANNO NO, J Ll.l SHEET: 11 OF: w ^ U L}v m