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HomeMy WebLinkAboutS-295603V 1� b Z o_ z Cn Q J V) it W �:D o w (n W Lr oz 0 W J Q Z m F > Z LIJ 2 � a r O O 0 E U E-I 9 ca y O $^ a Q= � $� o II f ~gam 1111 EXIST. SSMH #1 TOP= 9-7 + I FLOWUNE E-W IE =401.5 .SSMH #2 \ I I I WAOCKING UD 1 it sTA: 8 +75.00, 5.00 LT \ 406 4q ! I GPI III SSMH #3 RIM - 4°5:83 Ab ' + + I W OCKING LID / INV IN= 393.74 AS393.52 I II I STA:5 +31.52, 1.11 LT A$403 5[I,. I. 20 0 GRAPHIC SCALE NV our - -3sa �Aa393,44 i I �r I RIM= AB391,74 so L INV OUT= - _ - /- ° =T= AB 391 +G4 i nrca =ao Fr. / =30 9 8 , `` \ 3l` s �\ 9g I I I IE =34� 0m p I ' I 2-90 ' . I I I 1 I I - 98 I I I I SsT U1a / � -- ' Lf FF 4 so FF aozso 2 FF =408 so 0 05 F 4 SSMH K 91C F 405.00 FF 409.70 .1B 1' L4T 0 324 405.7° FF= 4.30 ST=+ RIM "^�23 2 21 i Nsg 28 V [N=391.62 AP, s sTVa 27 25 IN . - - - - - $TU P '. 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I TRACT 'D' (N.G.P.E.) _ 35 I 36 I 37 I I I I I I 1 118" RIM- 4B4:i8- -AfS 404.7 + + 38 INV OUT = 39648- I WETLAND I FF =408-90 FF =aossa ' ' 39 ' 40 41 ' 42 I FF= 003.10 ----- -__ - -- Q83i6.iI ' I -� ' FF= 409.30 i + + + + I I I FF= 410.00 FF= 409.70 FF= 409.30 FF= 408.90 I MARK EACH O STUB LOCATION„ I I FF= 410.10 I I I __ NTH 4 FLED N77H LOT #AND WHI PROPED A6 - 4� °" ^o EPTH TO. INV. SSMH #5 O® '� \ - I. I ( I I FF= 404.40 1EASEM NT E 694 -' + I JA2a FF 403.40. W OCKING UO IFJP� �,5• S N_._ _ _ _ I - }I S STUB SFA• 3 +77.72. 5.001-T. / FF =40.7° INV IN- 39996- ABD.�jO N l IE =3 %5_ 6 "PvG ---- - - - - -- INV our= Aa3g0,83 w our - ~ 102 LF 6 "PVC sS S =2.7. 1 Aa 390.87 E \. I _____ -__ - 3 +42 FF= 403.00 �g - -- - -- TRACT °E' REFER I =y I FF= 402.60 - - i FOR FUTURE D E �m 4 I I I TRACT 'B" rAc�e Ab L W E f ' HG ' ,(BELMONT HOMES INC.) EAGE P \ 1 o 12 33190 4� � AB FF= 402.20 FS�FCl STERco 2 SSSTDB - - S UNAL ECG I � IE =393 - 13 FF= 401.80 EXPIRES 05-07 -2003 Ss %TDM 99 3 - UNION AVE. N.E. $ - - Eul 99 American. Engineers Planners Surveyors Engineering 4032 148th Ave. N.E. Corporation Redmond, WA 98052 Z 5P �(425)881-7430 - wwP - s7- syr8 PHONE Fax (425) 881 -7731 q8 OA -101= rro SSMH #6 i ; I SANITARY SEWER PLAN W LOCKING LID STA: 0 +33.57, 5.00' LT RIM =3988&-AE5 39g,00 SHEET 9 of 15 INV IN = ='aa 3ag.'76 'AEC #9835 INV WT= 389$2 -Ab 76 LT LUA00020 p 4¢L SCANNED MAR 2 8 2 "T, S 'v:, ^Ec >' /� ; S - 2 6a � SCANNED FES 15 2002 IIf�� 2 7 AS -BUILT 346 2956 AS -- - -- S - �7 S S'T s3 s-rus IE =3Y1 os�0 / 4� v° ©moo NOTES I I I 1 14 I 395 I mv�® TRACT 'A' N•G•P•E•) I I FF= 401-40 395 395 -- 2 ALL SIDE SEWERS SHALL MEET MINIMUM SLOPE REQUIREMENT OF 29 3. ALL SIDE SEWERS ARE 6" DIA. AND SHALL I WETLAND I I I A5 IE539O 6 15 I 394 393 EXTEND A. MINIMUM OF 6 FF. INSIDE EACH LOT I I I I FF= 401.80 392 391 IeA CA i I 37-/ RECOMMENDED FOR APPROVAL II _ I I-A� R ( I 198 BENCHMARK -DATUM I BY: DATE- I I I WSMOCKI 555^ I���IE =oa9 ms�mm, m ©�0� 78 398 CITY OF RENTON /j1937 SCRIBED "X" IN BACK OF CONC. ..I "ESM ", = G UD STA: 8+2234 33,59' LT• I ��U -I I I 39p° m ®�0 BY:.�,�()y„ r j� DATE: Ql Rk� } ± AB 402 6�' I N 4m �0 I 1 ELEVATION= 403.72 :1 mss INV IN--ssa;l_ AB 390.63�N(�IVT I INV OL'T- 396;�A6390.63 �,I CIT { OY f2�.N I �% " I , i'EX. L I ®� I�+I +O 9% NAVD 88 (CITY OF RENTON) I , I I1 os�© 8" PVC S. INV. EL. = 38827' lip ?99 OO CONTOUR INTERVAL =2 FEET m °sue© - APB CONNECT TO EXISTING I SS STUB CITY OF RENTON SSMH BOTTOM STRUCTURE EL = 38 97 CHANNELED 40 99 3 - UNION AVE. N.E. $ - - Eul 99 American. Engineers Planners Surveyors Engineering 4032 148th Ave. N.E. Corporation Redmond, WA 98052 Z 5P �(425)881-7430 - wwP - s7- syr8 PHONE Fax (425) 881 -7731 q8 OA -101= rro SSMH #6 i ; I SANITARY SEWER PLAN W LOCKING LID STA: 0 +33.57, 5.00' LT RIM =3988&-AE5 39g,00 SHEET 9 of 15 INV IN = ='aa 3ag.'76 'AEC #9835 INV WT= 389$2 -Ab 76 LT LUA00020 p 4¢L SCANNED MAR 2 8 2 "T, S 'v:, ^Ec >' /� ; S - 2 6a � SCANNED FES 15 2002 IIf�� 2 7 AS -BUILT 346 2956 AS -- - -- S - �7 S S'T s3 s-rus IE =3Y1 / 4� 397 390 - I NOTES I I I 1 14 I 395 I 1. SEE SHEET 10 FOR SANITARY SEWER PROFILES. TRACT 'A' N•G•P•E•) I I FF= 401-40 395 395 -- 2 ALL SIDE SEWERS SHALL MEET MINIMUM SLOPE REQUIREMENT OF 29 3. ALL SIDE SEWERS ARE 6" DIA. AND SHALL I WETLAND I I I A5 IE539O 6 15 I 394 393 EXTEND A. MINIMUM OF 6 FF. INSIDE EACH LOT I I I I FF= 401.80 392 391 IeA CA i I 37-/ RECOMMENDED FOR APPROVAL II _ I I-A� R ( I 198 BENCHMARK -DATUM I BY: DATE- I I I WSMOCKI 555^ I���IE =oa9 78 398 CITY OF RENTON /j1937 SCRIBED "X" IN BACK OF CONC. ..I "ESM ", = G UD STA: 8+2234 33,59' LT• I ��U -I I I 39p° Z WLK MARKED 1411 NORTH SIDE OF N.E. 4TH ST AT WEST BOUNDARY OF WINDSOR APTS. I - BY:.�,�()y„ r j� DATE: Ql Rk� } ± AB 402 6�' I N 4m �0 I 1 ELEVATION= 403.72 :1 BY: DATE: INV IN--ssa;l_ AB 390.63�N(�IVT I INV OL'T- 396;�A6390.63 �,I CIT { OY f2�.N I �% " I , i'EX. L I SSMH TOP EL. = 396.77' I�+I +O 9% NAVD 88 (CITY OF RENTON) I , I I1 I L -J , 8" PVC S. INV. EL. = 38827' lip ?99 OO CONTOUR INTERVAL =2 FEET BY: DATE: BY-. 20 FA5EFd61Jr FM 'CONNECT WITH CITY OF I - APB CONNECT TO EXISTING I SS STUB CITY OF RENTON SSMH BOTTOM STRUCTURE EL = 38 97 CHANNELED 40 I I I ruftz V'r1U'flffJ RENTON NEW &" DI WATER EXIST IE -390 (SEE DETAIL SHEET 11) I W I 39$ 398 I i.;t =xs EE- FFxMd- I I 7T I I .0 I.FySI/ W MJ 96 \G SG 1.09 WO(A SEEGDETAIL ON - 13 C SS 5 =209. 1 +� 1 +44(z� P EX. 8" SS 398 I 397 I 99 3 - UNION AVE. N.E. $ - - Eul 99 American. Engineers Planners Surveyors Engineering 4032 148th Ave. N.E. Corporation Redmond, WA 98052 Z 5P �(425)881-7430 - wwP - s7- syr8 PHONE Fax (425) 881 -7731 q8 OA -101= rro SSMH #6 i ; I SANITARY SEWER PLAN W LOCKING LID STA: 0 +33.57, 5.00' LT RIM =3988&-AE5 39g,00 SHEET 9 of 15 INV IN = ='aa 3ag.'76 'AEC #9835 INV WT= 389$2 -Ab 76 LT LUA00020 p 4¢L SCANNED MAR 2 8 2 "T, S 'v:, ^Ec >' /� ; S - 2 6a � SCANNED FES 15 2002 IIf�� 2