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Home My WebLink AboutzS-3177Set00 N U A LL I s UZ O d" 1 1 �z ®p Eml 0 l- 3 E4 z 0 14 -0 rn C �I 0 360 355 350 345 340 335 of the S. E. 1/4, SECTION 9, ., RANGE 5 E., W.M. I � I - v - - RIM =344.1 U I LIVIF 1/i /-%VG. 111- JLYYi_IN I I \VI ILL kwu. vu. gc)m /off RIM =351.8 IE(S)= 337.8'(8 ")EXIST. SCALE: HORIZ.: 1 " = 20' RIM=3339.6'(8 ".N) IE(N)= 337.8'(6 ")EX. REMOVE VERT.: 1 " = 5' J% IE(N)= 339.5'(8 ",S) IE:(N)= 337.9'(8 ")NEW W/ LOCKING LID EXIST EXIST FIRE HYDRANT , FIRE HYDRANT -- DUMPSTER " W- - - - - - EX. WAAER -- - - -- - - - - -W- - - - - - - - - -W- - - - - EX. 8 WATER - - 8" W- M __ -- __EXISTING EDGE PAVEMENT N 00'13'17" W - 345.00'_(PLAT) - - -_ -- - _ - - - -- ------------ _- - - - -__ -- {^ F E: ?_d FIR `ACCESS N I L V 3 -- - - - -- - EASEME T CCESS E I ; c I - ~ I r I I II I I I I it I I ;' 8 1 I I I x o f I CONC. A K LEA - UT CONC. DRIVEWAY L J TOP: CLEAN OUT N TOP- 345.2 5 z w IE: 340.0 344 EXIST FIRE q 55 LF 6" .PV HYDRANT I i! I' 8 -- SD17- 35`SIDE FF : W U I L N II y 5 i 1 I \ SEWER ®3.3% 345.5 ? _ _ NEW 9.5' SIDEWALK EXIST. SSMH RIM =344.1 -------------- IE(N)= 337.1'(8 ") I I g p-. i-IF EB Ill 11 IE(E,W)= 337.1'(12 ") I � � a _ - - -_.- (FLOWS WEST) I - I / I 6G I SfWfR 8�� \ - - --� 3.0' CB SITE BENCHM R �, SDRER50 5.1 % IB FIRE HYDRANT _ - =�-i- _ 1 + o +00 TOP NUT IOW I 0100 J `^ EX. 8" WAT R Js+ NEW 8" D.I. WAT R p ELEV= 346.55 i-- - - -w-- =��+1� .. -- --tip I-- m - -- I - --_- -- - - - -- __.. _. CB o EX OLYMP EX - - -- - 00 { - AV a I I I I ONNECT NEW SEWER STA 1 +17 TA 1+ < I TO EXIST. MAN H E. F'" STUB RT fi " -- Sl IE: 338.16 _ _ -- "` � � � IE: 338:5 EXIST. 6" SAN SEW R < I TO BE ABANDONED EXISTING FIRE HYDRANT O I m I I I vID-i STA 0 +64, 3.0' LT (OLYMPIA AVE) 21 6 EXIST. SSMH FIELD LOCATE EXISTING I I RIM =344.1 SIDE SEWER PIPE AND IE(S)= 337.8'(8 ")EXIST. RE- CONNECT TO NEW 8" IE(N)= 337.8'(6 ")EX. REMOVE SEWER MAIN I iE:(N)= 337.9'(8 ")NEW 1 40.00'I 30.bO' (FLOWS SOUTH) R.O.W� R.I.W. z I I g J. lq °F WAS'Ay,"6 RECOMMENDED FOR APPROVAL GRAPHIC SCALE y B1* ATE: �i2 20 0 10 20 40 80 - �yy�/ -�, 0734 �� B : DAPE I !SA! �F C1STE1tE0 \�� f ( IN FEET )TONAL E� 1)• By.• DATE: 1 inch = 20' ft. By,. DnTE o EXPIRES: 3 i 2006 z wwp- dj =dea2 ,.I I i I � I i � I I ? L: I - ' I a i I O i � ' `- MAX:- 3' HIGH i -- N`w 5' clnrw�rlc _ 1! N W N 4 �- - - -� -- - - - -- as---- o�iE�XISTIN EDGE AVE O X GO AS : = lye 20' GAS SD - - 307'- 8',, PVC 0 0.52% - _ i- -�-- - EXISTIN�yEDO P 3 +00 K M o //'4+ 0 i E AVEMENT 20 < RocKNG DWY. DWY. 8 WALL STA 3 +75, 3.0' LT. 6" PVC SIDE NEW SSMH 1- 48" 0 MEN. 2 %B I 1 (STD. DET. #BR28) (TYP) 143 I RIM =351.8 224 I IE(S)= 341.8'(8 ",N) FIELD LOCATE EXISTING IE(N)= 341.7'(8 ",S) SIDE SEWER PIPE AND FIELD LOCATE EXISTING RE- CONNECT TO NEW 8" I W/ LOCKING LID i SIDE SEWER PIPE AND SEWER MAIN I RE- CONNECT TO NEW 8" I SEWER MAIN I URBAN CRAFTS GLEN DAVIS, LEE JOHNSON 3232 24th AVE. W. SEATTLE, WA. 98199 Phone: (206) 328 -5071 N0. I REVISION BY I APPR. I DATE FR SRE ADDRESS: 3410 NE 4th STREET ENGINEER: JAEGER ENGINEERING 9419 South 204th Place Kent, WA. 98031 Phone No. (253) 850 -0934 Fax No. (253) 850 -0155 360 355 PVC 0 STUB W/ 350 345 340 335 VERTICAL DATUM-CITY OF RENTON VERTICAL gATUM BASED ON CITY OF RENTON AS -BUILT INFORMATION OF SAN "TA. °Y SE-._R MANHOLE "MH ERI -34 ". CENTER OF FLOWLINE ELEVA.f'ON = 337,3' PROJECT BENCHMARKS- ORE HYDRANTS AS SHOWN HEREON. - 317701 180 1 6" PVC SIDE STA 4 +70, 3.0' LT. I SEWER STUB i ®MIN. 2% NEW SSMH 2 - 48" I I I (NP) I (STD. DET. #BR28) RIM =358.8 I I IE(S)= 350.8'(6 ",N) IDWY, ! BLDG IE(N)= 350.7'(8 ",S) W/ LOCKING LID C_PORT I - i 1 __ p� 8" PVC STUB W/ 8" CAP 11' I 1 6i 1 IAA 1 =Z STA 4 +27 END P 6" UB LT EX, i 2 J IE_ 47_9 _ _ PVMT 1 TSTA- o o�NEW FIRE I 4 +24 i HYDRANT I 6" STUB RT I IE: 347.5 38 I -IIIJ I I CITY OI' R IE: NTON DEPARTMENT OF PUBLIC WORKS SEER PLAN & PROFILE URBAN CRAFT MIXED USE DESIGNED: JJJ DAV; 12/18/03 FILE NAME: DRAWN: JJJ CHECKED: JJJ SCALE: 1"=20' FIELD DDDK: PAGE: APPROVED: a"cnm. ar n.n,c vmn.s SHEET: C 2 OF: 8 k-"' 7/C SCANNED OCT 08 -2 I j l ', EX •� DVWY i I i H i Iw < - ® I V) LLI z i In I to �� cnl WI W I u0 Y U z ILn ( 00 F Q. I x Iw (n I !n I w i t!I U 5*-E. 4 70, 3 LT. EW S MH -48 - n- - - - -- -- T 5" SR ST B RT E: 3311. 16 TA 424 " STUB RT 4+971 I I- 0 - STUB T 1 S I 1 +9 IE: 347.9 - 6 STUB RT 3 +00 0 +00 1+00 2 +00 IE(N)= 337.1'(8 ") STA 0 +64, 3.0' LT (OLYMPIA AVE) IF(F.W1= 337.1'(12 ") r _. .. . ....., . . , - . , r�r��r„ r 4 +00 4 +50 STA 34+0 3.0' LT. NEW SSMH 1 -48" RIM =344.1 U I LIVIF 1/i /-%VG. 111- JLYYi_IN I I \VI ILL kwu. vu. gc)m /off RIM =351.8 IE(S)= 337.8'(8 ")EXIST. SCALE: HORIZ.: 1 " = 20' RIM=3339.6'(8 ".N) IE(N)= 337.8'(6 ")EX. REMOVE VERT.: 1 " = 5' J% IE(N)= 339.5'(8 ",S) IE:(N)= 337.9'(8 ")NEW W/ LOCKING LID EXIST EXIST FIRE HYDRANT , FIRE HYDRANT -- DUMPSTER " W- - - - - - EX. WAAER -- - - -- - - - - -W- - - - - - - - - -W- - - - - EX. 8 WATER - - 8" W- M __ -- __EXISTING EDGE PAVEMENT N 00'13'17" W - 345.00'_(PLAT) - - -_ -- - _ - - - -- ------------ _- - - - -__ -- {^ F E: ?_d FIR `ACCESS N I L V 3 -- - - - -- - EASEME T CCESS E I ; c I - ~ I r I I II I I I I it I I ;' 8 1 I I I x o f I CONC. A K LEA - UT CONC. DRIVEWAY L J TOP: CLEAN OUT N TOP- 345.2 5 z w IE: 340.0 344 EXIST FIRE q 55 LF 6" .PV HYDRANT I i! I' 8 -- SD17- 35`SIDE FF : W U I L N II y 5 i 1 I \ SEWER ®3.3% 345.5 ? _ _ NEW 9.5' SIDEWALK EXIST. SSMH RIM =344.1 -------------- IE(N)= 337.1'(8 ") I I g p-. i-IF EB Ill 11 IE(E,W)= 337.1'(12 ") I � � a _ - - -_.- (FLOWS WEST) I - I / I 6G I SfWfR 8�� \ - - --� 3.0' CB SITE BENCHM R �, SDRER50 5.1 % IB FIRE HYDRANT _ - =�-i- _ 1 + o +00 TOP NUT IOW I 0100 J `^ EX. 8" WAT R Js+ NEW 8" D.I. WAT R p ELEV= 346.55 i-- - - -w-- =��+1� .. -- --tip I-- m - -- I - --_- -- - - - -- __.. _. CB o EX OLYMP EX - - -- - 00 { - AV a I I I I ONNECT NEW SEWER STA 1 +17 TA 1+ < I TO EXIST. MAN H E. F'" STUB RT fi " -- Sl IE: 338.16 _ _ -- "` � � � IE: 338:5 EXIST. 6" SAN SEW R < I TO BE ABANDONED EXISTING FIRE HYDRANT O I m I I I vID-i STA 0 +64, 3.0' LT (OLYMPIA AVE) 21 6 EXIST. SSMH FIELD LOCATE EXISTING I I RIM =344.1 SIDE SEWER PIPE AND IE(S)= 337.8'(8 ")EXIST. RE- CONNECT TO NEW 8" IE(N)= 337.8'(6 ")EX. REMOVE SEWER MAIN I iE:(N)= 337.9'(8 ")NEW 1 40.00'I 30.bO' (FLOWS SOUTH) R.O.W� R.I.W. z I I g J. lq °F WAS'Ay,"6 RECOMMENDED FOR APPROVAL GRAPHIC SCALE y B1* ATE: �i2 20 0 10 20 40 80 - �yy�/ -�, 0734 �� B : DAPE I !SA! �F C1STE1tE0 \�� f ( IN FEET )TONAL E� 1)• By.• DATE: 1 inch = 20' ft. By,. DnTE o EXPIRES: 3 i 2006 z wwp- dj =dea2 ,.I I i I � I i � I I ? L: I - ' I a i I O i � ' `- MAX:- 3' HIGH i -- N`w 5' clnrw�rlc _ 1! N W N 4 �- - - -� -- - - - -- as---- o�iE�XISTIN EDGE AVE O X GO AS : = lye 20' GAS SD - - 307'- 8',, PVC 0 0.52% - _ i- -�-- - EXISTIN�yEDO P 3 +00 K M o //'4+ 0 i E AVEMENT 20 < RocKNG DWY. DWY. 8 WALL STA 3 +75, 3.0' LT. 6" PVC SIDE NEW SSMH 1- 48" 0 MEN. 2 %B I 1 (STD. DET. #BR28) (TYP) 143 I RIM =351.8 224 I IE(S)= 341.8'(8 ",N) FIELD LOCATE EXISTING IE(N)= 341.7'(8 ",S) SIDE SEWER PIPE AND FIELD LOCATE EXISTING RE- CONNECT TO NEW 8" I W/ LOCKING LID i SIDE SEWER PIPE AND SEWER MAIN I RE- CONNECT TO NEW 8" I SEWER MAIN I URBAN CRAFTS GLEN DAVIS, LEE JOHNSON 3232 24th AVE. W. SEATTLE, WA. 98199 Phone: (206) 328 -5071 N0. I REVISION BY I APPR. I DATE FR SRE ADDRESS: 3410 NE 4th STREET ENGINEER: JAEGER ENGINEERING 9419 South 204th Place Kent, WA. 98031 Phone No. (253) 850 -0934 Fax No. (253) 850 -0155 360 355 PVC 0 STUB W/ 350 345 340 335 VERTICAL DATUM-CITY OF RENTON VERTICAL gATUM BASED ON CITY OF RENTON AS -BUILT INFORMATION OF SAN "TA. °Y SE-._R MANHOLE "MH ERI -34 ". CENTER OF FLOWLINE ELEVA.f'ON = 337,3' PROJECT BENCHMARKS- ORE HYDRANTS AS SHOWN HEREON. - 317701 180 1 6" PVC SIDE STA 4 +70, 3.0' LT. I SEWER STUB i ®MIN. 2% NEW SSMH 2 - 48" I I I (NP) I (STD. DET. #BR28) RIM =358.8 I I IE(S)= 350.8'(6 ",N) IDWY, ! BLDG IE(N)= 350.7'(8 ",S) W/ LOCKING LID C_PORT I - i 1 __ p� 8" PVC STUB W/ 8" CAP 11' I 1 6i 1 IAA 1 =Z STA 4 +27 END P 6" UB LT EX, i 2 J IE_ 47_9 _ _ PVMT 1 TSTA- o o�NEW FIRE I 4 +24 i HYDRANT I 6" STUB RT I IE: 347.5 38 I -IIIJ I I CITY OI' R IE: NTON DEPARTMENT OF PUBLIC WORKS SEER PLAN & PROFILE URBAN CRAFT MIXED USE DESIGNED: JJJ DAV; 12/18/03 FILE NAME: DRAWN: JJJ CHECKED: JJJ SCALE: 1"=20' FIELD DDDK: PAGE: APPROVED: a"cnm. ar n.n,c vmn.s SHEET: C 2 OF: 8 k-"' 7/C SCANNED OCT 08 -2 I j l ', EX •� DVWY i I i H i Iw < - ® I V) LLI z i In I to �� cnl WI W I u0 Y U z ILn ( 00 F Q. I x Iw (n I !n I w i t!I U RIM =344.1 U I LIVIF 1/i /-%VG. 111- JLYYi_IN I I \VI ILL kwu. vu. gc)m /off RIM =351.8 IE(S)= 337.8'(8 ")EXIST. SCALE: HORIZ.: 1 " = 20' RIM=3339.6'(8 ".N) IE(N)= 337.8'(6 ")EX. REMOVE VERT.: 1 " = 5' J% IE(N)= 339.5'(8 ",S) IE:(N)= 337.9'(8 ")NEW W/ LOCKING LID EXIST EXIST FIRE HYDRANT , FIRE HYDRANT -- DUMPSTER " W- - - - - - EX. WAAER -- - - -- - - - - -W- - - - - - - - - -W- - - - - EX. 8 WATER - - 8" W- M __ -- __EXISTING EDGE PAVEMENT N 00'13'17" W - 345.00'_(PLAT) - - -_ -- - _ - - - -- ------------ _- - - - -__ -- {^ F E: ?_d FIR `ACCESS N I L V 3 -- - - - -- - EASEME T CCESS E I ; c I - ~ I r I I II I I I I it I I ;' 8 1 I I I x o f I CONC. A K LEA - UT CONC. DRIVEWAY L J TOP: CLEAN OUT N TOP- 345.2 5 z w IE: 340.0 344 EXIST FIRE q 55 LF 6" .PV HYDRANT I i! I' 8 -- SD17- 35`SIDE FF : W U I L N II y 5 i 1 I \ SEWER ®3.3% 345.5 ? _ _ NEW 9.5' SIDEWALK EXIST. SSMH RIM =344.1 -------------- IE(N)= 337.1'(8 ") I I g p-. i-IF EB Ill 11 IE(E,W)= 337.1'(12 ") I � � a _ - - -_.- (FLOWS WEST) I - I / I 6G I SfWfR 8�� \ - - --� 3.0' CB SITE BENCHM R �, SDRER50 5.1 % IB FIRE HYDRANT _ - =�-i- _ 1 + o +00 TOP NUT IOW I 0100 J `^ EX. 8" WAT R Js+ NEW 8" D.I. WAT R p ELEV= 346.55 i-- - - -w-- =��+1� .. -- --tip I-- m - -- I - --_- -- - - - -- __.. _. CB o EX OLYMP EX - - -- - 00 { - AV a I I I I ONNECT NEW SEWER STA 1 +17 TA 1+ < I TO EXIST. MAN H E. F'" STUB RT fi " -- Sl IE: 338.16 _ _ -- "` � � � IE: 338:5 EXIST. 6" SAN SEW R < I TO BE ABANDONED EXISTING FIRE HYDRANT O I m I I I vID-i STA 0 +64, 3.0' LT (OLYMPIA AVE) 21 6 EXIST. SSMH FIELD LOCATE EXISTING I I RIM =344.1 SIDE SEWER PIPE AND IE(S)= 337.8'(8 ")EXIST. RE- CONNECT TO NEW 8" IE(N)= 337.8'(6 ")EX. REMOVE SEWER MAIN I iE:(N)= 337.9'(8 ")NEW 1 40.00'I 30.bO' (FLOWS SOUTH) R.O.W� R.I.W. z I I g J. lq °F WAS'Ay,"6 RECOMMENDED FOR APPROVAL GRAPHIC SCALE y B1* ATE: �i2 20 0 10 20 40 80 - �yy�/ -�, 0734 �� B : DAPE I !SA! �F C1STE1tE0 \�� f ( IN FEET )TONAL E� 1)• By.• DATE: 1 inch = 20' ft. By,. DnTE o EXPIRES: 3 i 2006 z wwp- dj =dea2 ,.I I i I � I i � I I ? L: I - ' I a i I O i � ' `- MAX:- 3' HIGH i -- N`w 5' clnrw�rlc _ 1! N W N 4 �- - - -� -- - - - -- as---- o�iE�XISTIN EDGE AVE O X GO AS : = lye 20' GAS SD - - 307'- 8',, PVC 0 0.52% - _ i- -�-- - EXISTIN�yEDO P 3 +00 K M o //'4+ 0 i E AVEMENT 20 < RocKNG DWY. DWY. 8 WALL STA 3 +75, 3.0' LT. 6" PVC SIDE NEW SSMH 1- 48" 0 MEN. 2 %B I 1 (STD. DET. #BR28) (TYP) 143 I RIM =351.8 224 I IE(S)= 341.8'(8 ",N) FIELD LOCATE EXISTING IE(N)= 341.7'(8 ",S) SIDE SEWER PIPE AND FIELD LOCATE EXISTING RE- CONNECT TO NEW 8" I W/ LOCKING LID i SIDE SEWER PIPE AND SEWER MAIN I RE- CONNECT TO NEW 8" I SEWER MAIN I URBAN CRAFTS GLEN DAVIS, LEE JOHNSON 3232 24th AVE. W. SEATTLE, WA. 98199 Phone: (206) 328 -5071 N0. I REVISION BY I APPR. I DATE FR SRE ADDRESS: 3410 NE 4th STREET ENGINEER: JAEGER ENGINEERING 9419 South 204th Place Kent, WA. 98031 Phone No. (253) 850 -0934 Fax No. (253) 850 -0155 360 355 PVC 0 STUB W/ 350 345 340 335 VERTICAL DATUM-CITY OF RENTON VERTICAL gATUM BASED ON CITY OF RENTON AS -BUILT INFORMATION OF SAN "TA. °Y SE-._R MANHOLE "MH ERI -34 ". CENTER OF FLOWLINE ELEVA.f'ON = 337,3' PROJECT BENCHMARKS- ORE HYDRANTS AS SHOWN HEREON. - 317701 180 1 6" PVC SIDE STA 4 +70, 3.0' LT. I SEWER STUB i ®MIN. 2% NEW SSMH 2 - 48" I I I (NP) I (STD. DET. #BR28) RIM =358.8 I I IE(S)= 350.8'(6 ",N) IDWY, ! BLDG IE(N)= 350.7'(8 ",S) W/ LOCKING LID C_PORT I - i 1 __ p� 8" PVC STUB W/ 8" CAP 11' I 1 6i 1 IAA 1 =Z STA 4 +27 END P 6" UB LT EX, i 2 J IE_ 47_9 _ _ PVMT 1 TSTA- o o�NEW FIRE I 4 +24 i HYDRANT I 6" STUB RT I IE: 347.5 38 I -IIIJ I I CITY OI' R IE: NTON DEPARTMENT OF PUBLIC WORKS SEER PLAN & PROFILE URBAN CRAFT MIXED USE DESIGNED: JJJ DAV; 12/18/03 FILE NAME: DRAWN: JJJ CHECKED: JJJ SCALE: 1"=20' FIELD DDDK: PAGE: APPROVED: a"cnm. ar n.n,c vmn.s SHEET: C 2 OF: 8 k-"' 7/C SCANNED OCT 08 -2 r G, t%*ft% , t%*ft rmm� 1 V) r 0 U Q � • 6 9 3 g a 0o CN U r UZ 360 355 350 345 340 335 9 e z:� . t. -I 4, ., 0 9 v 9 * vvv 0 M 9 360 355 PVC O STU B W/ 350 345 340 335 IE(S) =337.8'(8 ")EXIST. SCALE: HQRIZ.: = 20' RIM =315 IE(N) =337.8'(6 ")EX. REMOVE VERT.: 1 " = 5' ; IE(S) =3.39. (8a,N) 331.2 I y • IE: (N) (8 )NEW IE(N) =339: &(8 ,S) 334• I �► � � EX t 0 �j I 33� W LOCKING LID �� I DVWY EXIST FIRE HYDRANT ,/ / 0 EXIST VERTICAL DATUM BASED ON CITY OF RENTON AS- -BUILT ! INFORMATION OF SANITARY SEWER MANHOLE "MH ERI -34 ". � I 1, J I FIRE , X , I I H I' HYDRANT r � �-- �' I '1 � DUMPSTER N � CENTER OF FLOWLINE ELEVATION 337.3 ILZLJ I-- ,..._ ____ .. $�� . WATER_.._ _ _,_ ..�.._ _._... �.. _.� 11V- -- _. _ � EX. 8 WATER V�-- �._. --- . ►� PROJECT BENCHMARKS: ( I� 1x I EXISTING EDGE: PAVEMENT iV 00'13'17" W 34500' (PLAT) _ _ _ _ _ - - - - _. _ .__ ._ _ ...... _ _ _ _ _ _.__ _ _.. _ _ __ _ _ .� - - j••� - r, to _ _ _ _ _ _ -- _ _ _ ._. _ _..._ .- _. .. _ _ _ _ _ _ - - - _. - _ _ _. _ _ _ - . - IRE HYDRANTS AS SHOWN HEREON. W "�► ... - w. ..+. " ,.. :.: .. . '� ...1.. .rte - SAM* r.. .... .1. . ... .r. .1... _ - - -- 'r-) z It LD m jo �(n W I �` v LAj I z o / FIR E AEME T W /GATE C z 3 ; Ult .1 P i 14 -- - - i I W i PA KING NM CONC. A K it ~ I r' W I E 0'P: 4 CONC. DRIVEWAY © I , • , , 8 1 - AN T Z , I x 0 TOP: 345.25 ! i I W IE: 340.0 344 - _ 1 ❑ - EXIST Ho , a 5 LF 6" PVC _. FIRE ' 8 - r •' � J ,' i i __ I I ,' Q � • � ! i, i i i4J11 a + 180 .0 ; r cam, HYDRANT _ SDR -SIDE FF - - z 1 I 6 PVC SIDE .4-1 lace , SE 3.3� ,' I'" = ` % SEWER - STA #rte- LT. 34 .5 4 _ •- i ; ' ;' I I O MIN. 2% I NEW SSMH 2 - 48" F I 3 I ONC,�' RETAIVIN L r I 1 NEW TYP (STD DET loo %A EXIST. SSMH RIM =344.1 `� � -- .. I I `t � � NEW 9.5 SIDEWALK IE N =337.1 ' 8" IE(E,W)= 337.1'(12 ") 1 PLAW - (FLOWS WEST) I I ;' H -SST I a M S,E 8 - --�X' - - - as as c wfR -� - --- _..... -,_ - CB SDR 35 SIDE SITE BENCHM RIB ,� � ;: .��- '� o 3. r ER O .5�. �. 4 1 FIRE HYDRANT TOP NUT IOW I 0+00 . 1+ o to o I _ - _ . EX. 8" WAT R �� NEW 8" D. WAT R � 1. ELE V= 34fi. 55 I -�-- vim- = w �--=- --+ SD SD -� X OLYMPI AV Er N. CB 0 c�i I ONNECT NEW SEV ER _ TA 1 +9$ -V ` T I TO EXIST. _ -MAN_. HQ I- i I ----- -�M. STUB.. -Rt � .- -- e r w Y EXIST. 6 N SAN SEWER -�iA C�{ q'�{._ IE: 338.58 a TO BE ABANDONED `_ '�'�R jig viL'� I :ND_F r EXISTING 5-U3, � FIRE HYDRANT q- pE�� 2aVy q_ ROW L II.�� CD i I m (216) ul STA 0 +64, 3.0 LT (OLYMPIA AVE) E=XIST. SSMH FIELD LOCATE EXISTING J R114= 344.1 -' SIDE SEWER PIPE AND f IE(S)= 337.8`(8 ")EXIST.` RE- CONNECT TO NEW 8" I Ur I IE(N)= 337.8' (6 ")EX. REMOVE SEWER MAIN I IE: (N ) NEW =� 8" 33.3 I I FLOWS SOUTH) ) 40.001 30.bo' ( ) R.O.W� R. W. z 0 i AJLJIL w Ct 0 z M► woo aji 450004 p i w GRAPHIC SCALE 20 0 10 20 40 ( IN Fm ) 1 inch = 20' ft. � 4f w�sH1 80 (t►aw V 4 734 4, EXPIRES: 3/11/2006 RECOMMENDED FOR APPROVAL ' CMTf: BY. WE. ROLL 20.E MAX: 3' bfIGH I 1 �_5' pp RIM =358:$- 3S4.1 (J, Ego Lc'Nt) .. _NSW 5' SIDEWALK � `° 11111W - N N ?- -06 os as EXISTIN EDGE_. ;o rixa -- 20' - "' vC O e: GAS , , , 1 P1711 4 _ -MENT i ._ i ~ / 20' , EXISTING DWY r r ` ROCK DWY I wy. " r WALL 5-!T\. a4 38 I 3 -*-I1 0-0, L 511�k 4+07 , 4.0' LT. &1, Sim sf-� 6" PVC SIDE I � ►� ��-! q � �l p� `_��(F�, I STA 3+��; ..ro �oP 4 SEWER STUB I b" sloe- SEWER -rte �pq-�- S1-{pp NEW SSMH 1- 48 �o�.�sES O MIN. 2% SD 51 T. ' BR28) (TYP) D'. 43 RM 3J LI "F (C,©VN IE (S) =�0 8" N 339 .Z 2 4 FIELD LOCATE EXISTING SIDE SEWER PIPE AND I W( ) (B.S) FIELD LOCATE EXISTING RE- CONNECT TO NEW 8" / LOCKING L ID SIDE SEWER PIPE AND SEWER MAIN I RE- CONNECT TO NEW 8" I SEWER MAIN URBAN CRAFTS GLEN DA V/S, LEE JOHNSON 3232 24th AVE. W. SEATTLE, WA. 98199 Phone: (206) 328-5071 1. 1 As- Butt -.T NO. RE VI SION JJJ SUE 3410ENE 4th STREET ENGINEER: A EGER ENGINEERING � -z8 -as 9419 South 204th Place BY I APPR. I DATE Kent, WA. 98031 Phone No. (253) 850-0934 Fax No. (253) 850-0155 BCANNO"MAY O I ZM6 � . z- 3 ? .70,2 `^� 1 } ` BLDG. C PORT IE(S) =35t". $ (6 ,N)-3S ,4- IE(N)= ' {8 ",S)35o.3 W/ LOCKING LID ! ..._ 8" PVC STUB I W/ 8" CAP 611 F1 C, S 1DE 'SF_WF_R (H00SEsD STA END 6" STUB LT EX. IE: , 47,9 _ !PVMT 2 9 0 �NNEW � AtZ FIRE 2STA 4+24 - I HYDRANT I 6" STUB RT I IE: 34 7.5 pF_e ROW C_ i cJ 38 I I I 4C IT (OF Fa H:NTC►N DEPARTMENT OF PUBLIC WORKS SEWER PLAN & PROFILE URBAN CRAFT �[ USE DESIGNED: JJJ IDAIL- 12/18/03 FILE NAME: DRAWN: JJJ CHECKED. JJJ SCAE 1 " :20' FIELD e00K. PA APPROVED: 1aft or PUKIC V f SHEET: C 2 OF. 8 �`~ ,� ; , �- � ♦ �� a / SGANNE ID OCT 0 8 a; r 4 Em DOE ii iii �■�� NEE MEE� � ��C��.C.� NEEMENIIE mmm�m m��M�mllm p1m Em mmm =11VAwA10'4 mmmmmmmffm�m� MEME milimm mmmww,.0,00'm MEN MEN 360 355 PVC O STU B W/ 350 345 340 335 IE(S) =337.8'(8 ")EXIST. SCALE: HQRIZ.: = 20' RIM =315 IE(N) =337.8'(6 ")EX. REMOVE VERT.: 1 " = 5' ; IE(S) =3.39. (8a,N) 331.2 I y • IE: (N) (8 )NEW IE(N) =339: &(8 ,S) 334• I �► � � EX t 0 �j I 33� W LOCKING LID �� I DVWY EXIST FIRE HYDRANT ,/ / 0 EXIST VERTICAL DATUM BASED ON CITY OF RENTON AS- -BUILT ! INFORMATION OF SANITARY SEWER MANHOLE "MH ERI -34 ". � I 1, J I FIRE , X , I I H I' HYDRANT r � �-- �' I '1 � DUMPSTER N � CENTER OF FLOWLINE ELEVATION 337.3 ILZLJ I-- ,..._ ____ .. $�� . WATER_.._ _ _,_ ..�.._ _._... �.. _.� 11V- -- _. _ � EX. 8 WATER V�-- �._. --- . ►� PROJECT BENCHMARKS: ( I� 1x I EXISTING EDGE: PAVEMENT iV 00'13'17" W 34500' (PLAT) _ _ _ _ _ - - - - _. _ .__ ._ _ ...... _ _ _ _ _ _.__ _ _.. _ _ __ _ _ .� - - j••� - r, to _ _ _ _ _ _ -- _ _ _ ._. _ _..._ .- _. .. _ _ _ _ _ _ - - - _. - _ _ _. _ _ _ - . - IRE HYDRANTS AS SHOWN HEREON. W "�► ... - w. ..+. " ,.. :.: .. . '� ...1.. .rte - SAM* r.. .... .1. . ... .r. .1... _ - - -- 'r-) z It LD m jo �(n W I �` v LAj I z o / FIR E AEME T W /GATE C z 3 ; Ult .1 P i 14 -- - - i I W i PA KING NM CONC. A K it ~ I r' W I E 0'P: 4 CONC. DRIVEWAY © I , • , , 8 1 - AN T Z , I x 0 TOP: 345.25 ! i I W IE: 340.0 344 - _ 1 ❑ - EXIST Ho , a 5 LF 6" PVC _. FIRE ' 8 - r •' � J ,' i i __ I I ,' Q � • � ! i, i i i4J11 a + 180 .0 ; r cam, HYDRANT _ SDR -SIDE FF - - z 1 I 6 PVC SIDE .4-1 lace , SE 3.3� ,' I'" = ` % SEWER - STA #rte- LT. 34 .5 4 _ •- i ; ' ;' I I O MIN. 2% I NEW SSMH 2 - 48" F I 3 I ONC,�' RETAIVIN L r I 1 NEW TYP (STD DET loo %A EXIST. SSMH RIM =344.1 `� � -- .. I I `t � � NEW 9.5 SIDEWALK IE N =337.1 ' 8" IE(E,W)= 337.1'(12 ") 1 PLAW - (FLOWS WEST) I I ;' H -SST I a M S,E 8 - --�X' - - - as as c wfR -� - --- _..... -,_ - CB SDR 35 SIDE SITE BENCHM RIB ,� � ;: .��- '� o 3. r ER O .5�. �. 4 1 FIRE HYDRANT TOP NUT IOW I 0+00 . 1+ o to o I _ - _ . EX. 8" WAT R �� NEW 8" D. WAT R � 1. ELE V= 34fi. 55 I -�-- vim- = w �--=- --+ SD SD -� X OLYMPI AV Er N. CB 0 c�i I ONNECT NEW SEV ER _ TA 1 +9$ -V ` T I TO EXIST. _ -MAN_. HQ I- i I ----- -�M. STUB.. -Rt � .- -- e r w Y EXIST. 6 N SAN SEWER -�iA C�{ q'�{._ IE: 338.58 a TO BE ABANDONED `_ '�'�R jig viL'� I :ND_F r EXISTING 5-U3, � FIRE HYDRANT q- pE�� 2aVy q_ ROW L II.�� CD i I m (216) ul STA 0 +64, 3.0 LT (OLYMPIA AVE) E=XIST. SSMH FIELD LOCATE EXISTING J R114= 344.1 -' SIDE SEWER PIPE AND f IE(S)= 337.8`(8 ")EXIST.` RE- CONNECT TO NEW 8" I Ur I IE(N)= 337.8' (6 ")EX. REMOVE SEWER MAIN I IE: (N ) NEW =� 8" 33.3 I I FLOWS SOUTH) ) 40.001 30.bo' ( ) R.O.W� R. W. z 0 i AJLJIL w Ct 0 z M► woo aji 450004 p i w GRAPHIC SCALE 20 0 10 20 40 ( IN Fm ) 1 inch = 20' ft. � 4f w�sH1 80 (t►aw V 4 734 4, EXPIRES: 3/11/2006 RECOMMENDED FOR APPROVAL ' CMTf: BY. WE. ROLL 20.E MAX: 3' bfIGH I 1 �_5' pp RIM =358:$- 3S4.1 (J, Ego Lc'Nt) .. _NSW 5' SIDEWALK � `° 11111W - N N ?- -06 os as EXISTIN EDGE_. ;o rixa -- 20' - "' vC O e: GAS , , , 1 P1711 4 _ -MENT i ._ i ~ / 20' , EXISTING DWY r r ` ROCK DWY I wy. " r WALL 5-!T\. a4 38 I 3 -*-I1 0-0, L 511�k 4+07 , 4.0' LT. &1, Sim sf-� 6" PVC SIDE I � ►� ��-! q � �l p� `_��(F�, I STA 3+��; ..ro �oP 4 SEWER STUB I b" sloe- SEWER -rte �pq-�- S1-{pp NEW SSMH 1- 48 �o�.�sES O MIN. 2% SD 51 T. ' BR28) (TYP) D'. 43 RM 3J LI "F (C,©VN IE (S) =�0 8" N 339 .Z 2 4 FIELD LOCATE EXISTING SIDE SEWER PIPE AND I W( ) (B.S) FIELD LOCATE EXISTING RE- CONNECT TO NEW 8" / LOCKING L ID SIDE SEWER PIPE AND SEWER MAIN I RE- CONNECT TO NEW 8" I SEWER MAIN URBAN CRAFTS GLEN DA V/S, LEE JOHNSON 3232 24th AVE. W. SEATTLE, WA. 98199 Phone: (206) 328-5071 1. 1 As- Butt -.T NO. RE VI SION JJJ SUE 3410ENE 4th STREET ENGINEER: A EGER ENGINEERING � -z8 -as 9419 South 204th Place BY I APPR. I DATE Kent, WA. 98031 Phone No. (253) 850-0934 Fax No. (253) 850-0155 BCANNO"MAY O I ZM6 � . z- 3 ? .70,2 `^� 1 } ` BLDG. C PORT IE(S) =35t". $ (6 ,N)-3S ,4- IE(N)= ' {8 ",S)35o.3 W/ LOCKING LID ! ..._ 8" PVC STUB I W/ 8" CAP 611 F1 C, S 1DE 'SF_WF_R (H00SEsD STA END 6" STUB LT EX. IE: , 47,9 _ !PVMT 2 9 0 �NNEW � AtZ FIRE 2STA 4+24 - I HYDRANT I 6" STUB RT I IE: 34 7.5 pF_e ROW C_ i cJ 38 I I I 4C IT (OF Fa H:NTC►N DEPARTMENT OF PUBLIC WORKS SEWER PLAN & PROFILE URBAN CRAFT �[ USE DESIGNED: JJJ IDAIL- 12/18/03 FILE NAME: DRAWN: JJJ CHECKED. JJJ SCAE 1 " :20' FIELD e00K. PA APPROVED: 1aft or PUKIC V f SHEET: C 2 OF. 8 �`~ ,� ; , �- � ♦ �� a / SGANNE ID OCT 0 8 a; r 4