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HomeMy WebLinkAboutS-295601Tir z Z U LJ m:': Z) 0 w w o z 0 W : Z m Q (> Z LI.1 Q S In f- n ® Q 3 �z U W � a U' •s m o� 9B -� a gg 3_ g £� Q O i lC 0 U C3 J y� EXIST. SSMH #1 TOP =409.7 FLOWUNE E -W tE =401.5 I �� SSMH 2 \ W/LOCKING UD�'� I I STA-- 8 +75 -DD, 5 -00 LT.\ fl 1 ecuu ux RIM = 405.83 { 1 , ii -WA LOCKING U INV IN= 393.72 I TA: +31.52, 1.11 L GRAPHIC SCALE INV OUT- 393.62 \ RIM = 403.01 2D Q 20 40 80 INV IN- 391.91 _ IN V OUT = 391.61 1 INCH =40 F1'. 32 31 30 ' I 290 FFF- 407.50 FF- 407.90 FF- 408 - 408. I ' ' ' 26 I 2 ' 4 SSMH CKING UD 1FF= 405.00 STA: 4+9.35, 1 .11' LT. FF= 409.70 .05.70 = 45.30 23 21 28 25 IW V IN =391.62 T \ FF- 40.30 FF= 409.70 FF= 409.30 24 FF= 408.50 FF= 408.10 FF-407.70 NV OU= 391.52 FF =408.90 3: 33 - FF- 4as-9O 6 0 - _ y`./ FF= 404.60 4-4 °, - - 4' 342 LF 8 PVC ss s=O_ z / 7 iq o FF= 4G4.2D / - + 1 � � � � � � I � I FF -a9 o 7D I :A ----- - - - - -- .- 34 I 20 ae 8 554H : h FF- 408.40 FF= 405.30 0 +78 W ING i - I o 1 FF= 403.80 .:' : I 1 STA:12 +o5.99, 29'M-LT. i TRACT 'D' (N.G.P.E) = 35 3g + 37 38 i I I I 18 ° " RIM-404.18 \ FF- 408.90 ' ' ' , 39 ' ' 42 -: INV OUT - 396.18 I WE-�ND'� I i FF- 409.30 i FF= 409.60 40 41 I I ' FF 403.70 I y I __- __ J FF= 410.00 FF =410.10 I T MA ``` I I FF=409.70 I FF= 409.30 I FF= 408.90 I f_ -__ I WITH 4..4. POST PAINTED AWHIN,.. F I PRDP�ED ABELED KITH LOT /) AND o +as 00 EPTH TO INV. SSMH q5 1..�. jI� - 17 70' UTILITY J 1 W OCKit LID `� 1 \ (5 f 1 I(- \..'�' ?.)� .�L I I I I i.. I'.i I FF= 404.40 EASEM NT 16 19 =403.ao SiA• 3 +77.72; 5.00-1-T. ^'� RIM 40102 -. - I FF= 402.70_ ___.__ -_ __ INV IN= 390.95 T1 INV OUT-390.85 1��11 r 102 LF 6'PVC SS 5 =2.79. 1 \- o - -_ -_ FF- 403.00 - 3 +42 TRACT 'E' RESER � No4� I I I :• 1 -• I - - - -- FF== 'ao2so FOR FUTURE DEVELOPMEN TRACT "B" LEE (BELMONT HOMES INC.) m \ \ I I DRAINAGE 4 FF 402.20 2 +66 l 12 N 33190 �v FS•Sfc STE0.EaV�2 `\/ a TONAL E i I I II - L 4 13 Ili EXPIRES 05 -07 -2003 2 +25 FF= 401.80 1� UNION AVE. N.E. SEE DETAIL ON 13 C SS 5 =2.09. +00 +4009 EX. 8" P SS w SHEET 11 OF 12 o - Ioru �i �a✓iT SANITARY SEWER PLAN SHEET 9 of 15 AEC #9838 W/LOCKING LID American Engineers • Planners Surveyors RIM 98.00 0+33.57.5. Engineering 4032 14alw Ave. N.E. RIM =398.00 ^_ INV IN= 389.12 Corporation Redmond, WA 98052_LA INV OUT= 389:02 PHONE (425) 881 -7430 Fax (425) 881 -7731 SCANNED FEB 15 2002 5, ` r i ©sue® ov�v NOTES I I I I 14 .:I 1. SEE SHEET 10 FOR SANITARY SEWER PRORLES. 2. ALL SIDE SEWERS SHALL MEET MINIMUM SLOPE TRACT "A" tiN.G.P.E.) I I I WETLAND FF= 401.40 - I REQUIREMENT OF 29. I. 3. ALL SIDE SEWERS ARE 6' DIA. AND SHALL I I I +4a EXTEND A MINIMUM OF 6 FT. INSIDE EACH LOT. I FF=4 01.80 I I lJ I I e I y � I R APPROVAL RECOMMENDED FOR BENCHMARK -DATUM BY_ DATE: I mss® mss© W CITY OF RENTON #1937- SCRIBED -X- IN BACK OF CONC.- -.� Z WLK MARKED 'ESM.1411', :NORTH SIDE OF N.E. 4TH ST � ,/l,� BY. �_ j'r DATE:,�yfQ,7pry� �p,� 1 I I VIIU o - AT WEST BOUNDARY OF WINDSOR APTS. ELEVATION =403.72 .I - �-`-•�"ft���- ®sue® bi I I i L ^ EX. SSMH I� NAVD 88 (CITY OF RENTON) BY DATE: Ci 1 a, - J 'TOP EL. = 396.77' 8' PVC S. INV. EL. - 388.27' 'I'2 lCJ CONTOUR INTERVAL-2 FEET BY: DATE: BOTTOM STRUCTURE EL = 38 97' I I I CONNECT WITH CITY OF I RENTON NEW 8' DI WATER I I ITYNOFTRENTONSSSMH (SEE DETAIL SHEET 11) mss® I W z EXIST. 12' CI WATER 12'x8' TEE FLxMJ I Z N 8' GATE VALVE MJ I iosi�0 ®s�0 os�® os� ©� os�® mss® mss® UNION AVE. N.E. SEE DETAIL ON 13 C SS 5 =2.09. +00 +4009 EX. 8" P SS w SHEET 11 OF 12 o - Ioru �i �a✓iT SANITARY SEWER PLAN SHEET 9 of 15 AEC #9838 W/LOCKING LID American Engineers • Planners Surveyors RIM 98.00 0+33.57.5. Engineering 4032 14alw Ave. N.E. RIM =398.00 ^_ INV IN= 389.12 Corporation Redmond, WA 98052_LA INV OUT= 389:02 PHONE (425) 881 -7430 Fax (425) 881 -7731 SCANNED FEB 15 2002 5, ` r NOTES I I I I 14 .:I 1. SEE SHEET 10 FOR SANITARY SEWER PRORLES. 2. ALL SIDE SEWERS SHALL MEET MINIMUM SLOPE TRACT "A" tiN.G.P.E.) I I I WETLAND FF= 401.40 - I REQUIREMENT OF 29. I. 3. ALL SIDE SEWERS ARE 6' DIA. AND SHALL I I I +4a EXTEND A MINIMUM OF 6 FT. INSIDE EACH LOT. I FF=4 01.80 I I lJ I I e I y � I R APPROVAL RECOMMENDED FOR BENCHMARK -DATUM BY_ DATE: I W CITY OF RENTON #1937- SCRIBED -X- IN BACK OF CONC.- -.� Z WLK MARKED 'ESM.1411', :NORTH SIDE OF N.E. 4TH ST � ,/l,� BY. �_ j'r DATE:,�yfQ,7pry� �p,� 1 I I VIIU o - AT WEST BOUNDARY OF WINDSOR APTS. ELEVATION =403.72 .I - �-`-•�"ft���- gg�� ,��''I I- 1J+.�� �T r NTo� ' bi I I i L ^ EX. SSMH I� NAVD 88 (CITY OF RENTON) BY DATE: Ci 1 a, - J 'TOP EL. = 396.77' 8' PVC S. INV. EL. - 388.27' 'I'2 lCJ CONTOUR INTERVAL-2 FEET BY: DATE: BOTTOM STRUCTURE EL = 38 97' I I I CONNECT WITH CITY OF I RENTON NEW 8' DI WATER I I ITYNOFTRENTONSSSMH (SEE DETAIL SHEET 11) NOT CHANNELED I W z EXIST. 12' CI WATER 12'x8' TEE FLxMJ I Z N 8' GATE VALVE MJ I UNION AVE. N.E. SEE DETAIL ON 13 C SS 5 =2.09. +00 +4009 EX. 8" P SS w SHEET 11 OF 12 o - Ioru �i �a✓iT SANITARY SEWER PLAN SHEET 9 of 15 AEC #9838 W/LOCKING LID American Engineers • Planners Surveyors RIM 98.00 0+33.57.5. Engineering 4032 14alw Ave. N.E. RIM =398.00 ^_ INV IN= 389.12 Corporation Redmond, WA 98052_LA INV OUT= 389:02 PHONE (425) 881 -7430 Fax (425) 881 -7731 SCANNED FEB 15 2002 5, ` r