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Home My WebLink AboutS-32460CREVISIONS n U ° 07 z h C) � O Z .9 0 a0 C0 [L oZ F Q ooa nmga a- m r¢ Fco I- �Q�Z L n F a � r N Z�W Q Z m a� 3 oN LL Z O 0 0 N.- N Y t a �Z _ -5w "U Ir �c c° v � \E E ov a� <8 D F s o Yg •- � zo 410 'JI I N Z! w e 1 a wwl4_?7 MATCH LINE SEE SHEET C26 SEC. 15, TWP. 23 N. RNG. 5 E., W M. -•• - - - - -- -T- -- -- -- rh, - -�- -------- - - - - -` - - - - PAD 402.0 _ L I J t 1. ?• I I. = = P -AD Ot 0. 0171, S9 r -� _= INV. I I I it I 10 395.0 PAD = 40tO INV PAD 57400. / 6 Ty.iYR I 6" PVC.,. I ! . / � � „-I � � 334.0 A S= 0.0200 L ! / I SSMH No. 6 I - --- - - - - -- MIN. (TIP.), RIM = 399.i9 3 .v2 A.S.I ,1 PAD = 398.OI I <I ' - - - - I IE 8" (OUT) SW �3s1:e9 31�•I6,/A•1&. I I 1 <\ - - - - -- a IE 8'" (IN) E _ �a3390. W,I6. IF-6"4Iay-LNW =/3 s P. e'. I I 1 INV. = I 00 LOT 12 I I 1 _ I 4,901 1a = 1 1" WATER METER I I 1 STA. \ I 1 SEE NOTE I I I 1 PAD ' 400 0 1 _ SSM�i \Np ) . 5 ( TIP. �$Ei 1 398:$,} 378.z2,1y I I i 1 PAD 397.0' D' R l \ -389 93i I PA .99.0 ' - `iE\ 8; •t(QU�T) S - 389. 71 A.Ys. 'INV. = I. _ I _ IE 8 (IN)•5NE = 391983 38RI ZI 4•ta• I 391:0 GIN) N+� = 39eea 3a711J 21wa.e e I / - \_ 1� bbl T 15� I LNV. a STA.' 18+55.69, 12185 L �- a 51 / 1 1- 8 " \45' BEND (nJ y 9370 MIN. TYP. ci \ \W/CONC. BLKG .,41LF,8 ° /D.1 ./ § i• '• 1 , / � m. �182LF1c8 D. \ \ PAD 399,0 / / 393.0 � °� \ r 3x I m - STA. ,18 +21.40, 2.49" !\ I' I� f z98 5 LF8 _C a4a�I 1 m e >. 1'178" 45' BEND (MJ) xa Tx S �J' A. + _.` R. rpm •. T` 4g 1 i ; GONG. B 7- -/ _ / _{ - _:B 61 •B END CUR+ /, ra: �a, mxs.. :. m -- -- 1" WATER METER (TIP. SEE NOTE) _ I, , -/ -� /- - _,,>; - `� \ \ \ - �` - - - - - 1 0 \ , -INV. `:A \ \' - ` \ 13 `- 7- �- \\ \ \.'� I A. e INV. INV. \ PAD = 4W.0' � X92.0 - -i : I ,� / .:_ - - - '. -393 0 ` �-. i IN.VT= , I �:. I . { 1 I INV. - 1-39.1_0 _ _ -I 1390.0 1. . F / I -__ F391.0 1 STA: 16+i7i7 42 31 L 1 v - 1 -r , 9 I I I / l I 1 1 I I 1 6" co No. 2 17_ t - - - - - �6LF s, 1=vc / ; I 17 / 1 I 18 1 19 RIM - 39-7.-69- _ - - - I E - I - 1 - � _ - 1- �] �.S-SL S 002110 i I PAD =. 39/7.0 I, I 1 - PAD - 397.0 I P D =. 396.0 IE 6 "'= 39173 - -- I I_ I'' I _ 1` _ - 32LF 61, Pw - - _ _ oz= SSSLS=oD2110 --- - -- , 1 - - - - - -- I- -I -P7f0 y398:0 I - -- - -- = = - =- -�-1L 16-- _------ - - -1 -i S4A. 18+17.15, 20.3f�. IN - 6 CO No. 1 ------14 - - . - -INV. - I 15 1 RIM - 398.60 -I PAD = -398.5 I I PAD = 399.0 cl 392.5 I - 1 6 --F-39 I_ ' 1 - I J U J � � a O 405 BASIS OF BEARING z.. STA. 18+ ....,. ...,.. ... 1 -8" 45` BEND . M .. q� 400 W LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES A \ W/CONC. BLKG.. / \ .... ..:..:........ ...... .._...... ._...... _ ..:.:.. /r - ...... ¢ :... .....__...:. .... ..... p N W N FFg AT THE STREET INTERSECTION OF NE 4TH ST AND 148TH AVE, SE, U U } WHITMAN PL N.E./ RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN ' m 395 W W /GONG BLKG ®� BEFORE:EXCAVA'710N :. INSTALLATION OF WATER LINE THE SEA LEVEL CORRECTION FACTOR OF 0,999981824 AND THE GRID SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID F- z w F-- w W 4 N n p „°pj: EXISTING fn II -i 390 J v~e 00 ........ U ....._. .... 0 w 0 w z i_ U '00 J Oi 00 > s > Of 385 'JI I N Z! w e 1 a wwl4_?7 MATCH LINE SEE SHEET C26 SEC. 15, TWP. 23 N. RNG. 5 E., W M. -•• - - - - -- -T- -- -- -- rh, - -�- -------- - - - - -` - - - - PAD 402.0 _ L I J t 1. ?• I I. = = P -AD Ot 0. 0171, S9 r -� _= INV. I I I it I 10 395.0 PAD = 40tO INV PAD 57400. / 6 Ty.iYR I 6" PVC.,. I ! . / � � „-I � � 334.0 A S= 0.0200 L ! / I SSMH No. 6 I - --- - - - - -- MIN. (TIP.), RIM = 399.i9 3 .v2 A.S.I ,1 PAD = 398.OI I <I ' - - - - I IE 8" (OUT) SW �3s1:e9 31�•I6,/A•1&. I I 1 <\ - - - - -- a IE 8'" (IN) E _ �a3390. W,I6. IF-6"4Iay-LNW =/3 s P. e'. I I 1 INV. = I 00 LOT 12 I I 1 _ I 4,901 1a = 1 1" WATER METER I I 1 STA. \ I 1 SEE NOTE I I I 1 PAD ' 400 0 1 _ SSM�i \Np ) . 5 ( TIP. �$Ei 1 398:$,} 378.z2,1y I I i 1 PAD 397.0' D' R l \ -389 93i I PA .99.0 ' - `iE\ 8; •t(QU�T) S - 389. 71 A.Ys. 'INV. = I. _ I _ IE 8 (IN)•5NE = 391983 38RI ZI 4•ta• I 391:0 GIN) N+� = 39eea 3a711J 21wa.e e I / - \_ 1� bbl T 15� I LNV. a STA.' 18+55.69, 12185 L �- a 51 / 1 1- 8 " \45' BEND (nJ y 9370 MIN. TYP. ci \ \W/CONC. BLKG .,41LF,8 ° /D.1 ./ § i• '• 1 , / � m. �182LF1c8 D. \ \ PAD 399,0 / / 393.0 � °� \ r 3x I m - STA. ,18 +21.40, 2.49" !\ I' I� f z98 5 LF8 _C a4a�I 1 m e >. 1'178" 45' BEND (MJ) xa Tx S �J' A. + _.` R. rpm •. T` 4g 1 i ; GONG. B 7- -/ _ / _{ - _:B 61 •B END CUR+ /, ra: �a, mxs.. :. m -- -- 1" WATER METER (TIP. SEE NOTE) _ I, , -/ -� /- - _,,>; - `� \ \ \ - �` - - - - - 1 0 \ , -INV. `:A \ \' - ` \ 13 `- 7- �- \\ \ \.'� I A. e INV. INV. \ PAD = 4W.0' � X92.0 - -i : I ,� / .:_ - - - '. -393 0 ` �-. i IN.VT= , I �:. I . { 1 I INV. - 1-39.1_0 _ _ -I 1390.0 1. . F / I -__ F391.0 1 STA: 16+i7i7 42 31 L 1 v - 1 -r , 9 I I I / l I 1 1 I I 1 6" co No. 2 17_ t - - - - - �6LF s, 1=vc / ; I 17 / 1 I 18 1 19 RIM - 39-7.-69- _ - - - I E - I - 1 - � _ - 1- �] �.S-SL S 002110 i I PAD =. 39/7.0 I, I 1 - PAD - 397.0 I P D =. 396.0 IE 6 "'= 39173 - -- I I_ I'' I _ 1` _ - 32LF 61, Pw - - _ _ oz= SSSLS=oD2110 --- - -- , 1 - - - - - -- I- -I -P7f0 y398:0 I - -- - -- = = - =- -�-1L 16-- _------ - - -1 -i S4A. 18+17.15, 20.3f�. IN - 6 CO No. 1 ------14 - - . - -INV. - I 15 1 RIM - 398.60 -I PAD = -398.5 I I PAD = 399.0 cl 392.5 I - 1 6 --F-39 I_ ' 1 - I 19+20 18 +80 18+40 18+00 17+60 ROLL 207 17+20 16+80 410 405 N U� W W 395 Lu z 39® U Q 385 FO4ei UX 20 0 10 20. 40 GRAPHIC SCALE SCALE: F= 20 TRACT A -. -.__ icc �:• -tIw /I II ma KEY MAP SCALE : 1" = 200' VER77CAL DATUM c w -f�ks CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' Me-& 111%"A I A rlV KING COUNTY POINT # REN.T1852: FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC. AT THE STREET INTERSECTION OF NE 4TH STREET AND 148TH AVE. SE MARKING THE NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M. ELEVATION= 454.78 FEET. SITE: SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE. SCALE : HORIZONTAL - 1 20 ELEVATION= 407.96 FEET. . i BASIS OF BEARING z.. STA. 18+ ....,. ...,.. ... 1 -8" 45` BEND . M .. \ -.:: \..... :.... ;.. € ...: ::: ... LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES A \ W/CONC. BLKG.. / \ .... ..:..:........ ...... .._...... ._...... _ ..:.:.. /r - ...... \ ... X .: m. \. z �. STA 18+21 40 2 49 L M FlLL AND COMPACT ROADWAI ...:¢ :. :.: .. .. Try. ....... ..:..... :_ . ... - ................. \. ..._ „ . e...&J)' h^ PRfSM FINISHED GRADE :... .....__...:. .... ..... apm o u AT THE STREET INTERSECTION OF NE 4TH ST AND 148TH AVE, SE, 1-8 45^ BEND v .TO FOR WHITMAN PL N.E./ RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN Ua DATUM OF 198311991 (NAD 83191) GRID COORDINATES WERE FOUND TO W /GONG BLKG ®� BEFORE:EXCAVA'710N :. INSTALLATION OF WATER LINE THE SEA LEVEL CORRECTION FACTOR OF 0,999981824 AND THE GRID SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID n'A ✓.. y N n p „°pj: EXISTING fn II -i v v~e z II ........ \ GRADE STA 46+80.45, FINISHED \ ... ;.R ....._. .... o Z U '00 J Oi ' - - - - GRADE END. CURVE TD 1. 247LF88 - �I c VJ CL ( MIN }EAR: W Z //��•• R LL A. Wu>¢0 0 mNW2 IL Jm0)0. - 36 MIN.:._: 6 CLEAR COVER ..- . m . z - Tj$ /8w 5824 �IW7i 41LF 8 ....D.l P .. 1571E 8 P_.VC Sig 8}g} Ddt7g 4$ Q v: rn ti SSMH No. $ ��o. RIM 3S9.H2 4�• a°: z Q. 06 - ,: �?M.. AS Ag /:Tf 9G 3S1 `/ 90 L z :. STA.:': ... mK ti d� > = 3'J9r19 o II IE 8 (OUT) SW 391 89 390 64 eSt�• ®rn " ¢v �; SSMH No.`. Q.. M RIM 3§8 83- - s98.24c .g 4 f5. z ¢ o d M oo Z ¢ IE 8 IN E - _39+ 19- ( }...... (IN) NW 3°3-f4• 390 99 6 Q_ 399: -73 0.•8 y > 4........ rn IE 8.:..(OUT) S.- :..38§93- :.389 67....... Z II -¢ > "� q...... IE 8 : (IN) NE -- '3QB-9 389 7.24• z „IE ^ q rn ...� ®ro -ti -..fin 2 - - o g..o q� IMF _ .._..rte• a f! N.... LOT 12 EXISTING sn nom: 8 B° (IN)_ 36 blQ °•BLOT Zia, ++ �N ¢ o ®�N n CENTERLINE ELEVATION_ 15 PROPOSED FINISHED ¢ n p CENTERLINE ELEVATION .... ._ .... ...... v- 2 v10. -rnb : : nN. : rnro. -N� OOi : (Vp ::: d'� :: rn!M. Ciro :: -7 VN• :. 0?0. �`!�: : iN : O0 rn� Opj 0/0�. m:^ pp r^ n0. a0�. .000 O �. .Op 00 0.�.. :� Vd. V'�. V'M t: �(o .0� .. O.q Off. 01:01 .O'q OOI .. 01 p1- �� : .tr7 r•OM -. .MM ::M� :: MM Mme. 19+20 18 +80 18+40 18+00 17+60 ROLL 207 17+20 16+80 410 405 N U� W W 395 Lu z 39® U Q 385 FO4ei UX 20 0 10 20. 40 GRAPHIC SCALE SCALE: F= 20 TRACT A -. -.__ icc �:• -tIw /I II ma KEY MAP SCALE : 1" = 200' VER77CAL DATUM c w -f�ks CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' Me-& 111%"A I A rlV KING COUNTY POINT # REN.T1852: FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC. AT THE STREET INTERSECTION OF NE 4TH STREET AND 148TH AVE. SE MARKING THE NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M. ELEVATION= 454.78 FEET. SITE: SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE. PROJECT NO.: 02054 ELEVATION= 407.96 FEET. 3 BASIS OF BEARING TRUE N O RTH. BASED UPON. GLOBAL POSITIONING SYSTEM GPS cd �! LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES A CCU . � . � CONV ERGENCE ANGLE OF 0058'30.28" COUNTERCLOCKWISE WAS � APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, o u AT THE STREET INTERSECTION OF NE 4TH ST AND 148TH AVE, SE, �T w A MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH, WHITMAN PL N.E./ RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN Ua DATUM OF 198311991 (NAD 83191) GRID COORDINATES WERE FOUND TO BE 180903.998 / 1316622.321 AT THAT POINT. THE INVERSE OF BOTH W THE SEA LEVEL CORRECTION FACTOR OF 0,999981824 AND THE GRID SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID n'A COORDINATES FOR SHOWN GROUND DISTANCES. A w %lrc . S EN6 NA L L8�05 EVIRES: MAY 6, 2007 PROJECT NO.: 02054 3 cd00 I1J C 0 g cd �! 0 3 � wo A CCU . � . � ZZ to .. Z � -3�Z_ N (n Z o u 0z0to 0 00 Lij f: C\l 11 �T w A gt=iL IL113:IL WHITMAN PL N.E./ i I r I w N> 0 �1 W N ALL WATER METER'S TO BE 1 " �stppl °ALFA'' 11A ,� _- eIN PROJECT NO.: 02054 3 DRAWN BY: aJGC Y-i ^ • rl � � cd �! z CCU . � . � • � � � W o u co �T w A bD to 03 WHITMAN PL N.E./ Ua N.E. 2ND CT i I r I w N> 0 �1 W N ALL WATER METER'S TO BE 1 " �stppl °ALFA'' 11A ,� _- eIN PROJECT NO.: 02054 3 DRAWN BY: aJGC 0 z SHEET REV.: 06 -13 -05 Q® 652460C rl cn W co WHITMAN PL N.E./ N.E. 2ND CT N W OD STA.19h50.00 y N SANITARY SEWER v J Q LL F o Z U '00 J Oi 02054SrI03 -C25 J NN TD 1. 0 a^ c VJ O 0) �o W Z //��•• R LL Wu>¢0 0 mNW2 IL Jm0)0. i I r I w N> 0 �1 W N ALL WATER METER'S TO BE 1 " �stppl °ALFA'' 11A ,� _- eIN PROJECT NO.: 02054 u o �1 ult T DRAWN BY: aJGC ISSUE DATE: 03 -07-05 SHEET REV.: 06 -13 -05 Q® 652460C rl cn WHITMAN PL N.E./ N.E. 2ND CT STA. 16 +50.00 TO STA.19h50.00 y SANITARY SEWER WATER S u I LT PER PLAN AND WATER UNLESS OTHERWISE NOTED PLAN AND PROFILE CHECKED FOR COMPLIANCE RECOMMENDED 02054SrI03 -C25 TO CITY STANDARDS FOR APPROVAL V� 84WDate BY: Date Dg BY: C25 N6Fklu.� �A&oµR% Date 6 /21 /DS SQVMLU ftlig2W7 ASS - i246OG SCANNED OCT 2 8 2005 1 CPJ , j - j 4t6o ? �y I