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HomeMy WebLinkAboutS-031301�w \ O w - J O _l U — Q J cL 2i \ tow v ° Js" \\ z'° C3 u \ O V to O U— 7 W w a J J E w > s J>u) =z r w > 3 z --- N ✓ U O J U r w d 7 W GO m of w v w ° a g / g \ \ 1. Nq U w F O ¢ O m cr N o \ PS�N \� V L` � v J GO N a N m \ \ �, a \5 of 3 > > 6EN� �,O�G NO It wwr way m Y - V �-I J Q w J Q 17 LL, W F- N (7 W lY a 3. - \ a \\ ``� Op3°v LL >a \ O> r- O N N d. S � U- N— Q O— t N J m V V rn \\ .>' + a 7_ O N N N \ 1 W + v), o m — O L \S In Iz \ O• / / ?BELOW CR /DE //. 5 -PEEP \\ Olw j \ _ \ 16•• W PP MQ WM. O FtJG�\ G \ F7lT LV \y - / { PP BEGIN 12' CULVERT 24.E D.I. (TJ.) CL 53 -3pa' TEL SER CULVE CCU ERT a° N �r� 6 N/ \ _T___ I - -- v - I 4sW -- -- `L--- --.- ...- -- �W 61 = in _ 4W T - -- WATER MH. - r SEWER MH. C. B. - - -- M t 60 NEW NOTE• ITEMS CALLED OUT IN BOXES ARE -- PART OF LUMP SUM PRICE FOR 24" MAIN ' - 0 +00 1 +00 2 +00 3 +00 4t00 GROUND PROFILE FOR 24" WATER ZOO OF EXISTING ROAD - - - - - -- \ 8" SS- 357.5' 190 --LV.— D.I. (TJ) CL 52- 240' LADDER WITH SAFT CLIMB EXISTIING 20 8 PVC SS- 357.5' 0.0.04 S —-- SEWERMH.' 180 2"G 69 m _- - — ' TEL RISER N p 1 _ C20 °ST - -- -- GRAVEL DRIVE — Z�o__ - - -- O"Wr ° 20" G E N a - LI 6 _ ti -. 20 G WM N \\ - - - -- -2 0' G- - 2'0° G - El W. M. �° W.M. L. HP h CONC- WALK c 17'L \ W,� o o O LOWER EXISTING 16" 90° BEND 13 DRIVELT,' 1C /(5'8fiww6RAOd S.E.=/B3.531 /1.seccowc- 1 n TO (� ELEV. 174.46 w - ROTATE 221/2° .S. r IS3.�® S 0 U T \H\ IE = /B4. /3 G'OfEP „SpEEP \ N -Q zm o OII -F- Uo co +.z z z o- r�i'.z m - J \ LEGEND —G -- GAS �,. \ \\ t 59 TO 3t70 REMOVE 20" STEEL AS 12" D.I. PIPE IS LAID a w a ) w > o_ > ` •� __ WATER, EXISTING - - -� `WATER - D.I..'NEw SEWER, NEW ` \\\ \ \\ \ g z a w a m a w -- O CATC-H BASIN ' 4L m ¢ am a \ ct J w _j J g a a w — GATE VALVE ASSEMBLY W/ VAUL w o N F 0 w J a J F- n_- ❑ WATER METER N 1� a v v a o N m - - O - " ccnn= cr a MANHOLE _ N N x \ o o N o N 3 o N LL b \' o N 3 N T -- UNDERGROUND TELEPHONE m + -- NOTE• ITEMS CALLED OUT IN BOXES ARE -- PART OF LUMP SUM PRICE FOR 24" MAIN ' - 0 +00 1 +00 2 +00 3 +00 4t00 GROUND PROFILE FOR 24" WATER ZOO OF EXISTING ROAD - - - - - -- 1 r 1A I I I I I A[ I I I j I 25' X18, I -13-'- loi2 0. I it �1 to_ o , w w w 3 G, m Cj v a a 0 F J Q 10 a° z o _ m (41 PLACING�)DETAiL TALBOT RD. SOUTH OF 19TH SCALE: I "= 10 f_ ELEV. 174.62 AT 24" 45° BEND 200 19 or 180 1 170 150 1 i V 313 B I D SCHEDULE. III PROFILE —-- - - - -�. SCALE: 1" =40 HOR. • � C I T Y OF R E N T O N ?. DEPARTMENT OF PUBLIC WORKS =10 VERT t �. - TALBOT ROAD LID '302 WATER 8( SEWER PLAN GAREINER ENGINEERS. INC. - /'`/ "e�� OtOO TO 3 +50 CONSULTING ENGINEERS / PLANNERS / SURVEYORS Since 1883 �- _ c. TE._Ic 12 7 9._ I �r W 44 Arctic Building Penthouse Seattle, W11hi 11911, 98104 Telephone (206) 624 -5265 - _ -- - -- oR .wti MRS_.._ —7,,=4 5C11 E CHECKED '/HT -.. • - LATE APPftJ` ✓ED /!�i`'� "u..40Ki i?- 29W {r__.. 2�; f' 3 REVISION 6Y APPR. -. - i I j s l I I& i I I I 1 I_. I L I i I I I T t 190 16" VALVE CHAMBER 48" MANHOLE ACCESS LADDER WITH SAFT CLIMB EXISTIING 20 8 PVC SS- 357.5' 0.0.04 180 _ •S= j S =0.0 ELEV. 174.46 24' D.I. PIPE S= 0.00035 i7o J c 17'L 1 60 W,� o o O LOWER EXISTING 16" 90° BEND - -O 1 n TO (� ELEV. 174.46 w - ROTATE 221/2° = N �'OD , N -Q zm o OII -F- Uo co +.z z z o- r�i'.z m - 1 r 1A I I I I I A[ I I I j I 25' X18, I -13-'- loi2 0. I it �1 to_ o , w w w 3 G, m Cj v a a 0 F J Q 10 a° z o _ m (41 PLACING�)DETAiL TALBOT RD. SOUTH OF 19TH SCALE: I "= 10 f_ ELEV. 174.62 AT 24" 45° BEND 200 19 or 180 1 170 150 1 i V 313 B I D SCHEDULE. III PROFILE —-- - - - -�. SCALE: 1" =40 HOR. • � C I T Y OF R E N T O N ?. DEPARTMENT OF PUBLIC WORKS =10 VERT t �. - TALBOT ROAD LID '302 WATER 8( SEWER PLAN GAREINER ENGINEERS. INC. - /'`/ "e�� OtOO TO 3 +50 CONSULTING ENGINEERS / PLANNERS / SURVEYORS Since 1883 �- _ c. TE._Ic 12 7 9._ I �r W 44 Arctic Building Penthouse Seattle, W11hi 11911, 98104 Telephone (206) 624 -5265 - _ -- - -- oR .wti MRS_.._ —7,,=4 5C11 E CHECKED '/HT -.. • - LATE APPftJ` ✓ED /!�i`'� "u..40Ki i?- 29W {r__.. 2�; f' 3 REVISION 6Y APPR. -. - i I j s l I I& i I I I 1 I_. I L I i I I I T t