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HomeMy WebLinkAboutW-392310I I I I x z 0 z Y J Q m 0 -) (n n 0 0 N \ O N E a� 0 0 0 I U) I Ln Ln 0 i 0 Ln Ln O Lfl 1-1 V3 O 0 CD c0 a r w i� co N ASBUILT SEWER AND WATER PLAN AND PROFILE - 124TH PL SE BEARING PAD CO CO 2+ ELEVATION (TYP) 2+ 18 �� 1� �� L+60 L=31 � FOR CO �i 74 411.50 RIM =41�5f 411.00 RIM=413-68 41J.39 IE=465.5040Z.Y5 73 i 413.60 IE=4ff�68.4 8.��84 �� SLOPE=22.3% O N L, 31' 4'1115A �i SLOPE=23.0 F� iMLU.M AT TIFFANY PARK RIM= 411._ '� IE=4�� 411.2 0 i W PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, ; �' SLOPE=29.6% TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON 0+66 1+16 ' ;-- , 3° �W L=32' L=32' SEE SHEET 56 FOR CONTINUATION _ - ■00 I = 4 4 - o 0 10 20 40 57 M 4�4 ee 2 . 9 58 RIM 4a 4 4.82 59 C1 +70 i a l l \ '- - ° ° ° ■ 424.80 IE=4+8-8E 4 .03 424.80 IE=4i-8-7541 .99 425.10 32, _� SLOPE=55.2% i . _ i i.a SLOPE=54.5% L- co I •o 25' L RIM- 4 • o IE=419.1e41�7.51 cn a /. i �� •. 436 SLOPE=.54'.5% Q y ° ......... ...... W Q v, SEWER NOTES: .' .. - •••.... D° v o v v 00 Q 1. SEWER PIPE SHALL BE 8 PVC SDR-35 UNLESS ■ ° ° ° . ° -� i 368 _ 06 o c`k� .. NOTED OTHERWISE. ° ° Q hryi LF 8 C 9 W 0!+. v 4 ° ° � '•/ ` 222' LF 8��. DI � 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6 PVC = ° a a °° a ° a 2 Q z SDR-35 @ 2.0% OR GREATER SLOPE. r 1 Q 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE Z� W32 W .• • '2 3' LF 8" DI 3s' kF 8" DI a�i �•: ' ■Q c�°.: � SAME MATERIAL AS THE SEWER MAIN. D rn' '••... 2 w , 1241H PL SE O LL 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 '^ � V, o .................�. 233 LF 8" C-900...............-... Wrn 4 Q NOTE: 42& ...... _ _ -4.................................. 18',..STO M ...• ' 1. MINIMUM OF 10 FT SEPARATION BETWEEN Q% Q SEWER MAIN AND WATER MAIN. MINIMUM OF 7 O = a ° FT BETWEEN SEWER MAIN AND STORM LINE.rr ITI ■ ° ° ■ °° " , :.AZT' ...: ...:... .. ° . a 2. MINIMUM OF 12 IN VERTICAL SEPARATION ° arn a J BETWEEN SEWER LINE AND OTHER UTILITIES. ■ _ _°_ _ _ _ 1 +48 J IF THIS IS NOT POSSIBLE ETHO FOAM---------------------il ' Q PADDING WILL BE PROVIDED. L=24 87 ■ RIM = 42�@ 425.14 WATER MAIN FITTING DATA TABLE I 424 i I E = 419-+6 418.264.25.10 . �, LOPE=67.5% .►! Its; _ - a �,..!► -•ter- �• .. V • _ ° q a Q CO 1+98 i L=24' CO 6 424.90 RIM = 4z' +.% 85 i _ 0+ 15 424.90 419.821E=418:99 424.00 - L=24' SLOPE=66.1 % RIM=424.8542 .91 IE=418.68 417.15 ° LIU 1 +29 L=24 415.23 RIM=415�5 80 SLOPE=VARIES •. ° CO i c' 4r 41 .78 ' . 8 81 i 409.93 lE =4eg+0 i 412.60 CO , ` ` RIM=46� 415.10 :SLOPE=VARIES � 0+29 � - � � L=24' 42034 IE=414e 412. 91t ............. � � 82 SLOPE =VARIES � 1 NOTE: L=24' i RIM=Bi$ 417.60 . i .. SEE DETAIL SHEET 61 - 1`M= G04 .45 83 IE=4+4-f�414. 1 FOR CROSSING OF STORM 84 IE=416.-6641 9 420.10 SLOPE=VARIES WITH SEWER STUB FOR 422.60 SLOPE=VARIES LOTS 80 TO 84. OSTA. 32+26.07, 7.00 LT 440 INSTALL: 1-8" DI TEE (FL) 3-8" GATE VALVE (FLxMJ) CONCRETE BLOCKING STA. 32+84.29, 7.00' RT & 16.50' 2 INSTALL: 435 1-FIRE HYDRANT ASSEMBLY PER STD. PLAN. NO. 310.1 1-8"X6" TEE (MJxFL) 1 -6" GATE VALVE (FLxMJ) 3 STA. 35+31.79, 7.00' LT INSTALL: 430 1-8" DI TEE (FL) 1 -8" GATE VALVE (FLxMJ) CONCRETE BLOCKING </ STA. 35+06.31, 7.00' LT, 16.50 LT INSTALL: 425 1-FIRE HYDRANT ASSEMBLY PER STD. PLAN. NO. 310.1 1 - 8"X6" TEE (MJXFL) 1 - 6" GATE VALVE (FLXMJ) 4 4 4 NOTE: ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFORE THE INSTALLATION OF WATER MAINS IN ALL CUT OR FILL AREAS. = _ 31+70.12 _ 424.66- PVI STA = PVl STA _ __ 88 _ 425.49 =353 3.1 77.77 __ Nil4 o cn 0 00 a)M to Lfl _ °' (fl N W) + 04 + cv + cv i w` w N U NHYDRANTN U - - cIi 0 - PROPOSED GRADE _ ``' CENTERLINE LKII 415 UY Lj CC•i•7 Ln 00 N 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) " 4 In e 1 1 1 ui 4 1 STORM 4 „ 1 " STORM 368 - H , = 3 ', A. _ ', 3 _ AIN 7 ek^ 188 RIM_493 07 „ • • L;-dUU V■3 ■ - - VERT 1 - PROPOSED GRADE 1� M n O N rq N N O N rq N N � O N M M On 4 00 N N N Lq � cV N 1p 7 " N N (0 n 4 Ln N N N � N N 00 N O C'I N N N p! �V fn O� N co M r- N 00 N N Ln N N .- CD Ln N a)M c0 N p CO N M pj _ 32+00 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION 33+00 SURVEYED: BCE DESIGNED: BJT BK 11/20/1q BJT DRAWN RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT 40 35 30 420 25 415 20 410 115 405 110 400 35 395 30 390 95 385 30 85 SITE PLAN KEY MAP a 6"-SANITARY SEWER STUB DESIGN TABLE LOT # IE @ MAIN PIPE# 1 VERTICAL LENGTH IE Q BEND PIPE#2 LENGTH & SLOPE IE @ LOT 80 397.93 8.20' 406.13 24 LF @ 2.00% 406.60 81 397.59 11.04' 408.63 24 LF @ 2.00% 409.10 82 397.38 13.74' 411.12 24 LF C� 2.000 411.60 83 397.11 16.51' 413.62 24 LF @ 2.00% 414.10 84 396.83 19.29' 416.12 24 LF @ 2.00% 416.60 SEE SANITARY SEWER STUB CROSSING DETAIL ON SHEET 61. SEE VERTICAL RISER CONNECTION, COR STD. PLAN 409, SEE SHEET 60. � ••.•.• i ••L'i� II�I�17 r r•r �1117� u� J ;-NMII� 1�_ I::a■11� am J 1 ■ ■11� -� - ��:iift7i� ��1■III =�! - �� ��1■II 1T.711� L: 1K,1.LL�i•1GT11 �-_��1 ■ IIII■■■- 1/11 M ,.� • :Iris iii� � &-E-mmm� W mmum .ICJ■■- �'� � • i�i A:i=�°liliLL'f:ee-n«•>_ � -�■� MEN= IIIIIIIITII'I NOTE: ROADWAY 1 ESTABLISHED AND COMPACTED BEFORE! THE INSTALLATION OF WATER MAINS IN ALL CUT OR _ �1■t =lrtiiiiNMJEWky�t-ice ■,. r �iru l•7uu1�1Z1ortr . ..1:R_ �1' ME _ �WX 11■i111i1►7�isr7 r SENIOR Illlllill�l " : L II olI -4 r ii ■1 420 415 410 UTILITY CROSSINGS AIE 12" SD=420.75 T/P 8" W=419.75 AIE 12" SD=420.30 T/P 8" SS=396.70 AIE 12" SD=421.16 T/P 8" W=420.16 AIE 12" SD=420.71 T/P 8" SS=396.70 AIE 8" W=419.51 T/P 8" SS=399.27 AIE 8" W=419.24 T/P 18 SD=404.19 AIE 18" SD=400.43 T/P 8" SS=397.14 ®IE 12" SD=415.41 T/P 8" W=414.41 AIE 12" SD=414.96 T/P 8" SS=397.90 AIE 12" SD=407.91 T/P 8" W=406.91 ©IE 12" SD=407.46 T/P 8" SS=398.73 AIE 8" W=406.03 T/P 8" SS=400.73 ©IE 8" W=405.80 T/P 12" SD=401.20 �3 TA�k �� of W y� o Z z ,p 4 423 p �� ins F®r SIONA L ECG 1-1-/2.0/2.01- 2 (N 0 U Z_ j if Z Cuj O N Z cn J J a < w z x z W N < ,z J Z Qrr) O N N N 00 U � Z 00 N co r- 00 j of Z � Q I I w w w Ln Liz (' Z Ln ~ N .-.-. Ln N . Ln Z - r w w N ?0 Z N N J� N 34+00 35+00 CONSTRUCTION RECORD CITY OF RENTON `Gj� J sd� DRAWING �EPAFiTMENT OF PUBLIC WORKS 2 Q � THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED BY DATE '= Lu 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 CD REVISIONS. APPROVED BY DATE U SCALE: DATE: Z HORIZ: 1 "=20' HORVERTICAL: NAVDIZONTAL: NAD 191988 83/1991 SEWER AND WATER PLAN AND PROFILE 11 /20/2018 00 3/1� VER: 1 "=5' CITY OF RENT FRENT0NPAGE: ASBUILT - ALLURA AT TIFFANY PARK FFIELLDBOOK: O ONE INCH DATUM MAINVUE WA, LLC DRAWING NO: AT FULL SCALE Plonning/Building/Public Works Dept. 1110112TH AVE NE, SUITE 202 �! IF NOT ONE INCH SCALE ACCORDINGLY BELLEVUE, WA 98004 SHEET: � OF:68 m S - 3 9 2 310 IWI-131912131 110