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HomeMy WebLinkAboutW-392306co N m co 0 W rr Q w n z z u Q U WLL 0 O a Q LL J I I I I a� X z 0 c� z Y J Q m a -) n Ln 0 0 1-1 0 CV ai E a� 0 0 0 I U) I Ln 0 i 0 Ln L 0n Q0 1-1 V) 0 0 0 t0 w � Q r Lu �; L.i w! o c=nr mow! � r WE co ■ 21- U �1. QI 0 445 ME 435 0 425 420 415 CD 00 27 I 433.60 I I I I I I BEARING PAD ELEVATION (TYP) 29 co 435.50 1 + 15 L=32' 435. 7 RIM = 43530 sr� 427 681E=429.56 SLOPE=8.2% I I ° D \ D. G .. D 4 .b D D••• b .1D D D D D Dklo .f - \ 0 \: 0 \ 7 19" STORM IN w 0 0 10 20 40 2.8 co 434.30 0+65 L=32' 434 7: RIM=434:303�* IE=428.� 27,08 SLOPE=7.4% ASBUILT SEWER AND WATER PLAN AND PROFILE - SE 18TH ST FOR ALL UPt44 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, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON SEE SHEET 48 NONE IMMEN�ommom 30 MENFOR MEN 000NTINUATION co 34 co 436.90 1 +65 438. i'.0 2+ 15 439:00 2+67 33 CO 440.30 L=32' ��6 L=32' L=32' D� :.D W 439.80 3+30 i L+30..• 436. 8 RI RI RIM=4380 438.00 L=32 i\ 438. 4 RIM=439-60 �4.4. 19 RIM=4�40.30 427 75 IE=430130 I E=433-}0 2.71 439 69 RI M=439:-88 i SLOPE=9.5% SLOPE=10.3 430. 61E='A Z o U 432 661E=43;3:$8 I 43 .971E=434-3� SLOPE=10.4% , sag SLOPE=10.7%� I SLOPE=8.9% ,3� \ D' b 0 D D D D \ \ D 268' LF 8" DI4 SE 18TH ST N 394 39jr LF 8" PVC CD D 7Z7 D . D' D.D // 'D °. D .A•D DD D •• D. D D i D 0 '° .D D D � '.p D D ''/° p c V I CO 52 0+33 433.60 L=23' 433.90 RIM=4:33.61 I IE = 427.60 424.95 SLOPE=VARIES A lA D D b ° D • D V CO CO ........... �CO -co50 51 0+81 L=23 434,76i 1 +31 L=23' 436.06 1 +81 49 L=23' 437.361 2.+3.1................. 48 L-23' 434.70 RIM=434.79 436.10 RIM=436.19 437.40 RIM=437.48 1 438.40 RIM=438.49 438.3 IE=428.78 428.52 IE=436-46r 428.96 I E = 43a-48 428.95 IE=432-49 430.77 SLOPE=VARIES SLOPE=VARIES SLOPE=14.0% SLOPE=VARIES 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 @ 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 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. SITE PLAN KEY MAP a WETLAND D h TRACT G m •� ....... ■ 1 \ ■ i 4� -------� -------------------- ---------------- .� ---a----------- -------- a I W ' \ ■ _eii ■ cj) 3 299' LF 8" DI ! w ' W W ���-' (,4SE 18TH ST _� � Iq o - - 273 LF 8" PVC o ! N 1Z .. `Q 12" STORM r nr� 7 12" STORM ■ a D. D ■ D a o 8 . D. ' D C• p p° a ' Ac a po 0� I a D - - ■ . D a D D .' D D D•'.. � OD d ` D. .' D D .D "D D D 'D .D .D.' D � D " SEE SHEET 37 FOR INTERSECTION �. WATER MAIN FITTING GRADING DETAI Q bo ........................... .. ... ° o0 • D . � � qti•. CO 0 D 1 +33 o Q ; / c0 CO L=24' 47 CO 0 i L=24' 42 31 0+84' 41 RIM=441.66 441.65 439.40 2+81 1 L=23' I. p y�( � I ( 440.80 RIM=449-864 .66 441.30 RIM=44-1.36 441:24 441.60 IE=435r6�436.20 RIM=439,40 439.34 m ■ � ■ �' �' �' �' �' �' �' �" IE=434.80435.43 IE=43r38436.26 SLOPE=VARIES IE=433.40 431.91 SEE SHEET 57 SLOPE=12.6% SLOPE=VARIES BEARING PAD SLOPE=VARIES TO CONTINUATION ELEVATION (TYP.) D p D D NOTE: HIGH PT STA HIGH P - 2222_+0OgOO__ ■ V _ ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFORE THE INSTALLATION OF WATER MAINS IN ALL CUT OR FILL AREAS. PVI ELEV - K = ■ LOW PT 0i M� + N M a u H J (n LJ 19 PVI STAlq+000(y- CD- ■ PVI __ -=50.00 - ■ ,---EXISTING GRADE - --� -------- -z 0 CENTER'-- -- - - -------- - - 5 6 - - - --wATER 01■ - - ■ s 10 TYPE " _ IN HLSIULNRkL ACCESS 25 MPH DE ■ EXISTING GRADE ■ ■ 0 CENTERLINE n N c0 '6 00 M Ln M 00 M I'o M 00 c0 Kj � to I'o M tV N 4 C6 to I'� n 4 4 M rn Z N6 �y rn Z Ln 00 N LO ro to I'o 0) M t0 "t W) N-) to 00 to Ln N-) Ln rh Ln I� 'D W)I'o ^ ^ M ^ 00 ,� I'o L!) IM 00 00 10 I'o to c0 00 c0 rn I'o to 1� Ln 00 � rn I'o Ln p co 0) Ln to ro ^ N c0 M rr0 11 r� Ln 0) 00 to rr0 P� to 0; 00 to I"T 00 00 M 0; 00 to 00 p N p 00 I.'7 o0 N Ln O 00 rn 10-� 00 M p 00 � rn 00 tD IM p 00 - I'o 00 0p p 00 I'o � 00 p 00 00 I'o 00 00 r� Cn rl) 00 N Cn I'o l ralcoJ, 6"-SANITARY SEWER STUB DESIGN TABLE LOT # IE Q MAIN PIPE# 1 VERTICAL LENGTH IE Q BEND PIPE#2 LENGTH & SLOPE IE Q LOT 41 432.78 2.35' 435.13 24 LF @ 2.00% 435.60 42 432.03 2.80' 434.83 24 LF Q 2.00% 435.30 47 429.54 3.39' 432.93 23 LF @ 2.00% 433.40 48 428.56 3.38' 431.94 23 LF @ 2.00% 432.40 50 426.59 3.05' 429.64 23 LF @ 2.00% 430.10 51 425.40 2.84' 428.24 23 LF @ 2.00% 428.70 52 424.63 2.51' 427.14 23 LF @ 2.00% 427.60 SEE SANITARY SEWER STUB CROSSING DETAIL ON SHEET 61. SEE VERTICAL RISER CONNECTION, COR STD. PLAN 409, SEE SHEET 60. VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC 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=38724' (JUNE 2014) 14l y.#] P*zlcll UTILITY CROSSINGS: " "0 IE 12" SSS T/P 8" W=433.32 T/P 8" SS 431.11 T/P 12" SD=429.60 T/P 8" 431, 9 SD 44 Q o429.50 .64 IE 12" SD=436.64 © ® IE 12" T/12" 9562 T/P 18" SD T/P 8" W=435.64 T/P 12" SD 429,35 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION 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 STA. 19+04.55, 7.00' LT & 16.50' INSTALL: 1-FIRE HYDRANT ASSEMBLY 1-8"x6" TEE (MFxFL) 1-8" GATE VALVE (FLxMJ) 1-6" GATE VALVE (FLxMJ) PER STD. PLAN. NO. 310.1 22 STA. 21 +73.02, 7.00' LT 450 INSTALL: 1-8" DI TEE (FL) 3-8" GATE VALVE (FLxMJ) CONCRETE BLOCKING �3 STA. 22+32.30, 7.00' LT 445 INSTALL: 1-8" DI TEE (FL) 3-8" GATE VALVE (FLxMJ) CONCRETE BLOCKING �y J• T A / � c o Z wAA z 4 423 p 'ONALT��NG���, 11/zo/zos 425 (n ui 2 c, U z> zD-- O Z UJ cn (n LV 420 J J G_ < W x z z < ,z W N J Z Q rr) N N O N 00 U Z 415 00 N I-- > z ILO 00 Ez I I ui L� N ui Q Z N N Z - N z N N J 00 LLj 23+00 24+00 CONSTRUCTION RECORD CITY OF RENTON J DRAWING DEPARTMENT OF PUBLIC WORKS 2 Q � THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED BY DATE '= W APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN APPROVED BY DATE EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED THESE RECORD A b, ON DRAWINGS IS COMBINATION APPROVED BY DATE a N5J OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD 0 co REVISIONS. APPROVED BY DATE VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF SEWER AND WATER PLAN AND PROFILE DATE: 11 /20/2018 FPIAGLDBOOK: _ RENTON ASBUILT - ALLURA MAINVUE AT TIFFANY WA LLC PARK DRAWING NO DATUM ' W Plonning/Building/Public Works Dept. 1110112TH AVE NE, SUITE 202 U BELLEVUE, WA 98004 SHEET: 0E:68 S - 3 9 2 3 0 6 lwl-131912 131016 1