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HomeMy WebLinkAboutR-40482100 0 O cm w N N CD N N E 0 0 3 E i ro Ib co / co i 0 0 0 co U .21 > O O Q Lq E: L, N I 0 10' 20' 40' SCALE: 1 "=20' .364... �3ss•. 3�6.... 37 ..•374� .3-76 3�8.. . 38.2. . ROCKERY (TYP) - - - - - 4iE .....41-8 DATUM HORIZONTAL DATUM: NAD '83/'11 4-TIER KEYSTONE RETAINING WALL MAX HEIGHT 6' BEARING PAD J ELEVATION (TYP) BENCHMARK FOUND PUNCHMARK IN 1 Y4" BRASS DISK IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) VERTICAL DATUM: OBSERVED (NAD 83/11) NAVD '88 N:191092.94, E:1311476.14 ASBUILT ROAD + DRAINAGE PLAN tPROFILE - NE 27TH PL FOUND PUNCHMARK IN Y8" BRASS PIN IN CONCRETE MONUMENT IN CASE 1.4' BELOW GRADE (7/20/2017) OBSERVED (NAD 83/11) N0. N:191241.77, E:1311481.30 OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON O �o o N ■ LL �- N �,• w Iw Q w �IN �•Z(� J .(0 040 a M® .ice I .. ROCK LINED BERM I SEE SHT 20. (TYP) I I....If.... I II I I I 6E) zon nn . I ,.1.... " coo. N / ROCKERY (TYP) RECORD DRAWINGS AS BUILT REVISION 385 375 370 355 0 11-1 I i -- I ---L - i _I I I I ,T --- �r irLI I I LL I FTIr, SITE PLAN KEY MAP a 41.52' RIGHT EDGE OF PAVEMENT 0% - -2% O3�% -4% 04 ur � � 7 ■ n co c0 ' rn n co n + M + M ■ N II N II ' Q J Q J ■ a SUPER ELEVATION DIAGRA m cq ' I'7 - p Z J Aw CENTERLINE Do � N � rn ED GRADE w (n U U MEM - RESIDENTIAL ACCESS 25 MPH DESIGN SPEED =QB 21 +62.39 STA 46,TYPE 2-48 _ - PUBLIC _ = -1� ; 12.02', RT HORIZONTAL RIM IE IE 24 LF 12" = 3:75.96J76.08 365.66- (6" N)365.52 365.24 (12" S) 365.3 900 PVC ®$6690 PUBLIC 0 10' 2.70X TYPE 2-4T PUBLIC VERTICAL 0 2.5' 5'PROPOSED 21+62.76 STA RIM IE = IE = IE = it 0 6i.58; 12.17', LT = 3+6-8r2-376.98 365.09 (12" N)364.7 3:72.82 (6" S)370.97 3�7 (12" W)370.4 " GRADE- SCALE: 1 "=5'EXISIING GRADE CENTERLINE L� O-) 00 r7 0 U-j Ln 00 00 pry r7 oM 4 r7 00 00 , M 00� vi 00 0000 M M �01 N 0-)O � M cold co 00 r- M N 0; � � rM rq � Oar) 06 n i M 1 to ■ r7 ' ■ 1 23+40 23+00 TJS 1/12/22 BJT SURVEYED: DESIGNED: TJS DRAWN: TJS CHECKED: BY DATE APJAPPROvi BJT 22+00 scAi PLAN: 1 "=20' VERncAL: raw PROF: H 1 "=20' HORIZONTAL NAD ,aeaea, V1 "=5' ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 385 375 370 0 0 CITY OF RENTON Planning/Building/Public Works Dept. UTILITY CROSSINGS: QIE 8" W=371.60 T/P 12" SD=366.30 QIE 12" SD=374.90 T/P 8" SS=368.94 QIE 12" SD=381.50 T/P 8" W=380.00 QIE 12" SD=381.40 T/P 8" SS=369.65 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. S2 OM4-3 RED DIAMOND OBJECT MARKER NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS (TYP). KEYNOTE SPOT ELEVATION AT O BACK OF WALK, CENTER OF DRIVEWAY. ®CURB RAMP NUMBER SEE SHEET 34 FOR GRADING DETAILS. NOTE: SEE SHEET 34 FOR CUL-DE-SAC 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 EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. DRAINAGE NOTES: 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. 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. Z �423S10NA L O t� M = ^L N m . _ 0 of m C � C LLI N N I`M A i a00N a-+ d1 Q� N m- 0) j /c�v W rO' V r a) Y"t N H H 6 N O O O 00 Q J r- O O O I CC) IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q LL_I (0 U � �00 DATE.LLJ ASBUILT ROAD + DRAINAGE PLAN + PROFILE 2/7/2022 m FOREST TERRACE PLAT �8001' c~OO PULTE GROUP, INC DRAWING NO: w 3535 FACTORIA BLVD S.E., #600 oc (w, BELLEVUE, WA 98006 SHEET: OF: Q v 21 �m