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Home My WebLink AboutS-314913.fl. 1.111541 IF, i 1411*14, --WV&1WAN' V. OVA I a' 'A%UW&0�A%UWM. %00 `� AIOASVAMTAM PAX A CONC 65+00 PROPOSED CENTERLINE • V) • FROM FACE OF CURB TYP J 00=_ CON _SD -S Z jdaEcj qmp<� j HCP PAR (ING SIGNS R/W J CONC 42. 7' TCE 20' BLDG SETBACK LINE N. 8TH ST. STA. 65+19. DRIVEWAY STA 10+00 STA 65+11.189 4.4.5" RT PIPE END CAPPED FOR FUTURE EXTENSION I E 17.53 WOO W W W LO 04 co z � 000 0) 00 C8, TYPE 1 BOEING 383 GE 28,1$ - - 10" DI W 25.08 STA 65+11.18., 44.51 LT RIM 28 r%# 2 4:88 4 zo, VA L-V a I --fco- - C.." to - i -it-T SCALE GE 28.15 I N 26.62--W.- 10" CONC E 25. 7 /PIPE END CAPPED FOR 'T .&i 65+27.189 40.5 24.*0 LT ct- 65t .G- • SEN., 8*0 DI S 25. FUTURE EXTENSION STA O� 1-12 STUB W/ MJ CAP Cf) ASSEMBLY SEE C' - (91 wr r-CLEANOUT PER. REN ____X_Aj Li -THRUST BLOCK : _FM /Lj i FmSTD PLAN B076 I I.-, I Li N 16,5447_ N -STA 65+11.180 qi'o' LT/ 1 17.45 J. STA 65+27 .0* T .18' 20 L 64_r50 RCONSTRUCTION SSMH #8-3,. 48## 651 1-12'" x 12" CROSS, FL x MJ W CLOSE CONFORMAKE V) V) STA 65+27.18, 310 2-12" GATE VALVE, FL x MJ qtr :r MJ CAP SE LINE i48A TCE op-- 4 low CB, TYPE I 4W BOEING 381 ASSEMBLY Vol" ------ SEE RENTON STD GE 28.15 I . . . . . . ZC 40000ON 1. PROTECT EXISTING R/W IV, 12 CB, T�PE 1 NC 7 (425)951-4808 Fax -T IT z T BOEING 319 OE ........ F. "i aMNQ,'� 385 �'-."o .fl. 1.111541 IF, i 1411*14, --WV&1WAN' V. OVA I a' 'A%UW&0�A%UWM. %00 `� AIOASVAMTAM PAX A CONC 65+00 PROPOSED CENTERLINE • V) • FROM FACE OF CURB TYP J 00=_ CON _SD -S Z jdaEcj qmp<� j HCP PAR (ING SIGNS R/W J CONC 42. 7' TCE 20' BLDG SETBACK LINE N. 8TH ST. STA. 65+19. DRIVEWAY STA 10+00 STA 65+11.189 4.4.5" RT PIPE END CAPPED FOR FUTURE EXTENSION I E 17.53 WOO W W W LO 04 co z 7 � 000 0) 00 2" W STA 68+92s 8TH ST STA. 4 zo, VA L-V a I --fco- - C.." to - i -it-T SCALE 14rD VALVE! 10+00 • 32.000 LT 1 -FIRE HYDRANT 65t .G- • SEN., 0 10 20 40 M.- I is,s &-r. V) ?: ASSEMBLY SEE C' - (91 wr goo FEET : L RENTON STD C14 N 16,5447_ J. -.j SS MH 10E-Jq __RIm__'qA.q0 6" CONC N 18.23 L PLAN B102 7 � 000 0) 00 2" W STA 68+92s 8TH ST STA. 4 zo, VA L-V a I --fco- - C.." to - i -it-T SCALE CF) 12" SD 10+00 • 32.000 LT 1 -FIRE HYDRANT 1,11AD Z SEN., 0 10 20 40 M.- I "Vo Isr * 3. AFTER APPROXIMATELY DECEMBER 2006 (VERIFY WITH V) ?: ASSEMBLY SEE C' - (91 wr goo FEET : L RENTON STD C14 N 16,5447_ J. -.j SS MH 10E-Jq __RIm__'qA.q0 6" CONC N 18.23 L PLAN B102 64_r50 RCONSTRUCTION NOTES 651 - 00 10' STORM EASEMENT CLOSE CONFORMAKE V) V) STA 65+27.18, 310 JOINT TRENCH qtr :r MJ CAP REC. NO. 200412280#t W 1-FIRE HYDRANT ASSEMBLY U36 --U41, ------ SEE RENTON STD -1--" its 40000ON 1. PROTECT EXISTING BOEING UTILITY • REMAIN. CB, T�PE 1 TCE 7 (425)951-4808 Fax Uf T BOEING 319 OE ........ F. "i aMNQ,'� 385 �'-."o T. 2. AFTER APPROXIMATELY DECEMBER 2006 (VERIFY WITH • row Fkvxf �� GE 28. 8� iDI N', 26,46, ENGINEER) CUT AND PLUG ABANDONED BOEING WATER LAJ AND SEWER LINES WITH MINIMUM *121' CUT. WHEREVER ENCOUNTERED. PLUG LENGT H • CONCRETE AT EACH 4 NANA 5011A fr VA V' VA WA VA v fAv A.V ' R10A tA 10-41 00 A WAR"WOR #A 0ANNA WE 0AN IN AA QA W ! _ 'r V ; �AN 0 W A-01 AFj '' A Q,2, 'A ' BrA HAD,. Al - � � - '' 7 � r,4A 'A �A ;4 1 1,�Ijf I %PY51101 X MUWA _%A 111A 66+00 ' CONSTRUCTION C/L -AAR M "C I-W 4 • A 67+00 ASPHA 15" SS 6 0 0 1 W A A X. 7 � 000 0) 00 2" W N 8TH ST STA. 4 zo, VA L-V a I --fco- - C.." to - i -it-T LO n CF) 12" SD 10+00 NfAL-Vir 0. 1,11AD Z NW,1114 S 8- W 0) "Vo Isr * 3. AFTER APPROXIMATELY DECEMBER 2006 (VERIFY WITH V) ?: co C' - (91 wr EV 29.19 co : -77 -7-7-1-7 144, " W'/7,W,'f20;T77,_,7_/ 7-7-77-7 / ;71-- 8 C14 N 16,5447_ J. -.j SS MH 10E-Jq __RIm__'qA.q0 6" CONC N 18.23 W ENGINEER) REMOVE AND DISPOSE OF BOLLARDS 64_r50 G, 04 DOMESTIC WATER 651 - 00 V) CLOSE CONFORMAKE V) V) STA 65+27.18, 310 JOINT TRENCH 1-12" STUB W/ MJ CAP SEE DWGS W 1-FIRE HYDRANT ASSEMBLY U36 --U41, TYP SEE RENTON STD PLAN B102 A No 8TH $T-o (425)951-4808 Fax Uf T I T. U) (INCLUDING FOOTINGS), FIRE HYDRANTS, AND. PIVtS. 15" SS CUT AND CAP CA 1QT I ON PPE IrSERS FRO tA 10 66+00 ' CONSTRUCTION C/L 67+00 ASPHA 15" SS 6 0 0 1 W A A X. -7 4' -1 T -T + 0 BELOW GROUND SURFACE. CUT, DRAIN, AND MJ CAP F21 77 vai-V7 L7r VA LVE! ��7 �10 z - �G� 11 W V) m 1.07 CI ABANDONED FIRE PROTECTION LINE ON NORTH U71LIDOR 14- 12" MIN CLR. TYP � 000 0) 00 N 000 N 8TH ST STA. 65+19-14= LO n ST. 10+00 NfAL-Vir HCP PA SIGNS 2 CONC 0) qp V) ?: co C' - (91 wr EV 29.19 co Cn -77 -7-7-1-7 144, " W'/7,W,'f20;T77,_,7_/ 7-7-77-7 / ;71-- 8 C14 N C\j J. -.j SS MH 10E-Jq __RIm__'qA.q0 6" CONC N 18.23 X BOEING 6" C1 64_r50 G, 04 DOMESTIC WATER 651 - 00 V) CLOSE CONFORMAKE V) V) STA 65+27.18, 310 JOINT TRENCH 1-12" STUB W/ MJ CAP SEE DWGS X Ld 1-FIRE HYDRANT ASSEMBLY U36 --U41, TYP SEE RENTON STD PLAN B102 12" MIN CLR. TYP � 000 0) 00 N 000 N 8TH ST STA. 65+19-14= LO n ST. 10+00 0000 z DRIVEWAY 0) qp V) ?: co r7 E EV 29.19 co Cn NN C14 N C\j N (Von) 64_r50 G, 04 651 - 00 V) CLOSE CONFORMAKE V) V) 1 X W:2 N 00 N ANNOD X Ld LJ X X Uj W 3350 Monte Villa Parkway I Bothell, Washington 98021-8972 A (425)951-4800 (425)951-4808 Fax Uf 12" MIN CLR. TYP Z LO LO - V- 1• 00 (0 r".1- 04. 06) 1 ('6') r*-*-* Al N K = 100.00 * z 9 in 4'-0" MIN COVER (AT C/L OF PIPE, TYP X LLI 'Im'* --- --)1KLL1p AND 0 U1 ABANDONED FUlAbLt- U) BSP TRACT Q .)IUr- Ur 00 WATER LINE ON SOUTH -SIDE OF STREET. DRAIN . LINES U PLID R P BEFORE CAPPING, DECHLORINATING AND PROPERLY DISPOSING OF WATER. N7 KA 12' ISD ST P/, 12 SD 4. WATER CROSSES UNDER JOINT TRENCH WITH 12 9- I gcos Ltj CLEARANCE. SEE DETAIL 3, DWG U27. CANOPY z 001�� HCP PARKING 5. CONNECT EXISTING 6" SEWER TO MAIN WITH 12 "x6" to U) SIGNS (S CON I 1�rR/W M. TEE PER RENTON STD PLAN B079 (EXCLUDING 7 r777 77 NOUT). MAINTAIN SEWER SERVICE THROUGH - `7 7--77* 7_1 7'_-7_1'17 7 7 CLEA < p f FIN FLR 9.22' TCE Q APPROXIMATELY DECEMBER 2006 (CONFIRM DATE WITH 1C) 20' BLDG SE7BACK LINE ENGINEER). THEREAFTER ABANDON/DEMOLISH BOEING N. 8TH, ST- STA. 68+42,*18= Z) MANHOLE SOUTH OF CURB LINE BY EITHER MA DRIVEWAY STA 10+00 A C 7z STA 68+67.09, 44.5 LT COMPLETELY REMOVING, OR DEMOLISHING TO 5' BELOW HCP PARKING PIPE END CAPPED FOR SIGN Aj FINISH.GRADE AND FILLING MANHOLE WITH COMPACTED FUTURE EXTENSION SAND. PLUG 6"' SEWER AT MANHOLE WITH MINIMUM STA 68+67.09' 9.0** RT' CLEANOUT PER RENTON r%Q_C e_bS Qr S 12" OF CONCRETE. a-�-1'45q Oc* SSMH #8-49 48" STD PLAN 8076.1 'Dco LQS-P-( 0 1E 19.06 GENERAL NOTES.. N TH ST STA. 68+42.18= V) D R EWAY ST. f0+00 1. FOR STORM DRAIN LOCATIONS, SEE DWGS C1__ SDOOSD25. EL =29.31 - cn _4r 0 °, V) 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT z CS4 DEFLECTIONS IN WATER LINE, DEFLECT PIPE JOINTS U) 3: • 00 z -fl -H NO MORE THAN HALF OF MANUFACTURER'S 0 EXISTING GROUND 0 000 0) AN nKI f-% o RECOMMEND-ED MAXIMUM. -3:7 L tn LJ N n a- cl. I Cr X FINISH _D GRADE C14 Cq 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE Ld U) 0 C014STRUCTION (.%./L (14 X X X X X X X WRAPPED WITH BLACK, TUBE-FORM POLYETHYLENE W LU W Uj W ri PER ANSI/AWWA C105. C' _. :t ' C- 4 C T rr) 2 R i vt r r- 4 1 I _F H2,f, leve A", 475 I P UJ LEGEND: 6 LF 15" PVC SS S=0.004 q/FT 0 3: ......... .................................... JOINT TRENCH U,60 up S GENERAL I W act PtAN, i s,Ecjio s W TE 2, TYP � j I I I i I I nn C/) 0 N 00 W m 0 N (0 co � to Ln cN 000 00 N co ff) r- r- U') r__ (0 00 LO 00 14- 00 ff) 00 N 00 00 c3 m 00* co 0 006 006 co 0; co, 6 N N 04 c1q 65 15 0 66 tOO 1 66J50 67+00 67 +50 suit m. BHC Consultants, LLC C8R DESK94m. 720 Third Avenue, Suite 1200 EGA Seattle, Washington 98104-1820 IN 5 L WAM PLS Tel: (266) 50,5-34000 ADDENDUM #4 LA 5/22/06 CONSULTANTS Fax: (206) 505-3406 LCA- Fbimedy a Division of Benyman & Henigar NO. REVISION BY DATE APPR mmvm a LCA LO to II t I _V: 10 If � 000 0) 00 N 000 h 0-) W 00 00 LO n r� r- r_ 0000 z c6 00 0) 00 06 co co co 6 co Cn NN C1111 N C\j N 64_r50 69 651 - 00 �, CLOSE CONFORMAKE CITY- OF RENTON 1 00 N ANNOD I ONE ff" AT FULL SCALE iF nor ow mm SOME ACCORMMY DATUM 3350 Monte Villa Parkway DepDept. Bothell, Washington 98021-8972 (425)951-4800 (425)951-4808 Fax Uf whpacific.com Z LO LO - V- 1• 00 (0 r".1- 04. 06) 1 ('6') r*-*-* Al N K = 100.00 * z 9 in 4'-0" MIN COVER (AT C/L OF PIPE, TYP X LLI 'Im'* --- --)1KLL1p AND 0 U1 ABANDONED FUlAbLt- U) BSP TRACT Q .)IUr- Ur 00 WATER LINE ON SOUTH -SIDE OF STREET. DRAIN . LINES U PLID R P BEFORE CAPPING, DECHLORINATING AND PROPERLY DISPOSING OF WATER. N7 KA 12' ISD ST P/, 12 SD 4. WATER CROSSES UNDER JOINT TRENCH WITH 12 9- I gcos Ltj CLEARANCE. SEE DETAIL 3, DWG U27. CANOPY z 001�� HCP PARKING 5. CONNECT EXISTING 6" SEWER TO MAIN WITH 12 "x6" to U) SIGNS (S CON I 1�rR/W M. TEE PER RENTON STD PLAN B079 (EXCLUDING 7 r777 77 NOUT). MAINTAIN SEWER SERVICE THROUGH - `7 7--77* 7_1 7'_-7_1'17 7 7 CLEA < p f FIN FLR 9.22' TCE Q APPROXIMATELY DECEMBER 2006 (CONFIRM DATE WITH 1C) 20' BLDG SE7BACK LINE ENGINEER). THEREAFTER ABANDON/DEMOLISH BOEING N. 8TH, ST- STA. 68+42,*18= Z) MANHOLE SOUTH OF CURB LINE BY EITHER MA DRIVEWAY STA 10+00 A C 7z STA 68+67.09, 44.5 LT COMPLETELY REMOVING, OR DEMOLISHING TO 5' BELOW HCP PARKING PIPE END CAPPED FOR SIGN Aj FINISH.GRADE AND FILLING MANHOLE WITH COMPACTED FUTURE EXTENSION SAND. PLUG 6"' SEWER AT MANHOLE WITH MINIMUM STA 68+67.09' 9.0** RT' CLEANOUT PER RENTON r%Q_C e_bS Qr S 12" OF CONCRETE. a-�-1'45q Oc* SSMH #8-49 48" STD PLAN 8076.1 'Dco LQS-P-( 0 1E 19.06 GENERAL NOTES.. N TH ST STA. 68+42.18= V) D R EWAY ST. f0+00 1. FOR STORM DRAIN LOCATIONS, SEE DWGS C1__ SDOOSD25. EL =29.31 - cn _4r 0 °, V) 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT z CS4 DEFLECTIONS IN WATER LINE, DEFLECT PIPE JOINTS U) 3: • 00 z -fl -H NO MORE THAN HALF OF MANUFACTURER'S 0 EXISTING GROUND 0 000 0) AN nKI f-% o RECOMMEND-ED MAXIMUM. -3:7 L tn LJ N n a- cl. I Cr X FINISH _D GRADE C14 Cq 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE Ld U) 0 C014STRUCTION (.%./L (14 X X X X X X X WRAPPED WITH BLACK, TUBE-FORM POLYETHYLENE W LU W Uj W ri PER ANSI/AWWA C105. C' _. :t ' C- 4 C T rr) 2 R i vt r r- 4 1 I _F H2,f, leve A", 475 I P UJ LEGEND: 6 LF 15" PVC SS S=0.004 q/FT 0 3: ......... .................................... JOINT TRENCH U,60 up S GENERAL I W act PtAN, i s,Ecjio s W TE 2, TYP � j I I I i I I nn C/) 0 N 00 W m 0 N (0 co � to Ln cN 000 00 N co ff) r- r- U') r__ (0 00 LO 00 14- 00 ff) 00 N 00 00 c3 m 00* co 0 006 006 co 0; co, 6 N N 04 c1q 65 15 0 66 tOO 1 66J50 67+00 67 +50 suit m. BHC Consultants, LLC C8R DESK94m. 720 Third Avenue, Suite 1200 EGA Seattle, Washington 98104-1820 IN 5 L WAM PLS Tel: (266) 50,5-34000 ADDENDUM #4 LA 5/22/06 CONSULTANTS Fax: (206) 505-3406 LCA- Fbimedy a Division of Benyman & Henigar NO. REVISION BY DATE APPR mmvm a LCA LO to II t I _V: 10 If 4" 00 � 000 0) 00 h 0-) W 00 00 LO n r� r- r� .14- 00 co z c6 00 0) 00 0) 00 NN (33 -j FOR AS CONSTRUCTED 00 68±00 RM NOT NO IN RED 68±50 69 SME. H: 1"=20' V.- 1 =50 VD V8nrA_* NA IMP' CLOSE CONFORMAKE CITY- OF RENTON 00 N ANNOD 4" 00 � 000 0) 00 h 0-) N N 00 00 LO n r� r- r� .14- 00 co 00 c6 00 0) 00 0) 00 NN (33 C6 6 00 68±00 68±50 69 SME. H: 1"=20' V.- 1 =50 VD V8nrA_* NA IMP' CITY- OF RENTON I ONE ff" AT FULL SCALE iF nor ow mm SOME ACCORMMY DATUM Planning/Building/Public Works DepDept. ,cl CITY OF 'RENTON SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS UTILITY PLAN AND PROFILE N. 8TH ST. STA 64+25 TO STA 69+00 3/0 (p DAM 4/17/06 fly: PAGE: OPAWM W. U 1��2 h *s4 -104