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Home My WebLink AboutS-298403PHASE I PORMNS SEC. 16, TWP. 23 N., RGE. g T� -�"A-V - _- _ OPEN SPACE a " U) zlfz i 244 / TRACT F r 2541f _ -��1' f j 259.21 Z6R �i7.68 z ,Stk ;f? /fr -_ ° ik x i 2624 y' / OPEN SPACE 11814115th Ave. NE s 23 to . IOdd nd, WA 980 348923 W UTILITY 5P2844 LT SCALE:1" = 40' 42s 821.8"8 U (d 25.'x.37 PT 3 +39: / i z PG = 5 =-5223 JG 0 20 40 80 425 821.3481 to I O1 l`k /iF x f S- } t ''� ;2�`A5'J i f 800488.0756 tollfree k •._ '1 ..' } , /u_ 280 wwxtnadassoc- W C/) 1% X235 si tN @_ 8` 4 /" 1 TN: f t .a_ s _ ✓ ! FT 252.66 Ld Al z A 270 0 EX GRAVEL FlLT 1 / Q > BLANKET (TYP) }� LIJ W V .1 I s' tz1 tk ' _ -260 Q ------ 234 ------ k l°4 k k m0- W Q 251.98 ,: 2+63.89V °y >s� _ k. 1, _ : _ 2J8.75 - -� r � �6 y '"%Ny6+70.44 NE 2ND P%y1kCE� J w w a r ; 264 ®� _ - �_ 250 4 11.07 ALLFy E C) W Gi 6" PVC 5/DE SEN£X 25385 c 5 _ 4 264.29 0 SEE TABLE 7NTS - : w sH= (T1?) 233 1 +zLDD 9'Af� r r : it\ iJ 251.41 '~ r y • Ar Ri g Q CV INT 2 +07,69 NE 2ND STREET W - 1 +0000 ALLEY E PT PG = 3 +46.65 { LOT � ' S /DE SEWER LOT'. � SIDE SEWER 232 1 +59, 25 LF. 6' IE 243.6 243 5+47, 37 LF. 6' /E 253.8 233 2 +76 28 LF. 6' IE 24.16 244 5+86, 42 LF. 6'. IE 254.6 234 2 +39, 29 L.F. 6' IE 244.1 245 6 +04, 41 L.F. 6' lE 255.2 235 2 +87, 30 L.F. 6' lE 2448 246 6 +26, 42 LF. 6' /£ 255.8 236 2 +9,% 29 LF. 6' lE 2455 247 6 +66, 42 LF. 6' lE 256.4 237 3 +37, 29 LF. 6' I£ 2463 259 5+46, 34 L.F. 6' /E 253.0 238 3 +47, 23 LF. 6' IE 247.4 260 5 +10,' 39 LF. 6' IE 251.7 239 4+06 23 LF. 6 IE 248.6 261 4+50 39 LF. 6' /E 2500 240 4+26 23 L.F. 6 IE 2502 262 4+30, 39 LF. 6' /E 248.9 241 4+86 23 LF. 6' lE 251.4 263 3+90, 39 L.F. 6' IE 247.5 242 5+06 23 L.F. 6' IE 2529 264 2 +41, 32: LF. 6' /£ 246.0 6' PVC SIDE SEWERS ARE STATIONED FROM NE 2ND STREET, EDMONDS PLACE NE AND NE 2ND PLACE 232 h SSM PT = 4 +08.69 ` ® T- 1- 4u.39, N07E: ALL EXIST/NG TOPOGRAPHY O 6.64 LT C Z PROVIDED BY M.A. SEGALE, INC W Q ' AND RINGEL AND ASSOCIATES IC-1 �� ,�G1 / I r INT 1 +00.00 NE 2ND STREET 'w O o' Fi : �Ok -{ I s w } - 2 +8041 FERNDAIF COURT NE Y+ a �I NOTE. ALL EXlS77NG /NFjORMAiION Z [� '9�� :'I ,x�� it FOR ER/ SSMH S WAS PROVIDED BY RINGEL AND ASSOCIATES Q y a E T"o`f r ' 1 do � EEXR. 7 - SIS6 M-H 6 o" I 'I h t � f 3 , C I o- w� z✓ �r `^' NOTE .• ALL PROPOSED SSMS SHALL BE 48"@ UNLESS OTHERWSE INDICATE D 5 s29"03 \ �• O N O y HORIZONTAL' DATUM: NAD 198311991 U NOR7HNESTECORNER OF SEC77O /16, TWN. 23N..1RGE BE. WM (CITY OF RENTON MON . j0612) AND THE WEST QUAR7ER' CORNER MONUMENT $ / OF SAID SECTION 16. 774E'. BEARING IS DERIVED FROM STATE PLANE It COORDINATES'. FOUND IN THE CITY OF RENTON SURVEY CONTROL m Q NETWORK AND CORROBORA TED By VARIOUS RECORD OF SURVEYS IN THE IMMEDIATE AREA. 270¢ . H j/ , 2 VER77CAL DATUM. NAVD 1988 oBENCHMARKS 1 ORIGINATING BENCHMARK: CITY OF RENTON MONUMENT 1612. - TOP OF MONUMENT IN CASE > i TERSE C7709 OF N.E. 3RD 3�AND EDMONDSS AVE. N.E. O ELEVA77ON Eli BENCHMARK 12 - TOP OF MONUMENT AT THE {TEST QUARTER - CORNER / EXISTING GROUND / -' + 1 OF SEC7/0 16, TWN. 23N., RGE SE., W.M. ELEVATION 31280.• 7f BENCHMARK I(3 - TOP OF 1-114- REBAR AT THE NORTHWEST SIDE / h \ OF A SET OF 6 POWER POLES. BETWEEN TWO RETENTI %- o a n y e 260r- 260 t _ -- - - - -- - / ti :OPCSffi F1Nl.91 0.0189 :. 3 + po ; N a v / N 127_8' P 1 01 0- 86:, 1 - - --- o k N a o. °`°° r , -• PVC 5� €_ ................. ...__ N 22 0 5 f SSMH 1.5 6 SSMH .36 0. TON.'z5{59 -TA° z5s.3s. 8' lE 249.68 ( /N) '; 6' I£. 251.23 (IN) . 1 8' 8' lE 249.58 (OUT) ' 8' IE 251.06 IN) Q 1B /E 25a96 ((WIj sa 028A� zr ........,.__....._., .w ..... - / / 61 '"8' PVC Sct1 Z I 146 PVC S -0 0138 I2 M - -- 2�r0 ..... ....._..._...I....._.__...s -... - ..._._._._. .. .. ...._.,._.__... __ . ._....�_.w --}._ . -.._ - .__6- 1E- 24d41- ( /N� - -^ -- : 24. 2 ~ n tr 73 _8* PVC 5= 0.0050 SSMH 504 TQ» z4s.4s EX SSMH ERI ` 76 60 ° I .SSMH 503 8' l£ 241.59 (IN) 248.11 € TOP 247 s2 8' IE 247.46 (our) Lu 8 /E 24324 ( /N) B' IF 2u14 (oU7) ' PROF/LE SCALE 1'= 40' HORIZONTAL z< 3 Q Lu Q PRO1SCf SORFRYOR 2;" 8" IE 239.48 (IN) 27" lE 237 94 ( /N)�jrA(�eA. 27" lE 237.84; (OUT) 8' IF 2J9.38 (OUT) Q y Q oftis - -:ZZI Q QC FIRST SDDIUTrAL DATE: 3 120102 AD3ISr RIM TO 24752 NE 2ND IS TREE T' NEW 8' lE 238 -02 (IN) EDAf 0NDS 'PLACE NE a - 232 h SSM PT = 4 +08.69 ` ® T- 1- 4u.39, N07E: ALL EXIST/NG TOPOGRAPHY O 6.64 LT C Z PROVIDED BY M.A. SEGALE, INC W Q ' AND RINGEL AND ASSOCIATES IC-1 �� ,�G1 / I r INT 1 +00.00 NE 2ND STREET 'w O o' Fi : �Ok -{ I s w } - 2 +8041 FERNDAIF COURT NE Y+ a �I NOTE. ALL EXlS77NG /NFjORMAiION Z [� '9�� :'I ,x�� it FOR ER/ SSMH S WAS PROVIDED BY RINGEL AND ASSOCIATES Q y a E T"o`f r ' 1 do � EEXR. 7 - SIS6 M-H 6 o" I 'I h t � f 3 , C I o- w� z✓ �r `^' NOTE .• ALL PROPOSED SSMS SHALL BE 48"@ UNLESS OTHERWSE INDICATE D 5 s29"03 \ �• O N O y HORIZONTAL' DATUM: NAD 198311991 U NOR7HNESTECORNER OF SEC77O /16, TWN. 23N..1RGE BE. WM (CITY OF RENTON MON . j0612) AND THE WEST QUAR7ER' CORNER MONUMENT $ / OF SAID SECTION 16. 774E'. BEARING IS DERIVED FROM STATE PLANE It COORDINATES'. FOUND IN THE CITY OF RENTON SURVEY CONTROL m Q NETWORK AND CORROBORA TED By VARIOUS RECORD OF SURVEYS IN THE IMMEDIATE AREA. 270¢ . H j/ , 2 VER77CAL DATUM. NAVD 1988 oBENCHMARKS 1 ORIGINATING BENCHMARK: CITY OF RENTON MONUMENT 1612. - TOP OF MONUMENT IN CASE > i TERSE C7709 OF N.E. 3RD 3�AND EDMONDSS AVE. N.E. O ELEVA77ON Eli BENCHMARK 12 - TOP OF MONUMENT AT THE {TEST QUARTER - CORNER / EXISTING GROUND / -' + 1 OF SEC7/0 16, TWN. 23N., RGE SE., W.M. ELEVATION 31280.• 7f BENCHMARK I(3 - TOP OF 1-114- REBAR AT THE NORTHWEST SIDE / h \ OF A SET OF 6 POWER POLES. BETWEEN TWO RETENTI %- o a n y e 260r- 260 t _ -- - - - -- - / ti :OPCSffi F1Nl.91 0.0189 :. 3 + po ; N a v / N 127_8' P 1 01 0- 86:, 1 - - --- o k N a o. °`°° r , -• PVC 5� €_ ................. ...__ N 22 0 5 f SSMH 1.5 6 SSMH .36 0. TON.'z5{59 -TA° z5s.3s. 8' lE 249.68 ( /N) '; 6' I£. 251.23 (IN) . 1 8' 8' lE 249.58 (OUT) ' 8' IE 251.06 IN) Q 1B /E 25a96 ((WIj sa 028A� zr ........,.__....._., .w ..... - / / 61 '"8' PVC Sct1 Z I 146 PVC S -0 0138 I2 M - -- 2�r0 ..... ....._..._...I....._.__...s -... - ..._._._._. .. .. ...._.,._.__... __ . ._....�_.w --}._ . -.._ - .__6- 1E- 24d41- ( /N� - -^ -- : 24. n tr 73 _8* PVC 5= 0.0050 SSMH 504 TQ» z4s.4s EX SSMH ERI ` 76 60 ° I .SSMH 503 8' l£ 241.59 (IN) 248.11 € TOP 247 s2 8' IE 247.46 (our) 8 /E 24324 ( /N) B' IF 2u14 (oU7) ' PROF/LE SCALE 1'= 40' HORIZONTAL z< Dave D i Hut, PE PRO1RCf ]GNAGffit <�ADLE1'T. FREEMAN• IS STAMP NOT VALID UN = SIGNED AND DATED � PRO1SCf SORFRYOR 2;" 8" IE 239.48 (IN) 27" lE 237 94 ( /N)�jrA(�eA. 27" lE 237.84; (OUT) 8' IF 2J9.38 (OUT) ;CLAY A Look RE PRDIECf SNGRIDERR - -:ZZI M7REYL COX AMA PROJECT LANDSCAPE ARCDITRCP $ 8 FIRST SDDIUTrAL DATE: 3 120102 AD3ISr RIM TO 24752 NE 2ND IS TREE T' NEW 8' lE 238 -02 (IN) EDAf 0NDS 'PLACE NE SCALE: eo®z..1' =40"- - JOB NO. -022 4 A' LOo vP of wggk 4Jr a N N N N N N N e N N N ^ h N N N N SMT NO. 16 OF 25 $ w, 'J 310NAL4G~$� +00 2 +00 s +oo 4+00 5 +00 6t�.�, +oo 0)2002 TRIAD ASSOCIATES U EXPIRES 10/22/02 $ 0111,213 n tr 73 _8* PVC 5= 0.0050 SSMH 504 TQ» z4s.4s EX SSMH ERI ` 76 60 ° I .SSMH 503 8' l£ 241.59 (IN) 248.11 € TOP 247 s2 8' IE 247.46 (our) 8 /E 24324 ( /N) B' IF 2u14 (oU7) ' PROF/LE SCALE 1'= 40' HORIZONTAL Checked for Compliance to City Standards STAMP NOT VALID UN = SIGNED AND DATED 8 2;" 8" IE 239.48 (IN) 27" lE 237 94 ( /N)�jrA(�eA. 27" lE 237.84; (OUT) 8' IF 2J9.38 (OUT) 1 �= 4' VER71CAL - -:ZZI $ 8 AD3ISr RIM TO 24752 NE 2ND IS TREE T' NEW 8' lE 238 -02 (IN) EDAf 0NDS 'PLACE NE NE 2ND PLACE - JOB NO. -022 a N N N N N N N e N N N ^ h N N N N SMT NO. 16 OF 25 $ +00 2 +00 s +oo 4+00 5 +00 6t�.�, +oo 0)2002 TRIAD ASSOCIATES U A 0 0111,213 SCANNED'SFp ' 4 7Qf17_ S =`I ' �•.�k' 1. ,.its r .