Loading...
HomeMy WebLinkAboutS-296108I Cn I a- W a- oC) r z E..NwN � Y � } Z 8 D HER a Z O 0) of A5- ,BUILT 2. 2004 M W W 280 N N Z TIONS SEC. 169 0 .,406 29395 GRADE r I� 41 3981 zea 406 SE. , SHEET /�/1D PueuC unu'ir TRACT K J W F 288.55 ss ( ,OPEN SPACE / pp © �" ,);' cl� EA ME TYP i _ 7 23 +17.74 SE 4TH STRE�7` ',,PT ANUARY ��� - - 1 +00.00 KIRKLAND AVE 61i �� 4O5 / 27 , ,..:. �( SEWER gSEMEN Pc - 24 +0374 2 +eFx+ sse r i� ' ��(r e) / 3.328 i I I ) r j U 3 v 1 If 27 +69.92 - _- _ f 427 .-.•. i -- -� 7 , 1._-� - ^� a� '; �x \ i 28295 : , �jr-" N07E.• SIDE SEWERS FOR LOTS SSMH -70.i d0' :- 1_, �� y -` , / ' 398, 399, 428 AND 429 SHALL 2 +1 /• -� 'r. 5 1$ ' �. -. �r� £x /2.••si +�• / BE CONNECTED TO EXISTING 12- 2asL 6 ee rTr " r $ _ r SANITARY SEWER. 11 - Ex ",SSMW'hYWD 27. F/NJSK GRAD €. _ _ 1 FlN/SH GRADE 1+00.00 RK49 TH -STREE 42� \' INSIDE DROP DETAIL i ... i + 9 RT l l / V. -ADJUST TO _._ 1 ADJUST R/M INF ;?b +2771 SE' NO PLACE-SE- 1 SEE SHEET 33 FOR . _. _.. _. $$ ... ER.�35'MH /MWD ID' TOP ".Opp\/ / r .J! /r C% Z y BSBL 7YP 1 - 1 .N.CP.A. 385' 419 " 4,200 421 422. 423 424 W /' 0y IFF 28385 F 28635 ,� � 287.85 „`I F 289.35 290.25 / - - -- = - ,,,,..."° 5.0.0200 .. _ ......... Ss / / / "�/ FL 20,4- IE 2)e -F3 /N -E) 272 •i 3 !OP CONNEORON PER TAl(y, SHEET 33) 12" IE 261.277 (IN) 12" IT 261.17 _(OUT) ADJUST RIM TO 280.81 NEW 8' IE 26545 (IN) 263.26 F'L 275,c? / 12" IF 26711 12" lE 26701 ADJUST RIM 7 SE 4TH STREET 66 \ LLJ LOT AV SIDE SEWER SSMH 715 J_ � I 1 FL�H281 TOP 288.02 N L.L_ r 6" lE 280.0 398 0 422 25 +28, 25 L.F. a' E 12BOOL9 fee T) O q 6' lE 281.5 399 28 +30, 36 L.F. 423 26 +28, 25 LF. ° 0 � 6' lE 286.1 / > 26 +11, 37 LF. 424 25 +48, 25 LF. Ld Q W 6' lE 283.3 (D C) 24 +34, 42 L.F. W 27 +07, 30 LF. 0Z z 6' IE 284.0 418 24 +03, 41 C.F. 426 27 +26, 31 LF. / 6' IE 275.7 6' IE 284.5 > n _ 27 +55, 26 LF. 6' IE 276.0 6' IE 285.1 Ld W � 'Q- 28 +46, 25 LF. m 6' IE 278.5 6' IE 286.0 = LLJ W 18 +89, 18 C.F. n Cl) C 6' lE 287.5 Of SE 4774 STREET Of Q z Q Cn oC) r z E..NwN � Y � } Z 8 D HER a Z O 0) of A5- ,BUILT 2. 2004 M W W 280 N N Z TIONS SEC. 169 0 .,406 29395 GRADE r I� 41 3981 zea 406 SE. , SHEET /�/1D PueuC unu'ir TRACT K J W F 288.55 ss ( ,OPEN SPACE / pp © �" ,);' cl� EA ME TYP i _ 7 23 +17.74 SE 4TH STRE�7` ',,PT ANUARY ��� - - 1 +00.00 KIRKLAND AVE 61i �� 4O5 / 27 , ,..:. �( SEWER gSEMEN Pc - 24 +0374 2 +eFx+ sse r i� ' ��(r e) / 3.328 i I I ) r j U 3 v 1 If 27 +69.92 - _- _ f 427 .-.•. i -- -� 7 , 1._-� - ^� a� '; �x \ i 28295 : , �jr-" N07E.• SIDE SEWERS FOR LOTS SSMH -70.i d0' :- 1_, �� y -` , / ' 398, 399, 428 AND 429 SHALL 2 +1 /• -� 'r. 5 1$ ' �. -. �r� £x /2.••si +�• / BE CONNECTED TO EXISTING 12- 2asL 6 ee rTr " r $ _ r SANITARY SEWER. 11 - Ex ",SSMW'hYWD 27. F/NJSK GRAD €. _ _ 1 FlN/SH GRADE 1+00.00 RK49 TH -STREE 42� \' INSIDE DROP DETAIL i ... i + 9 RT l l / V. -ADJUST TO _._ 1 ADJUST R/M INF ;?b +2771 SE' NO PLACE-SE- 1 SEE SHEET 33 FOR . _. _.. _. $$ ... ER.�35'MH /MWD ID' TOP ".Opp\/ / r .J! /r C% Z y BSBL 7YP 1 - 1 .N.CP.A. 385' 419 " 4,200 421 422. 423 424 W /' 0y IFF 28385 F 28635 ,� � 287.85 „`I F 289.35 290.25 / - - -- = - ,,,,..."° 5.0.0200 .. _ ......... Ss / / / "�/ FL 20,4- IE 2)e -F3 /N -E) 272 •i 3 !OP CONNEORON PER TAl(y, SHEET 33) 12" IE 261.277 (IN) 12" IT 261.17 _(OUT) ADJUST RIM TO 280.81 NEW 8' IE 26545 (IN) 263.26 F'L 275,c? / 12" IF 26711 12" lE 26701 ADJUST RIM 7 SE 4TH STREET 66 \ r' I I I f I I I 12" IE 27322 (IN) 12" IE 273 73. 12 (OUT) ADJUST TO 288.70 NA 4•TC4 4� NO7E.- CON7RAC7OR TO ADJUST RIMS OF SSMH`s BY ADDING SEC77CIVS L YNNWOOD A VENUE 12'" IF 280.'. 12" IE 280./ ADJUST RIM Flv�j 48 129ZA LOT SIDE SEWER LOT AV SIDE SEWER SSMH 715 � � I 1 FL�H281 TOP 288.02 N 6' IE 284.7 r 6" lE 280.0 398 28 +09, 32 L.F. 422 25 +28, 25 L.F. a' E 12BOOL9 fee T) 6' IE 285.5 q 6' lE 281.5 399 28 +30, 36 L.F. 423 26 +28, 25 LF. ° 0 � 6' lE 286.1 / 405 26 +11, 37 LF. 424 25 +48, 25 LF. / 6' IE 280.9 6' lE 283.3 406 24 +34, 42 L.F. 425 27 +07, 30 LF. 6" IE 280.7 6' IE 284.0 418 24 +03, 41 C.F. 426 27 +26, 31 LF. / 6' IE 275.7 6' IE 284.5 r' I I I f I I I 12" IE 27322 (IN) 12" IE 273 73. 12 (OUT) ADJUST TO 288.70 NA 4•TC4 4� NO7E.- CON7RAC7OR TO ADJUST RIMS OF SSMH`s BY ADDING SEC77CIVS L YNNWOOD A VENUE 12'" IF 280.'. 12" IE 280./ ADJUST RIM Flv�j 48 129ZA LOT SIDE SEWER LOT AV SIDE SEWER 397 26 +68, 36 L.F 421 24 +64, 21 L.F. 6' IE 284.7 r 6" lE 280.0 398 28 +09, 32 L.F. 422 25 +28, 25 L.F. 6' IE 285.5 q 6' lE 281.5 399 28 +30, 36 L.F. 423 26 +28, 25 LF. ° 0 � 6' lE 286.1 6' l£ 282.4 405 26 +11, 37 LF. 424 25 +48, 25 LF. 6' IE 280.9 6' lE 283.3 406 24 +34, 42 L.F. 425 27 +07, 30 LF. 6" IE 280.7 6' IE 284.0 418 24 +03, 41 C.F. 426 27 +26, 31 LF. 6' IE 275.7 6' IE 284.5 419 23 +24, 24 C.F. 427 27 +55, 26 LF. 6' IE 276.0 6' IE 285.1 420 24 +02, 21 L.F. 428 28 +46, 25 LF. 6' IE 278.5 6' IE 286.0 429 18 +89, 18 C.F. 6' lE 287.5 6' PVC SIDE SEWERS ARE STATIONED FROM SE 4774 STREET TRIAD ASSOCIATES 11814 115th Ave. NE KwMand, WA 980346923 426.821.8448 425.821.3481 fax 800.488.0756 W1 fm w Ariatlaasoc.mm W LL I 2 o0c V Lu 3 4 V 2� Q� Q W Q Q Q W N07E,• ALL EX/S77NG TOPOGRAPHY W d' W PROVIDED BY M.A. SEGALF, INC. QZ (4 AND RING& AND ASSOCIATES y y Q 4 N07E.• ALL PROPOSED SSMH S SHALL �, Z BE 48.0 UNLESS 07HERNSE /NDICA7ED Cr o NOTE.• ALL EXIS71NG INFORMATION FOR Z LLA ER/ AND MW SSMH S WAS PRONDED cc BY R/NGEL AND ASSOCIATES HORIZONTAL DATUM: NAD 198311991 BASIS OF BEARINGS HELD BEARING OF N01V5'10'E BETWEEN THE NORTHWEST CORNER OF SECTION 16, TWN. 2311, RGE. 5E., W.M., (CITY OF RENTON MON 1612) AND THE WEST QUARTER CORNER MONUMENT OF SAID SECTION 16. THE BEARING IS DERIVED FROM STATE PLANE COORDINATES FOUND IN THE CITY OF RENTON SURVEY CONTROL NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN THE IMMEDIATE AREA. �m ; VERTICAL DATUM: NAVD 1988 BENCHMARKS ORICINA77NG BENCHMARK: CITY OF RENTON MONUMENT 1612 - TOP 8 OF MONUMENT IN CASE. ELEVA7ION 260.068.' 6 BENCHMARK 11 - 'X' IN SIDEWALK AT SE. QUADRANT OF I INIERSECRON OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVATION 27248.' 6 BENCHMARK 12 - TOP OF MONUMENT AT THE WEST QUARTER CORNER p g OF S£C77ON 16, TWN. 2JN., RGE. 5E., W.M. ELEVATION 31280.' BENCHMARK 13 - TOP OF 1 -114' REBAR AT THE NORTHWEST SIDE �¢F OF A SET OF 6 POWER POLES BETWEEN TWO (2) RETENTION/ DETEN77ON PONDS APPROXIMATELY 950' EAST OF WEST QUARTER CORNER OF SEC77ON 16. ELEVA77ON 259.77• Dawns I94PE PROJECT MANAGER BRADLEY T. FRE MAM, PLS PROIECT SURVRYOR MARK A RaWX PE PROM ENGINEER FROM LANDSCAPE ARCRIT&GT FUST SURNLTTAL DATE: 1117102 SCALE: �:1' -40' 9m1=4' Checked for Compliance to City Standards EXPIRES: 4/26103 /2 /�i6 /OZ STAND NOT VALID UNLESS SIGNED AND DATED IOU NO. 00 -022 sLLELT 110. 320P 44 02002 TRIAD ASSOCIA-MS ` U A 0 011 2 SCANNED "2 8 1003 C'/, IQ a z O X r O • q r0 00 � N ° 0 � Ex o O [mil n`- N w H �A C'/, IQ a