Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
zS-3165Set
�V O LL O� Z� et my S� 0 y ,2 4 cq 4 4 O U a� O gill 1n h o_ o_ u a m 0 W f; a O t o z fSn Cpl 2 a: N% h O a N � � U .O o d � o N h z Lv'ffl� SCALE:1 • = 20' 0 10 ZO 40 INSTALLED UNDER MILL /AMS AYE S `r/ ! cc J IE =40.45 t EX WA „ S£RV7C£ ( VALVES 70 REMAIN) 1 �q I ( MG11£1P MANN EYcTEIiS/QN RAISE 70 HATCH I (10 Bf RECONNECTED ID I I I _�1�� I l : f CITT PRQECT f#-Jf65) /SH QQADE REPLACED M41 is SERNCE LINE) (R7 R£MAMI) { tt INSTALL nR£ SLRWCE PRQpO / � 7 Gl ti I \ I EX SL V _ 'I I : j ��,' M I rnu ,1„ry ® I EX. GAS METER REPLACE W/ 7RAMC I I I I 1 I'L FXW" Lm 1,94 FR 4 N07F I. ROD% SUN OM MAROE LAC COM ECT1 M TO 7f1E ftWC STOMd DRAW SHAD. BE C1001WWATED WIN 7HE aTY OF RE7N701rs PROPOSED STaQM DRAW REPLACEI"T WWH WLL BE 001YS VED LNYm aTY al RE vmi PRaiEcr p -ewe. ME NOR1ME71LY AND SOUYWXY COMNECHONS ARE PROPOSED TO BE MADE AT FUM Q-111 AND FURM CO -12A, RESPECIMLY. CCAWC7KWS 94-W MEREOM REFLECT A TEWPORARY COAV EMW k t� MAY RE MADE BY SADDLE TEE TO 7111E EVS7M STM DRAIN srNMD PE MEW SMW 011 NOT NE OPERA 7X" AT 7HE TAME OF MMO M COAll 170AL Now cbawmYE LocA77ON OF ROOF DRAW 7MX#K 70 AMD FOUNDA70V WALL N07AFY E7NOY4EE7t OF ANY COMfiICT. :iAU7101V LOCA70V OF E)OSMVG U71UMS SHOMN IS APPRaUMA7E AAN) MAY NOT BE ACCURATE OR ALL 1NLYUNWE IT IS THE OWMAill AESPOAISAMUTY 70 F7E1D W59F ' LOCATION OF UTXJflES PRIM 70 PROCEEDN11G W7H CaNS7RUC7I0N. YOU MUST CALL 1 -800- 424 -55.55 NOT LESS MAN 48 HOLDS BEFG—RE S GM#MG MAVA77CW IINERE ANY UMDERQROtM U7ILI77 S MAY DE LOCATED. FAILURE 7O DO SO COUKD MEAN BEARNNG SUBSTANTIAL REPANP COSTS Che d for Com lion a to City Standards '� © 2004 TRIAD ASSOCIATES SCANNED OCT 08 -:-" 0[--,); w- '�C � �:z 4 a O U TRIAD ASSOCIATES 1914 11511 Am. NE KiAdwd. WA 98034.002:1 425.821.8448 425.021.3481 fox 000.400.0758 MR km 1wwAndem aemm Q W � 3 LL cc 441 U a O yN 9; 1■■ r a� $ FM A LOAM w b PROJ1f.T W®l 11IZ[i6T � I= YOnwm 01m JIJO104 o WAM- NEL'1 X20' 1M.N /A I W �p A. TO 9; 1■■ r a� $ FM A LOAM w b PROJ1f.T W®l 11IZ[i6T � I= YOnwm 01m JIJO104 � WAM- NEL'1 X20' 1M.N /A �p A. TO WA09j 10 � ab at v 25841 p rQ� `pg& G` ION AL EXPIRES 8/4i 04 ffm MIT VMD UNM SIGHED MD UTO m NO. 03 -183 �r Ho C4 DR 6 v 4 G a g 9 o 3 a ro I m ro w J Q s i 0 0 U S j n� w � a I� 3 O q �U1 pi U K > a ,o 34 rnW NW 1/4, SW 1/4, SEC 17, TWP 23N, RGE 5E, W.M. b H i i , g `j ' • I I o ! q' REFER TO LANDSCAPE e• l : I l a O � 1 : C�4 �}-��,_ ?., : PLANS FOR DETAILS A 4 e I{ 50 EX. SSMH (48 "BRICK c l W ii EX SSMH, (48" BRICK) S 9 q� PLANTER AREA DRAINAGEI a EX SDMH Z RlM 40.74 I��� I fX SDI 48" RIM 4201 j 8•• IF 33.89 PVCVC (> ) �II I c I 6 �E43686 CONC (SE) UNDERGROUND GAS 8' iE 35.30 D/ (SJ I �V II h Q dl 8" IE 3388 CONC (SE) F:, ,7TJ i 12" I£ 34.91 Ol (E,W) II 12P1E 307456 CMP (SJ R 12" IE 33.52 Dl (E 4V)° T/ �� .{ 15" IE 36.47 CUP (E PRESSURE REDUCTION PIPING 1 lE 3756 CM - - 7 -gyp8" IE 36.47 CMP (V) (TO 'ED)p pQ -.. - F c T'_. .. _ - A - - _ �. SL I m .y 751. -. _ -ri O -FOs CFO- .FO� -' °' - --ra �' -TD °F_ -0- P- tJ� -P - �P - -per SL V° L -.y0 ^T �F0-�. I. - Sf_ d 1 .��.®. c_E ,• T - - - - c- _ °c = c- �i= °� - =c` - G.� - G__ " " ..� W. - "- -t�y-- 6• W �y •• ^ V_- p0 -__ -FO S� - FO_---- FO_- - - -FC- --`FO- - -FO- - FO -_ FO _FD- __-- FO -wV� 1F0.. _ LO _ �-MH ra I £X 3 PVC �+ e9 p!/� �+ C y 7 £X 1 -7/2 WATER - ry - ` - - G - -I--J - - - ..� i IE -39.99 S. 6IlLJ J.��C E / _ _ /�/ METER ADD SERVCE ® ' �= 72 12 ••�_ -- I _� - -_55- - -12 •• -- -SS -._ --- -_12 -_ SS_ -T- 12 (70 REMAZfy�)__ - -55_. - _ -12 =- --III- I,Scr -12" - SS --t � I ti I UNKNOWN STEEL CONTROL . I FI / X 5.3 RICH T� l INSTALL 1-1/ I 4 r / E6" wATR CITY OF SEA7hf.:C DAR Rl R. PIpELI•N -SD -- POSTS- `:rDg- - SD - - -- 781 --1 -i 7 - - -Sp_- - -I •__ - SO_ -�- 75•_- '�1•- .SD- y_....p _ 75 -SD _.p -7�` -�� _.Sb - -_15•- �-yV I __42 -• Z- PI O -- °rW _ - - -_T - -TV�E TV 7 -- ( -TV TV -- -N -- -TVA- = N- TV TV - Z _. - 7!V r-j vus..��I T� - -- ®� °✓=�J � -� -..: -.:P 40 I 1I' \, SLV JB, ®LVSL .`� i. T' - SC P -..�': T 2- 9. �O '1' p \�\\\��-��\� \ \ \ \ \ \ \ \ \ \ \ \ \ \\\ -6 ^ul --tSD� - .,� \\ -- X15 -- rc�:w., 42 ^5 ' ( I: _A �_ . ........ ...... -...- �. EX. Cs rse TOP 39.96 tlJ 6•' IE 38.10 CONC (E) I I MW. (ADJUST TOP i0 ,1 ( l LIG}!7/NG' "'`- ,� 1 .:NEW UGNT °j _ I I• I _ { I EX CB MATCH FINISH_GRADE) 1 (. _ I , 'T� N W =lJGHT ,I'sP • II : ! I ' TOP 1.36 t , I I I .,'1 6" LE 39.66 CONC (W) EX. C8' \ ='a POLE i CB ryl TYPE / I I I 1, I _ , - - ii y a • 6" IE 39.66 CONC (E) {� EX CB EX TRAFFIC CONTROL BOX TOP 47.14W OIL EJ li I O• I 2 TOP 39.88 `U` " " I 134 -..I RETAIN LOCATION AND - -6" IE 39.54 CONC (E) t �' \ \\ \ \ \ \\ SEPARA7D77 PER' 573 m I +,i W a I I i, - REPLACE W77H CBD VEI75 /ON) b\' 6" lE 39.53 CONC (N) EX. CB 6" lE 3768 CONC (W) -I . -1 I0. \ 3'..® TTJP, _ _ _ I I �: TOP 41.37 6" lE 3768 CONC (NW) dl I �il 8` lE 37.74 DJ. CONNECT BUILDING ROOF GRAINS -: -:.1 !n, !" 7 \ Y "" -'3 1 : -.: ! 6" lE 39.65 CONC (E) - ' -s? \ .:gy1 EX ?3 lE' -°dBB• 0.5 A - :I \ • -I - - �11 I I I O I ; _ -. SEE NOTE 2, 7H /5 SHEET I .'off I I �A �G}y G ATtA .;a �� 4 Y b 6FlRl_; SL :I I - _ - '°�'..° 6" IE 38.84 CONC (SW). ,I SG 6" IF 39.15 CONC (W) `\ 17•-8•D.L 0200.E +I..I : I I EX. GAS LINE . ®1 I, l .. ` }} ;� 7 r. '\S ,� e'.� •.I. i'. ` LV CONNECT BUILDING ROOF`DRAWS, (TO BE REMOVED OR RELOCATED TO 1 I' I' \ l $ �: ` n _ , • 1 "'-_' SEE_ N07E 1.- m/s;sHffT)- 'AVOID - CONFLICT W/-NEW- BUILBINa ` .. • , 1 i I ;3II.. ; RD - COORDINATE W/ PSE FOR GAS LINE �I 4 3 V .,, " PBEATERiSE CE LINE s t I :' V II - I I i I I I ; �- I \ REMOVAL OR RELOCATION TO MAINTAIN mi'- S£PAR'A -TE PL ING ' SERVICE 7L7 EX. BANK BUILDING AND ml � f I EX. BUILDING TO THE SOUTH.) EXISTING WATER MAIN Q INSTALL NEW 5 /OE SEVER LATERAL 1 I I I I SOCQ I I �� \ •� i; py `v y '�. N'£IY LIGHT II.,F :I . I I: TO BE RUBY J I I 1 TOP 43 60 I I W LIGHT s' ""'" e." PACE - f o I 11, OTHERS REF. CITY d'eww - NOTE SOME BUILDING DRAINS ARE I I - ` I I \ "I` I: 1 OF RENTOK PROJECT - tlJ 4 TOO LOW TO DRAW BY GRAVITY Ip 1 1 I I 6 IE 40-82 I I OLE \ ,.: ; I o ® TO THE PUBLIC SEVER. REFER v i I { 3 t NEW BANK REFER TO LANDSCAPE j I I \ :.,T ;y .lYp .. •N°� :r s [ .m I W ,¢'29BB TO BUILDING SEWER NOTES ON R I I m I INSTALL 6` SIDE SEVER FACILITY PLANS FOR DETAILS OF I` ?\ 4^\3 : �P Q SHEET C6. I; \ CLEANOI/T. SEE DETAIL, PLANTER AREA DRAINAGE y I.. \r ? , 6 1£ r ' y I III I (z STORIES) 1 <x \ (4 I( .ff :' 1 I j Qa I SHEET C6:- -.,, 22 -6" D.l. ®200% : BUILDING I 1 FF=41.50 S000 \ 91461 vt YODX I �w G I 1r Iti`' PROPOS@ �6kzl�Ey'�g �. ryi' CONNECT,*BUlED,(NGROOF E I ��~ I I`�J \ U EX WATER METERS 6- IE 4138 I 41 ` y . v' 4028 " \° a. A�A7N_ DE S FIELD v�R,r 1 i I (' TO BE REMOVED UNDER R ) `� •" �* ` �' .!• �,. . _ , i�J ,aYD SEPARATE CUT ANL7•;'AP PERMIT) EX. POWER VAULT AND s � a,>f • - U 6• , (�O S -T I DOMESTIC --VA7n R METER - _ELECTRICAL JUNCTION 80X- -{ S 3 'PVC -- r- •� -1 --- j r. (TO BE RELOCATED) EJB •° \ O lR N N OL E• • I- I 13': I -°j INSTALLED UNDER 61YLUAMS AVE S ` - P EX. VICE VALVES 70- REMAIN j 1- j� r pp �- IE= 40.45 I I �'a WATER MAIN EXTENSION RA /SE TOP TO MATCH _ TO BE RECCONNECTED'. TO - `X EJ l I • : I I _ I. J. s 4 I I (CITY PROJECT HIV- -3165) PROPOSED FINISH GRADE F ( REMAIN) 9 F � S 1 I I I CD INSTALL FIRE SERVICE G +��" REPLACED WATER SERVICE LINE) PTO I �I I _ I 1_ e - • -\ Q IN,- PROPOSED IRRIGA7701V _ SL• I I I I CONNECTION ,W/ DDCVA IN BLDG F CONTROL VALVES =�' I EX GAS METER G (REPLACE W/ TRAFFIC I, •I I 1- _ I I WM ° l PfR C/TY G4�4U /REMEN75. REFER y'h �' - (TO BE RELOCATED. REPLACE . BEARING WIT AS TO FZE SPRINKLER PLAN. SEE z SERVICE LINES.. AS REQUIRED) AND ADJUST TOP TO V' - DETAIL,' SHEET C5. I POTENTIAL LOCATION FOR FINISH GRADE. I I I V NSTALL ALL MOUNT FDG PROPOSED GAS METER I I ELECTRICAL SERVICE VAULT Ipl I I - D RE R FIRE SPRINKLER PLAN. LOCATION TIP NEW LIGHT PIV I I W INSTALL. PST INDICATOR VALVE 1/�1ICH ORYN Ary :, t �"6 POLE FIRST SAVINGS Lj�1 III II 2' FROM F CE OF BLDG SEE r� 42•x- UB) "-, e, EX 'SEWER SERVICES SAVING BANK OF I ^ I I I N j gg I MW I DETAIL ON HEFT C5. 6" /E 41.90 (AS) I //TD' POWER REN TON .POWER VAULT I• 1 ° ` • - -. ° ? ~ \` 6' /E 38°92 RELOCATE EX. TELEPHONE ti TO BE RELOCATED FF= 43.50 13 4c I e I -' \\ \ \\ \ 'SL I 4- SLOPED GUTTER RELOCATE EX. POWER VAULT / ''? L- 2 h y ''� v I I (I -j I UlTLIH7I/ S N G S- H REOEOT F ) DRAINSFl, -- JTOT- -NISHGRADEASREO DT 17'_6" D.L 0 2 0O OXMAT LOCON l E8TXO" P . / € C 4 4.03.2 APPR � OF EX CATCH BASIN - IE 4032 D.`)CowsJ IN `L m 'SLY I L EX BUILDING INSTALL 28 L.F. i1C0 -DRAT GV -?g `- _ z fi " H I I I ' �� \ PROPOSED YARD DRAIN /N OR APPROVED EQUAL - -. G d; 7`=2;; 8 ". - =SD - 8' "6- - - SD j -I-10- I I- I I I IL• I CONCRETE GUTTER. ROUTE TOP �4a28 AB \ k .I F 61L WATER SEPARATOR: OUTLET PIPE THROUGH 6 /E 4f- 8341.62 ((A9) I "I - : TOR :42..90(EAST k1M) : I: ` I - EX. SDMH, TYPE. II -48" BUILDING TO ROOF DRAIN PARKING LOT \ 8 IE 40.02 D! W ('I I TOP 2.91 RELOCATE EX. ELECTRICAL .I () =' o a 12 DISCHARGE 38.82 Ol W 0_ I II • DISCHARGE POINT LINES TO AVO70 CONFLICT \ '' �. F2 if 39;88 CMP (£) :.. 8 W }= -�n W I;'WM ()(OWE) - ° 72" IF 38.72 CONC S I, 1- -11 a v I I 1 W/ SHORING WALL \V1 ( ) C -1 �: I..- yD 12° lE 38.69 CONC (N) •, ,_ PROPOSED 12` WATER MAIN TO ` } r" I ", \ \\ \ \ \ \ \� \ \ \ \ \ \ \ \ \ \ \\\\\\\ \ \ \ \ \ \ \\ \ \\ \ \ \ \ \L\\ \\\\ "I; '1 x • o "� I- :I B.LADING I. Z 0 V) z a y y U t� SCALE: 1" = 20' 0 10 20 40 TRUC7ED cc WA 7ER y 2 FS MADE SSS. THE 4` v S AND 1 E' AiAN Ito BASED Q' 6T71/7f =C ITS i TRL D ASSOCIATES Ave- NE Kirkland, WA 980346923 425.821.8448 425.821.3481 fox 800.488.0756 toll free daxsce.aom L y o W, 2� �J Vi W 3 y N m A w �b x h � n RICHARD A. TONKINS PE PROJECT MANAGER LQVNIE E CARLSON, PLS PROJECT SURWOR RICHARD. A TONK /N$- PE PROJECT ENGDiEER PROJECT LANDSCAPE ARCMTECT BE CONSTRUCTED UNDER CITY ,I I p 4 EX CB -..- - ' i ti F _ I,�I e... - _ -- �� = 9681 N/A OF RENTON PROJECT fW -3765 111 I I , -- SL FM7 SURID'ITAL DATE 3/30 \ • it T TOP ,� (AB) 4 . Ij I SCALE, aae¢.:1' zo' I • . , NEW 6: IE � BIT 40.4 {�gAI � 3 I ? - I L V ° 5 ( -.;I .._ EX WATER METER �I.. y _ I, I 8• IE .7i `�P) E) i J ! (REPLACE VIA BOX AND COVER W17H II v - I ° LOCATION OF EX /SANG U77LIlIES SHOWN IS I r`� TRAFFIC BEARING UNIT AND ADJUST War APPROXIMATE AND MAY NOT BE ACCURATE �II I I I I N07E REFER TO STRUCTURAL DRAWINGS I I TO FINISH GRADE. SEE SID. DETAIL n I C6 B106 ON SHEET I - OR ALL INCLUSIVE IT IS 7HE AND GEOTECHN/CAL REPORT FOR SHORING I I ) I P I I i. \ , I I wv EX SDMH CON7RAC7VRS RESPONSIBILITY TO `FIELD 9 A. T WALL DRAINAGE AND FWNDAAgV DRAIN I ai I �. 4 0 7 I ( I 4" -- TOP 4J.00 VERIFY COCA AON OF DODOES PR /OR TO P F WA Ip II REQUIREMENTS AND LOCAAONS CONNECT , f �I �I 7D STORM DRAIN SYSTEM I I n I m s' lE J9.73 CONC (sE) PROCEEDING WITH CONSIRUC77ON o 0 7k ° I 16" IE 39.45 CONC (SW) rSD'_ I ®� 1ri.; - I I I I I I ( 'J E I -o I _ 12" lE 39:05 CUP (N) - - I II L I 4J YOU MUST CALL 1- 800 - 424 -5555 NOT �T z \� 0 II I i III LESS THAN 48 HOURS BEFORE BEGINNING s Ee4�9c,�v FH EXCAVA77ON WHERE ANY UNDERGROUND IST SIGNAL L'0 DIP SO CO S MAY BE LOCATED. FAILURE TO DO .It' \I_ j SO COULD MEAN BEARING' SUBSTANAAL o T N01E SIZE AND LWAAON OF FlRE I \ REPAIR COSTS E %PIRES: e/4/ Og \ SPRINKLER SERVICE TO BE CONRRMED BY I EX BUILDING RI SSMH II I y0 RX. 42.95 7 BUILDING MECHANICAL CONSULTANT. BUILDING I I 8" IE 36.82 CONC o 7 r \ SPRINKLER SYSTEM TO BE DESIGNED BY �. �\ I \\ CER77RED FIRE SPRINKLER DESIGNER. \ y Checked for Compliance to City Standards yTdiW NOT VALID UNLESS SIGNED AND DATED sil I m� JOB Nn. 03 -183 AS- CONSTRUCTED PLAN SRERT NO. /'► ,/ QQ Er - ( -- _ I I j C40FV II II I T II . Q2006 TRIAD ASSOCIATES pg:w- 316soSANN�Q 12606 5.3iisa2 01,12 I I 2 3 Q W zt AS- CONS77?UC7ED DOCUMENT J Q THIS AS- CONS7RUC7ED DOCUMENT HAS BEEN COMPILED AT 7HE REQUIREMENT OF THE CITY OF RENTON. 7HIS AS- CONSTRUCTED DOCUMENT INCORPORATES FIELD DATA GATHERED BY W ~ 77?1AD ASSOC/A7ES AND INFORMA77ON AND U FROM MARKED -UP PRINTS, DRAWNGS 07HER MATERIALS IF ANY FURNISHED BY TRUC7ED cc WA 7ER y 2 FS MADE SSS. THE 4` v S AND 1 E' AiAN Ito BASED Q' 6T71/7f =C ITS i TRL D ASSOCIATES Ave- NE Kirkland, WA 980346923 425.821.8448 425.821.3481 fox 800.488.0756 toll free daxsce.aom L y o W, 2� �J Vi W 3 y N m A w �b x h � n RICHARD A. TONKINS PE PROJECT MANAGER LQVNIE E CARLSON, PLS PROJECT SURWOR RICHARD. A TONK /N$- PE PROJECT ENGDiEER PROJECT LANDSCAPE ARCMTECT BE CONSTRUCTED UNDER CITY ,I I p 4 EX CB -..- - ' i ti F _ I,�I e... - _ -- �� = 9681 N/A OF RENTON PROJECT fW -3765 111 I I , -- SL FM7 SURID'ITAL DATE 3/30 \ • it T TOP ,� (AB) 4 . Ij I SCALE, aae¢.:1' zo' I • . , NEW 6: IE � BIT 40.4 {�gAI � 3 I ? - I L V ° 5 ( -.;I .._ EX WATER METER �I.. y _ I, I 8• IE .7i `�P) E) i J ! (REPLACE VIA BOX AND COVER W17H II v - I ° LOCATION OF EX /SANG U77LIlIES SHOWN IS I r`� TRAFFIC BEARING UNIT AND ADJUST War APPROXIMATE AND MAY NOT BE ACCURATE �II I I I I N07E REFER TO STRUCTURAL DRAWINGS I I TO FINISH GRADE. SEE SID. DETAIL n I C6 B106 ON SHEET I - OR ALL INCLUSIVE IT IS 7HE AND GEOTECHN/CAL REPORT FOR SHORING I I ) I P I I i. \ , I I wv EX SDMH CON7RAC7VRS RESPONSIBILITY TO `FIELD 9 A. T WALL DRAINAGE AND FWNDAAgV DRAIN I ai I �. 4 0 7 I ( I 4" -- TOP 4J.00 VERIFY COCA AON OF DODOES PR /OR TO P F WA Ip II REQUIREMENTS AND LOCAAONS CONNECT , f �I �I 7D STORM DRAIN SYSTEM I I n I m s' lE J9.73 CONC (sE) PROCEEDING WITH CONSIRUC77ON o 0 7k ° I 16" IE 39.45 CONC (SW) rSD'_ I ®� 1ri.; - I I I I I I ( 'J E I -o I _ 12" lE 39:05 CUP (N) - - I II L I 4J YOU MUST CALL 1- 800 - 424 -5555 NOT �T z \� 0 II I i III LESS THAN 48 HOURS BEFORE BEGINNING s Ee4�9c,�v FH EXCAVA77ON WHERE ANY UNDERGROUND IST SIGNAL L'0 DIP SO CO S MAY BE LOCATED. FAILURE TO DO .It' \I_ j SO COULD MEAN BEARING' SUBSTANAAL o T N01E SIZE AND LWAAON OF FlRE I \ REPAIR COSTS E %PIRES: e/4/ Og \ SPRINKLER SERVICE TO BE CONRRMED BY I EX BUILDING RI SSMH II I y0 RX. 42.95 7 BUILDING MECHANICAL CONSULTANT. BUILDING I I 8" IE 36.82 CONC o 7 r \ SPRINKLER SYSTEM TO BE DESIGNED BY �. �\ I \\ CER77RED FIRE SPRINKLER DESIGNER. \ y Checked for Compliance to City Standards yTdiW NOT VALID UNLESS SIGNED AND DATED sil I m� JOB Nn. 03 -183 AS- CONSTRUCTED PLAN SRERT NO. /'► ,/ QQ Er - ( -- _ I I j C40FV II II I T II . Q2006 TRIAD ASSOCIATES pg:w- 316soSANN�Q 12606 5.3iisa2 01,12 I I 2 3 Q W