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HomeMy WebLinkAboutS-316909l L 8W 1/4, NE 1/4, SECTION 6, TOWNSHIP 29 N, RANGE 6 E, W.M. it O=TNUTMI IL v T. ' 1 , IL • .r • r� Z; .� sTA 16 +44.47 4.0!' ............................... .............................. . 4'4�'• ..... ............................... ��*ei►sT 1 - FOFO 2 .0 F 0.90 I I 8 ► - i 33 2 Fo F . 286. : F. 27:;0 �. 1181 OR O � - E .1172 -ORO + ' • ....... > . AM SEM . F. 806-ot r STA 12 +47.13 (0.00') ....................... ............................... EASEMENT , .......... (� . _ `i76- 0R0 13 ws -4 TYPICAL. I STA 23+87.n (8.480 I 66.74 . � I 24 9 ! I A . ... .... . ......... FYN: 277.77 ...... .23+30.4 c1.67' � 2 73.5 1-46 M! PbG W/ ..r TAP . ..... - , �- W/ THRtW eLOCrc ss it 2 6 ' so I E 2 M:. 1 1 -2 MiDW -•OFF ASSEINBL 1.......- ..... ..............................: r ' 4 F.F. 286• 1�1 -ORO 11 1 •�' �JI .. A 23+ .42 11.74 F. F 27 105 _ -�- ......... . .............................. • , i r I + Of S 12 I 65.41 N c 0 Z •- ; Z r -�t- - - t --- ---- -- aba 400IIN, mow a 0 W (8.24' :} ................... 16.00' 1 • I N 89 20' 36" E 127.25 y I F.F. 2 1. : E-� 1 EASEMENT z z : 1 .......... ......... _. T . L - I . - ...1 . ..._ .. .. ..- .. ..__ ..- ...� ................... N W v cw O ) 2 � - p `r 0 SS IE ................... ° �, N I N p O 0.00" F�F- 270. w �, r lmlftl; lift" �.17 i m r ............ .................................. ............................... S (31 1 - •a° �� ..:....... SS IE 263.35 ......................._ ..............SD''IE-M -e-00 F.F. 26 .0 . 2 1.5,-_ - _ ,1 I . rc IE 2" • 9 � ody STN 22 +63.1 s 6 1. GRINDER PUMPS WILL BE REQUIRED - : (17.84 RT) W - - - - ° Z ' 35" E 95 00' FOR HOMES ON LOTS 4-8 (NOT IN _ _ - - -- - "' m � N 89 20 _,.v, _ L o c N 89'20'35" E I r< } o 9 .. I r 20 35 r 1 26.0 . F. 6 7. 3 its b �c ci � is N � ' ,. 37 • IE 261.8D t F.F. 266.9 ZS9.e8► ' o :� .VZ. ,o I ...... ............................... A..10+a7.33• •(25. L i � N 8. EASEMIENT (M) -- ETA -'�'� �`� � 89'20' 35" .f3 E .74 ` N 9 IND NONNI r" .r; 38+00 39+00 TO OL r WATER 1 1:9 COUPILM 57, a I w mm (mu I bul srA 38+3609 (7.2er RY) ., } N 8762.52 E 10626.4" CdnNM� DER to ix. � wN A CERTIf (CATION i Navr caner twa nic MMaWX NO vol womois Of T►a urnmes S+om MOWN 8 1FR MUL1 OF A fIEiD SURVEY /Ow01�lm IN Its an {IIsOt M► O�RIION� �uslow+cR s. MIII0 we uM *wr w 4w M w jw w *"war OR N&WW 00 war *V400111 V1w► 1�..�sw�r tewe it 1 � �4 0 WI if, -6" W BEND (W X FL,) •- -I x4r RMUCER (FL X M,J GTALL !I•' AND I r SPOOL,s REWIRED EX. ERR 1 STA 9+93A@ (1.7er RT) 0 2. SIDE SEWERS FOR L015 Z4 AMU Z7 + „i SHALL BE FnTED w1TH A 22.s z 9L SEND IN IOCA?01� -c To ALLOW 1' o -1 °- PROPOSED STORM LINE. sm S�MIER OD 0 rn v SLOPE AS NOTED , (PWADE MIN. 23). O LA I o v 3. SIDE SEWER VALVES N �,=i I N 3 CITY OF RENTON MAY BE REQUIRED FM BUILDING ' .�► Z 839 unury C SIDE SEWERS PER CITY Z '"i' c 4 0 • ; STANDARD DETAIL (NOT IN � m E N � 2 N c pp � ' V�InY�U • 4. HOMES ON LOTS 1 -3. 6 -12. 18-24 AND 26 SHALL K PROVIDED WITH FIRE SPRINKLER SYSTEMS. WATER METER Z r SIZE SHALL BE 1 r M1N. AS SHOWN OR AS DIRECTED BY FIRE z STA 10 +35.14 (10.00' RTC .j 1 -FIRE HYDRANT ASSEMBLY 10 SYSTEM DESIGNER OR C.O.R. uj I °- _ WIND ____ _____ J NEW Be WATER MAIN � W SEE SHEET WS-3 EX. 60 D.I. WATER TO BE ' NOONf.O ` _ mj W S D.I. !LTER 1_ q. 1 _ So D.I. WATE ul 0) vv 43 +00 10 0o STA 10+07.21 (10.04' RT) 41+00 42+04 , CO IINECT TO NEW St WATER = Q Z SEE ADJACENT NOTE) CONTRACTOR TO FIELD VERIFY HE 90TH ST � < LOCATION OF EXISTING W WATER STUB AT THE INTERSECTION OF 201H 3TREET AND ABERDEEN Q er MATE VALVE (�. x Mr � W ww 1 -e' Fore AVENUE AND At�usT of Fm YPIOQM�'ir , , NEW d" WATER MAIN AND THE W CONNECTION LOCATION < C-01 lDINGLY. • ' r ` ] Z",%M ZSVEMM.► • �' ] w �� • ♦ • • 1 ZMA • "T: F • • • 1• • • `1• ; • • • • • • : r RQL.L 1 � 8 WS -2 20 0 20 40 SHEET 1 "•20' - MOEN 19 scalle feet li+tr l�LMI or 27 4c'; W-,empsf APR 8 I � N .. N t N " o I pp• , 2 8 .a 01) 0 co o � •.r t�G•1 ' 25 ace.* LOT 25 SIDE SEWER CONNECTION IN NE 20TH - ST SHALL BE REQUIRED AS A PART OF THIS PLAT. V 0 V .^ J $ m � -o 3 t . c� CL o � rc IE 2" • 9 � ody STN 22 +63.1 s 6 1. GRINDER PUMPS WILL BE REQUIRED - : (17.84 RT) W - - - - ° Z ' 35" E 95 00' FOR HOMES ON LOTS 4-8 (NOT IN _ _ - - -- - "' m � N 89 20 _,.v, _ L o c N 89'20'35" E I r< } o 9 .. I r 20 35 r 1 26.0 . F. 6 7. 3 its b �c ci � is N � ' ,. 37 • IE 261.8D t F.F. 266.9 ZS9.e8► ' o :� .VZ. ,o I ...... ............................... A..10+a7.33• •(25. L i � N 8. EASEMIENT (M) -- ETA -'�'� �`� � 89'20' 35" .f3 E .74 ` N 9 IND NONNI r" .r; 38+00 39+00 TO OL r WATER 1 1:9 COUPILM 57, a I w mm (mu I bul srA 38+3609 (7.2er RY) ., } N 8762.52 E 10626.4" CdnNM� DER to ix. � wN A CERTIf (CATION i Navr caner twa nic MMaWX NO vol womois Of T►a urnmes S+om MOWN 8 1FR MUL1 OF A fIEiD SURVEY /Ow01�lm IN Its an {IIsOt M► O�RIION� �uslow+cR s. MIII0 we uM *wr w 4w M w jw w *"war OR N&WW 00 war *V400111 V1w► 1�..�sw�r tewe it 1 � �4 0 WI if, -6" W BEND (W X FL,) •- -I x4r RMUCER (FL X M,J GTALL !I•' AND I r SPOOL,s REWIRED EX. ERR 1 STA 9+93A@ (1.7er RT) 0 2. SIDE SEWERS FOR L015 Z4 AMU Z7 + „i SHALL BE FnTED w1TH A 22.s z 9L SEND IN IOCA?01� -c To ALLOW 1' o -1 °- PROPOSED STORM LINE. sm S�MIER OD 0 rn v SLOPE AS NOTED , (PWADE MIN. 23). O LA I o v 3. SIDE SEWER VALVES N �,=i I N 3 CITY OF RENTON MAY BE REQUIRED FM BUILDING ' .�► Z 839 unury C SIDE SEWERS PER CITY Z '"i' c 4 0 • ; STANDARD DETAIL (NOT IN � m E N � 2 N c pp � ' V�InY�U • 4. HOMES ON LOTS 1 -3. 6 -12. 18-24 AND 26 SHALL K PROVIDED WITH FIRE SPRINKLER SYSTEMS. WATER METER Z r SIZE SHALL BE 1 r M1N. AS SHOWN OR AS DIRECTED BY FIRE z STA 10 +35.14 (10.00' RTC .j 1 -FIRE HYDRANT ASSEMBLY 10 SYSTEM DESIGNER OR C.O.R. uj I °- _ WIND ____ _____ J NEW Be WATER MAIN � W SEE SHEET WS-3 EX. 60 D.I. WATER TO BE ' NOONf.O ` _ mj W S D.I. !LTER 1_ q. 1 _ So D.I. WATE ul 0) vv 43 +00 10 0o STA 10+07.21 (10.04' RT) 41+00 42+04 , CO IINECT TO NEW St WATER = Q Z SEE ADJACENT NOTE) CONTRACTOR TO FIELD VERIFY HE 90TH ST � < LOCATION OF EXISTING W WATER STUB AT THE INTERSECTION OF 201H 3TREET AND ABERDEEN Q er MATE VALVE (�. x Mr � W ww 1 -e' Fore AVENUE AND At�usT of Fm YPIOQM�'ir , , NEW d" WATER MAIN AND THE W CONNECTION LOCATION < C-01 lDINGLY. • ' r ` ] Z",%M ZSVEMM.► • �' ] w �� • ♦ • • 1 ZMA • "T: F • • • 1• • • `1• ; • • • • • • : r RQL.L 1 � 8 WS -2 20 0 20 40 SHEET 1 "•20' - MOEN 19 scalle feet li+tr l�LMI or 27 4c'; W-,empsf APR 8 I