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Home My WebLink AboutS-318707gM � o N a �a z 2 Z v 3 5 0 z J In ry z w O Cf) U ry Z Q � Q mP n O 6 ��s .0 W m d z o c� o .'m U) 0 � Q a 3 w o 0 H Q � � D o w W a- m 0 0 O 0 W z z W o � z > O O r/ U Cn Eon Of � U o v Ld a- i 3 om N h o n� � v 0 o a Ci 1 1 y i u o 1+20 15 L;F t \� 1 1 �O LL Q \_ RIM 458.4E 6' IE 450.01 (IN) Q '' -- 6' lE 452.21 (IN)- j 8'YE.45204 (OUT) Z 8' IE 449.84 (OUT) V J 1-1-35 40 LF. ..r i i I 1 z 0 5 0 z J In ry z w O Cf) U ry Z Q � Q mP n O 6 ��s .0 W m d z o c� o .'m U) 0 � Q a 3 w o 0 H Q � � D o w W a- m 0 0 O 0 W z z W o � z > O O r/ U Cn Eon Of � U o v Ld a- i 3 om N h o n� � v 0 o a Ci 1 1 86 PAD EL - 459.5 PI 30 LF. PIP 4530 SSM. 40 1 1 I 88 r -. PAD EL i ' 4630 i 32 ,' 1 +35.071.5.46 RT ;1 1+20 15 L;F t \� 1 1 j Q \_ RIM 458.4E 6' IE 450.01 (IN) I 1 +35 28 L.F. j 6 /E 456.00 '' -- 6' lE 452.21 (IN)- j 8'YE.45204 (OUT) 13 +7 19 L.F. 8' IE 449.84 (OUT) N +36 60 L0 1-1-35 40 LF. ..r i i I lE 454.50 1 _0 _ ----- - - - - -- SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. 85 PAD EL 86 PAD EL - 459.5 PI 30 LF. PIP 4530 SSM. 40 87 I ` PAD EL - -' 461.0 i I I 88 r -. PAD EL i ' 4630 i 32 ,' 1 +35.071.5.46 RT � it 1+20 15 L;F t \� 5 +33.17, 2.68 LT j RIM 460.21 i RIM 458.4E 6' IE 450.01 (IN) I 1 +35 28 L.F. j 6 /E 456.00 '' -- 6' lE 452.21 (IN)- j 8'YE.45204 (OUT) 13 +7 19 L.F. 8' IE 449.84 (OUT) N +36 60 L0 1-1-35 40 LF. ..r i i I lE 454.50 6 IE'458.00 ` _0 _ ----- - - - - -- c 6, - i 6 1£ 4,49.50 I 1 1 II 0 -- w WA -, % iI 07 v e 8" IE4FC67 -( /N) _ - . •��.�� . �� 4 8" lE 444.57 (OGT) XSSMHI S 540 FLATTOP RIM 450.45 i 8 +92 18 .F. , 8" lE 444.30 (lM), : 6 /E 449. UO _ -.. MANHOLES TOP 6" SS SCALE: 1" = 40' - IrgD eL 453.51 � it 1+20 15 L;F t \� 58•, `. 6 IE 456.50 I - - - - - -- 0"14' RIM 458,M I I _ 90 i � 13 +7 19 L.F. BENCHMARK/DATUM, 3 +86, 35 L.F. PAD EL 456.P 6 /E 456.00 '�. ^a i i I 3 +62 A555. LF. 66 / 57 6' lE & :j,5 (l N) 8' /E 451.38, (OUT) _0 _ ----- - - - - -- - - - - i 6 1£ 4,49.50 I 1 1 II \.1� +53 33 LF.., I 6 IE 446.89 -- �,' �...1__ - \2 99 35 LF HORIZONTAL DATUM. HORIZONTAL NAO 83/101 L 95 4560 � ip 71 �449. ! NO 7E.- SEE SEPARATE WA7ER PLAN SET FOR WATER ` n aTY OF RENTON SURVEY COWTROL NETMORIC PAD EL 458 5 4+25, 16 LF Iuu1 MONUMENT 11852 STAMP NOT VALID UNLESS SIGNED AND DAM 1 3' BRASS SURFACE MONUMENT FOLIND - -456- I 13 +03 33 L.F. AT THE CORNER OF N£ 47H STREFT(SE 128TH ST.) AND 148TH AVE SE i I 1 i 18' - -- 6 /E 454.50 ,j _� SE C01 O' 97E' 6 _ °4, 7' 6 /E 446.66 59 i � PAD EL. 459.5 7BM -a' TOW OF 4-X4' CONC MONUMENT 56 , IRA iT H - -' "" _..... _ \12+92 19 LF., 0. - 1' PAD EL 455.5 'I - �I 11 - / ? ) 6 IE 449.0 70 � '^ - j : FINISH GRADf I CONTOURS TYP SIDE SEWER CROSSING TABLE _ - - _ . . 12+63 33 L. F. 6 /E 446.46 i1 ll 11 3t83, 16 L.F. / :6 1E 45600 - 10 I 1 I I S5 --,.t � �/ 12 +65 19 L.F. , Y 5 1 PAD EL. 455.0 r , 1 i , , PAD'EL 459.0 •, - ' - - I r I 6 /E 449.0 = t .,�; - EXISTING GROUND ' `I TOURS TYP �-� -r -- 3 +46 16 -OF / 6 /E 455 0 1 +42, 33 L.F. I i PAD Et =A530 f ? 6 1E 446.35 _ ,PAD EL 4525 1 �° 1 1 I 61 PAD EL 454.5 / i h h I 54 EL 458 FLATTOP.. - i i68`12t13.69, 4.75 LT RIM 457.65 r . , .?� -:: . , i 1 i.,...6 l 2 +96, 16 L.F./ /E 454.50 Lu _ - . 8- lE 445.55 (IN) I 8" lE 445.45 (OUT) 62 i i - - - -- - -- `. 2 +75, -75 LF. i CIO 11+92 19 L.F . 6 /E 448.50 ; i i PAS EL. 454.0 n 6 /E 45350 Uj - I t l ..... 1 1+62 L .: t 33 X.. ,'.I i I j \ PAD EL 452.5 1 - - -- III I • 11+59 19 L.F. lE 448.50 1 '. I N"-6r- I I' I� ` L _` J �•' i 66 «1 € ' T2, A. 76F /E 4 63 - i 'I j1 - - 1�w 52 `+ _ _ _ - - -- P.40 EL 456.0 -- - - - -�. o.,A / / PAD EL 453.5 _t '� ��. -� - 2 +08 16 LF. i 6 / 11 +05 19 LF.! 6 %E 448.50 I !452. /- I 10 +82 19 .F. 6 /E 448. 0 1 - V ` 64 I, `` 4 PAD EL 453.0, I i 1- N 1 +88, / 6; lE 451.00 I "64; % PAD 1 452.5 ' 110, \ 10 +a4. 32 L. F. D.I.P. 6 /E 44645 v -' i .... _ _ 51 z -- ----- --- STI�1 -�- SS H -3754w FLATTOP 10 +5691 558 LT RIM 450.15_- ,-' .._. .._- .1.... byti `.- ._.. ...................... ''' ��7TD' =10" "--..?. - .__ - w WA -, % iI 07 v e 8" IE4FC67 -( /N) _ - . •��.�� . �� 4 8" lE 444.57 (OGT) XSSMHI S 540 FLATTOP RIM 450.45 i 8 +92 18 .F. , 8" lE 444.30 (lM), : 6 /E 449. UO _ -.. MANHOLES KEY MAP NOT TO SCALE N `` 6 lE 45600 -- 3 TOP 6" SS SCALE: 1" = 40' pq0 EL. 4a1t 89 � it 1+20 15 L;F t \� RlM 457.76 8' IE 450.64 (lN) 93 8' lE 450.54 OUT) 6 IE 456.50 1111 46 =8' I I _ 90 i � PAD EL 461.0 BENCHMARK/DATUM, 3 +86, 35 L.F. LOT 61 6 /E 456.00 '�. ^a PAD EL 45H0 3 +62 A555. LF. 66 / HMZ MAD 83/101 _0 _ ----- - - - - -- 48 I PAD EL 460.5 1 1 1 II `� : PAD EL.460.0 .: PAD DEL 458.0 1 +85 35 L.F. 6 /E 452.00 \2 99 35 LF KEY MAP NOT TO SCALE N `` 6 lE 45600 -- 3 TOP 6" SS SCALE: 1" = 40' 2 +91.02, 7.00' LT � it 0 20 40 80 RlM 457.76 8' IE 450.64 (lN) 93 8' lE 450.54 OUT) Q LOT 53 �� PAD EL459.0 \ I 2 +72 6 lE 454'°° t 445.91 BENCHMARK/DATUM, e I 94 LOT 61 8ASrQ OF 6EANV&% PAD EL 45H0 Iuu1 HMZ MAD 83/101 _0 _ ----- - - - - -- 48 aTY OF RMMV GPS CONTROL NETxaW HOLDING a1r OF RENTCW MCWUAIEH7S GOR.jl85f \ 2ti1, 35 L.F. _ :BASE POYN77 AND GO.R. 11852 6 /E 453.00 PAD EL PAD DEL 458.0 1 +85 35 L.F. 6 /E 452.00 SHALL BE 48 70 UNLESS OTHERWISE INDICA7ED. HORIZONTAL DATUM. HORIZONTAL NAO 83/101 L 95 4560 � VERRCAL DATUM. PAD EL 457.0 NO 7E.- SEE SEPARATE WA7ER PLAN SET FOR WATER VEIPTTCAL- NAND 88 ` n aTY OF RENTON SURVEY COWTROL NETMORIC Iuu1 MONUMENT 11852 STAMP NOT VALID UNLESS SIGNED AND DAM ,' ,' 3' BRASS SURFACE MONUMENT FOLIND - -456- AT THE CORNER OF N£ 47H STREFT(SE 128TH ST.) AND 148TH AVE SE - 18' - -- 'IM A' SET RR SPIKE IN W, FACE OF U77UTY POLE 8' ABOVE GRADE ,j _� SE C01 O' 97E' 46 , _ °4, 7' f i � PAD EL. 459.5 7BM -a' TOW OF 4-X4' CONC MONUMENT AT NE COIR. OF SI7E z,yb. EL-519.13 45 70' lE 444.20 (OUT) '�' � - TOP 6" SS � 6 +24 L.F. � it 445.54 --------------- , - -------------------------------------------- .81' LOT 53 / 450.00 5 \ I _ -. . -.- 445.91 447.50 1.59' LOT 61 6 i6 /-45J.00 448.09 1.7' 1 50 49 48 47 _ P D EL. 453 0 PAD EL. PAD EL PAD DEL 458.0 z 2 SHALL BE 48 70 UNLESS OTHERWISE INDICA7ED. 454.5 4560 � SSMH 33 , NO 7E.- SEE SEPARATE WA7ER PLAN SET FOR WATER SIONAL E� PLAN AND PROFILE INFORMA77ON =x?as •v •si� 7 +91.11, 299,' LT I 10 STAMP NOT VALID UNLESS SIGNED AND DAM ,' ,' RIM 454.92 I 8 ' 1£..443.84 -� - - 18' - -- I lE 443.741(OUT) -- ,j _� 46 , _ _ i i � PAD EL. 459.5 / �° 1 45 0 / I;., SIDE SEWER CROSSING TABLE Fro e LOT / TOP 6" SS BOTT. B" WA CLEARANCE LOT 64 445.54 44635 .81' LOT 53 445.82 44735 1.53' LOT 62 445.91 447.50 1.59' LOT 61 446.39 448.09 1.7' rK Q 4 c. 2 uj v, V Cc � C 4Y V W LL v Q ti W i v � w as n g g a Z n\ zz GERALD F. BUCK, A/CP PRwECT MANAGER NICK A. MVGER, FRS PROJECT SURVEYOR REBECCA S CUSHMAN, PE PROJECT ENGINEER N07E• 1'l�:lAll ASSOCIATES PROJECT LANDSCAPE ARCHITECT 11814 115th Ave. NE IGrldand• INA 98034 -6923 425.821.8448 425 - 821.3481 fax 800.488.0750 toll free ww Anadasso wm APPROXIMATE AND MAY NOT BE ACCURA7E OR ALL 0 INCLUSIVE. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY LOCA7701V OF U77Ll77ES PRIOR TO a PROCEEDING W77H CONS7RUC710N, 3 Q 4 c. 2 uj v, V Cc � C 4Y V W LL v Q ti W i v � w as n g g a Z n\ zz GERALD F. BUCK, A/CP PRwECT MANAGER NICK A. MVGER, FRS PROJECT SURVEYOR REBECCA S CUSHMAN, PE PROJECT ENGINEER N07E• ,PEPPERY L COX, ASLA FOR PAD ELEVA7701VS SEE KING COUNTY PROJECT LANDSCAPE ARCHITECT ROAD AND STORM PLANS PERMIT AUZPO074 FIRST SUBMITTAL DATE: 4114104 SCALE: EM: 1' -4.0' W1.:N1 -- CA LLOOCA O OF EXISTING U77LI71ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURA7E OR ALL INCLUSIVE. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY LOCA7701V OF U77Ll77ES PRIOR TO PROCEEDING W77H CONS7RUC710N, A S C WASy by NOTE: ALL PROPOSED SANITARY SEWER MANHOLES z 2 SHALL BE 48 70 UNLESS OTHERWISE INDICA7ED. j1 I NO 7E.- SEE SEPARATE WA7ER PLAN SET FOR WATER SIONAL E� PLAN AND PROFILE INFORMA77ON =x?as •v •si� Checked f to City Stondards 10 STAMP NOT VALID UNLESS SIGNED AND DAM _ - _ 4 D 0 JOB N0. 01-159 SHEET N0, 20OF 33 00 Q 2004 TRIAD ASSOCIATES ,� ` -C Cr.AtiNEn nrT n A �t�edr