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HomeMy WebLinkAboutR-40482200 I 0 I 0 N N CD N N E 0 0 0n �i E i 00 i / Q0 rn 00 / CD CD CD 00 i U 0 O O Q li! < Lq a L. ASBUILT ROAD + DRAINAGE PLAN + PROFILE - SHELTON AVE NE OF YD RIM=347.04 IE-3 (6")FOREST TERRACE PLAT, 50 LF RD Z %0 A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M.; ®' °0% YD DISPERSION TRENCH (TYP) SEE DETAIL ON SHT 41. CITY OF RENTON, KING COUNTY, WASHINGTON i IM E=34!}&1- (6") 345.87 (E) 1E-345. (W) 0 10' 20' 40' I I i 1E-345.89 (N) 3LF6"RD "=20' SEE I ,, I I I I 0 1.00% SHEET 19 13 LF 6 RD SCALE: 1 I 0 28.92% FOR CONTINUATION -- 4 19 _._._. �._._._._,� I -._._ - ,-oo �- ,RIM=355.67 ` ` �, _4 I ,,� JP-- - IE=3b3 A8- (6")i '. I �\`�, .. ..�� \� 3 �� \\��� END OF SIDEWALK SIGN PER DETAIL ON INTERSECTION ,-& T/P=367..36 �� �• SHT 39. NE 27TH PL STA: 15+31.31--4--� -° =J�'=--T-� I. - -a 13 LF 6" RD' ' v RIM=353.26 I 37 LF 12 DI (PUBLIC) SHELTON AVE NE STA: 50+00.00 I I I I I 0 24,67% _ I ? cqo I 349.671E=349.68& (6" ) .I N I /E- OM4-3 RED DIAMOND N g I I I I 1E=349.64 (W) OBJECT MARKER (TYP) o Z "? �? \ 1 1 - \ li BEAM GUARDRAIL TYPE 31 W/ 1 18 LF ':1 " DI SH LTOIN A/ NE i li i "DESIGN A" END SECTIONS. SEE DETAIL ON SHT 39 AND 41. (PU�LIC) "'4-1 CD I I I q ' -OM4- 3 RED-DTAMOND ►I ►20 7 o OBJECT MARKER (TYP)Do 370.00 ~ vi lcd -4+ LF 12" � CB k2625 LF n DI N LCPE (PUBLIC) (PUBLIC)2 6' HIGH BLACK VINYL CHAIN LINK FENCE PER WSDOT ,° °; E i. °t¢ ° ° 1 ° j ., STD PLAN SHT 39 AND 40. SEE SHT 19 FOR RD. 15 00 -,, ,\\� �,,\��� �,`���� ,, \� i �� \ END OF SIDEWALK SIGN PER DETAIL ON DESIGN INFO (TYP.) / SHT 39. 6" PVC ROOF & FOOTING °�� j: \�\ \\\o\\\\\\\\ �\\ \\ / 3 ��� ��� ���� `. `. 27: I 31 LF " DI . r■ �, ■ � ■ ■ � ■ ■ �_ o - � (PUBLIC) ) DRAIN 0 1.0% SEE SHEET 19 MIN. (TYP.) HIGH PT STA = 50+26.52 PnR nMMKII IA-nnM HIGH PT ELEV = 369.51 0 375 370 365 355 me 345 0 335 0 P I ELEV = 369.01 1 Al CV CV z o ('0 - CV H O CV � � la x csJ 0 0n w M II w w (n N U - U> U "PROP 1 n CENTERLtNE 0 18 L .60%(PUBLIa- i 1 PUBLIC ' TA - z a - - - - - 5 FUTURE ROAll EXTENSION TIE -BACK EXTENT 1 PUBLIC - _ _ n SW) 81 PROPOSED GRADE-1 ENTERLINE � Lq 0 00too 000 �� con U-) ^ �� �� �n cDn cop 7 O 60; 06O Lnn N CD 0600 00 U-)N 0) U-) Ln M M M to i�M into rl) M ff M �M �M BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN %" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 1 I RECORD DRAWINGS AS BUILT 011 REVISION TJS 1/12/22 BJT suRvEym: DESIGNED: TJS DRAWN: TJS CHECKED: BJT BY DATE APPR APPROVED: BJT scALE: PLAN: 1 "=20' VERTICAL NAVD 1988 PROF: H 1 "=20' HORIZONTAL, NAD 1983/1991 V 1 "=5 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY A& % % CITY OF PRI RENTON Nksgv Planning/Building/Public Works Dept. UT TY CROSSINGS: QIE 12" SD=366.38 T/P 8" W=365.28 9 OM4-3 RED DIAMOND OBJECT MARKER ® BEAM GUARDRAIL TYPE 31 W/ "DESIGN A" END SECTIONS. SEE DETAIL ON SHEET 41 0 375 370 0 355 1 1 I I I I -- ---- L _- i� l I �T r _ I LL SITE PLAN KEY MAP a NO PARKING SIGN INSTALLED PER ©DETAIL ON SHEET 39. PARKING WILL BE PROVIDED ON THE OPPOSITE SIDE OF THE STREET. ROAD NAME SIGN AND STOP SIGN INSTALLED PER DETAIL ON SHEET 39. NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS (TYP). ® KEYNOTE: CURB RAMP NUMBER SEE SHEET 32 FOR GRADING DETAILS. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN O0 EDITED TO REFLECT ASBUILT CONDITIONS. THE C) INFORMATION PROVIDED ON THESE RECORD (z DRAWINGS IS A COMBINATION OF FIELD O SURVEYED INFORMATION AND DOCUMENTED O FIELD REVISIONS. I 00 DRAINAGE NOTES: 3J0 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 2. PERFORATED STUB -OUT CONNECTION SHALL BE INSTALLED ON EACH LOT AT TIME OF HOUSE CONSTRUCTION PER DETAIL ON SHT 41. 345 NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. 335 z y 4 423 p �� STE�`� S��NA L O � Vf = O � � O Z3 .� 0 e C Z C LJ.I c N N M < 00 N -0a)N 1a1.0 IN t 0 � � i L0 a-7 N W U r Y �,t IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q 330 LIJ U co 00 F50 � 0 ASBUILT ROAD + DRAINAGE PLAN + PROFILE DA2/7/2022 m FOREST TERRACE PLAT F�BOOK: c! OO PULTE GROUP, INC DRAWING NO: w 3535 FACTORIA BLVD S.E., #600 oc (w, BELLEVUE, WA 98006 SHEET: oF: CDv 22 89 w m