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HomeMy WebLinkAboutS-273403g 6 s3 d NE 1/4, SW 1/4, SECA TWP.23N., RGE.5E., � W.M. °D -PACT ".A" RENTON SP 020 -91 930 3039001 V' - dD REBHP & CAP ��ji �S g - 39 i.• _ 3 I > � � :9H 5 32 Id 5 . , v n l I 0_25' .d © � =' A I I E. I T i I h o ` + h M c( I M � r ' n b .ti „.w ,, ` i c ,, ✓ f,,�` ' ' : ?, . r f r;o '%?: ' Jf 3a� "1►�0 2D 0 ' / E 110'E �€1 6 A _ z -=--7 SS7.; -SS NF 39?i# 3 bb IE 382;60 39. IE FF 96.0 xzw E 98. SFI - � H °_ I I - - -- I IN. �MIN. MIN. H JL DED MI N. O W 1 6 5 RIM 590 O J IE S 77 I"TU6 I F.F. 0 G �r ss 50/7- 826063 p F_ Ir i rlf %';i J i t j( 1 �. I • i �\ _ i o 1 ��SSS- NH 1 I ,17 _ 1 t 1 i 81 z I ; ;' ,' , 1 i' J „- A' I qb. \ �' _ �F F. - 01 -c6 ..1 g W l ' / ` r /% / f •` ! '' f ! l Ll 2� I i I T.F. 396.0 MIN. F.F. X6.0 ) IE SIT16 7t. t3 } �'I Y 4 IE STUB., \ / _ i r � to I I MIN. 1 E STUB IE 3 _M1N. IE STUB i r s e2 463 B€o ' SS MH ' j RIM' - 353155/' /,` /` I/, ST � �3o I • � \I �'>E:YR 3F- V) i J l r' /' / Et 3'9/� r , /' , . ,,.e 365 s4 3� g2 s±ED �� of . - - E Y O �/ ' !I .e� E, ; Icy 9 1 �` 3 _ _24.71L - - - - - - - �. / ± J F.F. 395.0 _ - _ - PDX ff+4� 4 // = . �i / r', / re r�,/f F JI j � � � � / ; r jc MIN. � � - -/ I Y 9A I FND. }zEBg - 1 F.F. 396.0 9i lb i z9+ F.F. 5.8 395.4D-92• N. 1 RMi 39 86.96 NIN. E i LF W1 F.�. 396 f Ts'1- MIN. I I I, IE S711B �♦ IE 3939 390.000 NINV t L gi c: - ..v j J t Ls tss STUB I IE SNB I 13 Sik 21G 3�t. ft/ft E S7Ug L I c 3843?- 197160' 1 8 I 39 10 P.B _48lOFF 93L3L (fC) 3wu \ sox SD5 -G13 lYl C O.OIS FT/Fr 76 L.F. & O.609 Fr /FT W -2030 SENIOR PROJECT A. 314}:93 40.2 r� ' ' 7 DIA ' 7 WO�Xi SET RAILROAD SPIKE E (NAT{ i cV = 396.33 OFF. 16._• N � % 399.3 SrA. +ao.v pp�� 5 �g REL Xti� a IN POWER POLE q4 PL I 4 1 I_ �` 62 \ Z F.F� 1 I I 8 I� e F. ( ISSg -$S NH 1� I f 39ff8� i� 9• F 6'ven ELcv = 3a7.5s ENE J) �NEw[ zYF6 2 c 6 \ / I ' 398.03 I RIN MAN. E ( 9154 x T 398.03 Ibm . 39.03 I 1 6 ' $S STUB1 ' CLER A 1 I J396.4&. 1 _ I SrA. 1 +61.7 _ _J I BACK OF W �AT_fL020 ft /ftl SI T/y 5+5318 g 4 EL � �/` {/ / 436 oFf. 15.2 Q t I--C sv�ict LaCA1LQN3 IOEE' �9& 1� •--3�• OF. Lt+ _ •'' LD C7 / ! / LAWN C 7.3 L I c -- 1 ! III AT SURFACE ( \ LAWN - - - - - !- - - I 3� j - - 300 0' - - Z E SS STUB - -2 PS LF tY -- f cl - ■� \ toa:-F 8'- SEE t Qcit � � .�{{ \U � N 01'0,'53' E 9 = \ ,}, @ 0.006 Fr /FT r FF 3 !��' /%l END. i" IRON PI vet ty� LAWN SSPdFI / ACCEPTED POSiTI N X39 �' ' RIN= 395.28 b 8\ �� NEW 5 Y{le 3. YJC t i V- 369.88 \ A., `rym = C�. \ RIM c 3 . 19 Yrr L NN.1 Y8' rfPE 12 'Alm a 396.60 : 36 29 R,M [3". 4e a 390.30 IL.E. / S.f 3aF8.Y + So r.f /2.. A• Si 36.8 � � . i STA. 3 +"73.� ' @ o.olr FT /Fr F, ro.2 R - p \ or-F. 13.0 R oFF. 19.8 t , 87]3 -1$ TYPE 1 i Lift" (NATCN 4 L@ D. f[9 Fri( -r• cr _ •. 7 X k M7 OF \ \: . o 1 F . - t L a .O RENTON HIGHLANDS NO. 2 coo4Fr/Fr VOL .57, �PGS.92 -98 CORRECTION PLAT }) \0 \ \` \ 2 '` BLOCK 4. I KI KLAND AVE. NE /-§O HYD a /\ 1 ., / \ / /HV-A � -- PY, NA Q e G' W _ IN PM. Q ° CALL BEFORE You DIG COMPOSITE UTILITIES PLAN 1 -800- 424 -5555 SCALE: 1 " -40' FOR FIELD LOCATION OF UNDERGROUND UTILITIES GRAPHIC SCALE (wi'am') Z 1 imh - 40 ft 0 tE L.F E' (v 0.023 R {i 4 A1ZmJm 2 l a- n s�,nt i ssNtt RIM = 3215.25 P.IM= 383.98 IN V= 37,36'5 IN V- 376.78 -TYPE= c® RIM = 395.39 6012 Pr /Fr SSMN 0415 7T CONSTR0c76D RIM - 385. 39 ------- [•E. r 38L. Y9 SHEET NOTES 1. SANITARY SEWER BUILDING CONNECTION LINES SHALL BE 6' DIAMETER PVC EXTENDED TO 6' BEYOND BACK OF SIDEWALK AT 0.020 ft/ft MINIMUM SLOPE AND CAPPED FOR FUTURE EXTENSION. STAKE SURFACE AT EACH STUB END. 2 SEE SHEET 9 FOR PROFILES AND TYPICAL DETAILS. 3. SANITARY SEWER PIPE SHALL BE DUCTILE IRON (DI) OR PVC C 900. d 4. CONSTRUCT ALL SANTARY SEWER MANHOLES WITH 0.010 FOOT FALL THROUGH THE STRUCTURE 5. STORM DRAIN PIPE SHALL BE DUCTILE IRON (DI), CLASS 52, OR REINFORCED CONCRETE PIPE (RCP), CLASS IV, OR HIGH DENSITY POLYETHYLENE (HOPE) DOUBLE WALL SMOOTH INTERIOR BY *ADS, 'HANCO ' OR APPROVED EQUAL RCP SHALL BE USED AT ALL LOCATIONS NTH IaSS THAN 36' COVER. DI SHALL BE USED AT ALL LOCATIONS WHERE THE HORIZONTAL SEPARATION BETWEEN STORM AND WATER LINES IS LESS THAN 10'. SEE PROFILES ON SHEET 9 FOR MATERIAL CALLOUTS. LEGEND 0 CLEAN OUT ."_��m 81 I. SANITARY SEWER MANHOLE ��� t- / i�I _ f BLOW -OF 0 `►'vi- ' , •: FIRE HYDRANT vvv �j El - .�.a .y �Ti 19 ' 1 WATERLINE FITTING i¢ WATER VALVE 2� ROCKERY FACING WALL SANITARY SEWER PIPE 156 UNDERGPOUNT ' , ` STORM DRAIN PIPE c % + rrffzt7.�,:rri �Tr�. �!+rs���r - . -�'. �errae. ear•\ �{� '�Yf �4 �� ♦ A .I■<_�►�il `. A� a `1� it �t E.j 1R e-, It Iwo E SS MH A. 314}:93 40.2 r� ' ' 7 DIA ' 7 WO�Xi SET RAILROAD SPIKE E (NAT{ i cV = 396.33 OFF. 16._• N � % 399.3 SrA. +ao.v pp�� 5 �g REL Xti� a IN POWER POLE q4 PL I 4 1 I_ �` 62 \ Z F.F� 1 I I 8 I� e F. ( ISSg -$S NH 1� I f 39ff8� i� 9• F 6'ven ELcv = 3a7.5s ENE J) �NEw[ zYF6 2 c 6 \ / I ' 398.03 I RIN MAN. E ( 9154 x T 398.03 Ibm . 39.03 I 1 6 ' $S STUB1 ' CLER A 1 I J396.4&. 1 _ I SrA. 1 +61.7 _ _J I BACK OF W �AT_fL020 ft /ftl SI T/y 5+5318 g 4 EL � �/` {/ / 436 oFf. 15.2 Q t I--C sv�ict LaCA1LQN3 IOEE' �9& 1� •--3�• OF. Lt+ _ •'' LD C7 / ! / LAWN C 7.3 L I c -- 1 ! III AT SURFACE ( \ LAWN - - - - - !- - - I 3� j - - 300 0' - - Z E SS STUB - -2 PS LF tY -- f cl - ■� \ toa:-F 8'- SEE t Qcit � � .�{{ \U � N 01'0,'53' E 9 = \ ,}, @ 0.006 Fr /FT r FF 3 !��' /%l END. i" IRON PI vet ty� LAWN SSPdFI / ACCEPTED POSiTI N X39 �' ' RIN= 395.28 b 8\ �� NEW 5 Y{le 3. YJC t i V- 369.88 \ A., `rym = C�. \ RIM c 3 . 19 Yrr L NN.1 Y8' rfPE 12 'Alm a 396.60 : 36 29 R,M [3". 4e a 390.30 IL.E. / S.f 3aF8.Y + So r.f /2.. A• Si 36.8 � � . i STA. 3 +"73.� ' @ o.olr FT /Fr F, ro.2 R - p \ or-F. 13.0 R oFF. 19.8 t , 87]3 -1$ TYPE 1 i Lift" (NATCN 4 L@ D. f[9 Fri( -r• cr _ •. 7 X k M7 OF \ \: . o 1 F . - t L a .O RENTON HIGHLANDS NO. 2 coo4Fr/Fr VOL .57, �PGS.92 -98 CORRECTION PLAT }) \0 \ \` \ 2 '` BLOCK 4. I KI KLAND AVE. NE /-§O HYD a /\ 1 ., / \ / /HV-A � -- PY, NA Q e G' W _ IN PM. Q ° CALL BEFORE You DIG COMPOSITE UTILITIES PLAN 1 -800- 424 -5555 SCALE: 1 " -40' FOR FIELD LOCATION OF UNDERGROUND UTILITIES GRAPHIC SCALE (wi'am') Z 1 imh - 40 ft 0 tE L.F E' (v 0.023 R {i 4 A1ZmJm 2 l a- n s�,nt i ssNtt RIM = 3215.25 P.IM= 383.98 IN V= 37,36'5 IN V- 376.78 -TYPE= c® RIM = 395.39 6012 Pr /Fr SSMN 0415 7T CONSTR0c76D RIM - 385. 39 ------- [•E. r 38L. Y9 SHEET NOTES 1. SANITARY SEWER BUILDING CONNECTION LINES SHALL BE 6' DIAMETER PVC EXTENDED TO 6' BEYOND BACK OF SIDEWALK AT 0.020 ft/ft MINIMUM SLOPE AND CAPPED FOR FUTURE EXTENSION. STAKE SURFACE AT EACH STUB END. 2 SEE SHEET 9 FOR PROFILES AND TYPICAL DETAILS. 3. SANITARY SEWER PIPE SHALL BE DUCTILE IRON (DI) OR PVC C 900. d 4. CONSTRUCT ALL SANTARY SEWER MANHOLES WITH 0.010 FOOT FALL THROUGH THE STRUCTURE 5. STORM DRAIN PIPE SHALL BE DUCTILE IRON (DI), CLASS 52, OR REINFORCED CONCRETE PIPE (RCP), CLASS IV, OR HIGH DENSITY POLYETHYLENE (HOPE) DOUBLE WALL SMOOTH INTERIOR BY *ADS, 'HANCO ' OR APPROVED EQUAL RCP SHALL BE USED AT ALL LOCATIONS NTH IaSS THAN 36' COVER. DI SHALL BE USED AT ALL LOCATIONS WHERE THE HORIZONTAL SEPARATION BETWEEN STORM AND WATER LINES IS LESS THAN 10'. SEE PROFILES ON SHEET 9 FOR MATERIAL CALLOUTS. LEGEND 0 CLEAN OUT O SANITARY SEWER MANHOLE CATCH BASIN TYPE i ® CATCH BASIN TYPE 2 OR SO MH f BLOW -OF 0 WATER METER X FIRE HYDRANT X REDUCER 19 THRUST BLOC( WATERLINE FITTING i¢ WATER VALVE 2� ROCKERY FACING WALL SANITARY SEWER PIPE STORM DRAIN PIPE WATERLINE .-- �- SWALE • AS- %i La Se -MF STV6 1200L\ �w 39 RIM . 31aY. Q- • SS2-SS MH I•E b "Co)-383.j5 �38k5t (MATCH)913Y•2.'I IE 39;L@; -1576.71-1 STA. 51+75..827 OFF. +2:9136 10.21 L SD2 -CB TYPE 2 -487 �\ i RIM 380405 E - So STA. 511 9&99 9AL t4 TOP�38 3 OFF.1..5AL6.95 1 Nv -374. Itd V- 374.21 37 LF 8' 0 PVC SS 0 iL \ =372.3 ft/ft TOP -380.2 SS1- CONNECT TO INV= 375.54 ` EXISTING SS MH _ Eg37d�889 - - bb Oil y �- �'ry .... �tibd oa CONC. WALK � 3E3.3i 5 W 1G$- I&T n CONNECT TO EXISTING SD u" IE 373.63 (FIELD VERIFY) r.: 1 CB TYPE II TOP- 380.39 INV= 374.24 NE)i2" INV = 375.69 .W INV - 376.29 NW)8" MV= 373.59 N)24" STM- 373.09 2 -CONC. PLUGGED _ S t9� a s� SSMH RIM= 380.42 !NV= 369.57 Taylor„ Enginsering �,MM Conaultan�a 24224 S.E. 28th Street, Issoquoh, WA 98029 s e/IOM tel. 425 - 391 -1415, fax 425- 391 -1551 g - - -° REC0 ED COMPOSITE UTILITIES PLAN a FOR 9 PRO VA BY z wr#9 -.rp BY '••rf -'►e o BY 9/�, A VvwP -27 - 2 7Nt SCANNED OCT - 81999 1H/- 27ikoi (.4 27i>r•j st,ft., C) _ 2 7>'<b / % y .% 5 C. l/) SCANNED NO'1 - S 1959 FX LL #160 # _09-7%p