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HomeMy WebLinkAboutW-392307N co O 0 W i rr Q w n` T Q Z z u W LL 0 LL w Q Q rr J Z 0 0 Z Y J Q m a U n 0 0 0 (V \ 0 N \ ai E a� 0 V) 0 I v U) I Ln 0 0 Ln Ln 0 Q0 1-1 V3 0 0 CD c0 Z EL w 4; J \\\\� \\\\\\\\\\\\\\ VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) ASBUILT SEWER AND WATER PLAN AND PROFILE - SE 18TH ST AND TRACT P FOR ALLURA AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, CO TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON 1+99 L=32' CO I RIM=442,5E442.31 2+49 BEARING PAD IE=436.56435.40 L=31 CO .. 5LOPE=5.7% 35 RIM=44z�64 .77442 8 ELEVATlON.,(TYP) 0+74 ........'.F ,.••rE=436.80 4:3 .77 ��� '... 38 L=21' i 442.50 'SLOPE=5.2% AIR -VAC ASSY 37 443.00 RIM=443-Q@ 445. 7 LOCATED IN 443.00 39 PLANTER I E = 43Q9 437.1 CO SLOPE=7.3% 444.00 CO 0+39 0+00 L =17' L =13' 9- 445.62 RIM = 443-Q8 EI M 38 �436.135 ■D p ° D ° D D 0 1 5.181E=43�98• / \ ° D. o. SLOPE 9.8% SSMH" ` SLOPE=10.7% .DD ............... w � / DI 299' LF 8" / ' D W � / SE 18TH S/T _----- _-_ N w * 273 LF 8" PVC _ - SSMH#10 a Z 2 2 \ -- .41 Q. r � D D ys�O 441.60 \J,B D " D., CO o D ° �44Q 2+12 p L=71'............ . i RIM=441-36 441.24 IE=435.35 435.89 SLOPE=2.0% 40 - 441.30 4`R! ►17 Eli 425 420 D� DD• D � - - - ° TRACT I TRACT P / SEE SHEET 59 .i . FOR PROFILE. ............. \ A: D / / SEE SHEET 40 FOR CUL-DE-SAC GRADING DETAIL. / NOTE: ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFORE THE INSTALLATION OF WATER MAINS IN ON NO NO E ��iiili I - � 4--am mom I r. PROPOSED •.: . ��■�„' �1■1�� - �-i��C•Z■JlZiQ�G1�l�■� �� ■ I■■ SOON .11111110q_ _--��� .1 PAN In ill�� SOON JI■- ON ir ��]�II•]•�!t-4li--7 --IN25 ITIPH DESIGN SPEED -:• i� EXISTING G• 1 I��sR�u�wi� • t - ���rai 1i1.1Kitc : Fk�L1I'l7 2 1 NO. REVISED PER CITY COMMENT ASBUILT REVISION 455 450 450 445 445 440 440 4W 4W 4W 4W 425 420 • sm. SEWER NOTES: 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS NOTED OTHERWISE. 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC SDR-35 Q 2.0% OR GREATER SLOPE. 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS THE SEWER MAIN. 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 UTILITY CROSSINGS QIE 12" SD=438.27 T/P 8" W=437.27 QIE 12" SD=437.82 T/P 8" SS=434.40 SITE PLAN KEY MAP � I NOTE: 1. MINIMUM OF 10 FT SEPARATION BETWEEN SEWER MAIN AND WATER MAIN. MINIMUM OF 7 FT BETWEEN SEWER MAIN AND STORM LINE. 2. MINIMUM OF 12 IN VERTICAL SEPARATION BETWEEN SEWER LINE AND OTHER UTILITIES. IF THIS IS NOT POSSIBLE ETHO FOAM PADDING WILL BE PROVIDED. O STA. 25+29.12, 7.00' LT INSTALL: 1-8" PLUG (MJ) 1-1" AIR -VAC ASSY 1-FIRE HYDRANT ASSEMBLY 1-8"x6" TEE (MFxFL) 1-6" GATE VALVE (FLxMJ) PER STD. PLAN. NO. 310.1 NOTE: ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFORE THE INSTALLATION OF WATER MAINS IN ALL CUT OR FILL AREAS. N � M 0 co z J of N 3 PROPOSED GRADE LnC14 @ CE14TERLINE N 1.257. Q II H J cn w - - - - - EXISTING GRAD _ 12" STORM 0 CENTERLINE 0.94% 1.35% 4 F P P TO SSMH #9 QQLAF 0 TYPE 1-48' MH#11 TYPE 1-4W= SSSTA. SHEET 50 STA. 25+43.73, 4.00', RT EXISTING GRADE = 26+33.76, 21.24', LT RIM =-44z 43- 442.34 C� CENTERLINE RIM =443.95 443.74 IE = 4=34-9.& (8" SE) 434.29 PROPOSED GRADE IE = QF3.94 (6" SE) 435.26 IE = 434.89 (8" NW) 434.17 Q CENTERLINE IE = 435-84 (8" NW) 435.17 C6 rl in CDLq 000 Cn M 7 00 I\ N I\ ,�� N p^p \ p 00 0-) � nj CD N O wy O M CD M CD M 0') SURVEYED: BCE DESIGNED: BJT BK 11/20/18 BJT DRAWN RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT SCALE: HORIZ: 1 "=20' VER: 1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY TRACT P JOINT ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 011116 CITY OF mu RENTON Plonning/Building/Public Works Dept. CONSTRUCTION RECORD 455 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. �y J, TA�k E W 445 o Z -• Z ,p L14T2�3440 �NAL�NG��� 11/zo/zos N 2 0 U z> 4W o a N N J J W G_ < X z < z w W N J Z Q r-10 N N O N 00 U of 430 00 N r-, z j Z CO 00 w w I I w Q z 3: Ln Ln 0 Z Ln N N z - / -1 /- 1 W } Ln Ln Lj.I N Z N N = Y U (N CITY OF RENTON E�)EPAFiTMENT OF PUBLIC WORKS J V� Q L1 Lu APPROVED BY DATE LU APPROVED BY DATE v APPROVED BY DATE bA ° CONSJ APPROVED BY DATE SEWER AND WATER PLAN AND PROFILE D 11 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: PAGE: MAINVUE WA, LLC DRAWING N0: 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 SHEET: ^J OF: 6f S - 3 9 2 3 0 7 IWI-131912131017