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Home My WebLink AboutS-275601U) LLJ o 00 F Cn LJ U) Of A (D I_ W 0 Cj- LIJ 0 0 LLJ CID Of + LO =D c/) Ld '0 — z 00 0r .2 < LLJ pa E mE ,E FL C, U cS -0 T 6" T 1111 NEW 1 1/2" DOMESTIC I f tz. — METER FOR REST ROOMS STA 18+45 (36.5' LT) RELOCATE I LLI STA 3+44 (76' RT) EXISTING HYDRANT —Z-7 IRRIGATION VALVE BOX 1-8" 90' BEND (MJXFL)/CONC BLOCK STA 3+30 (80' RT) SEE 36 LF 6" DI PIPE SHACKLE ALL SHEET L2.2 - FITTINGS TO VALVE r--ABANDON 4" WATER EX SSMH 1-6-X8- REDUCER (MJXFL) MAIN IN PLACE STA 21+24,24, 25' RT REMOVE EXISTING 4" GATE VALVE 1 -13- GATE VALVE (FLXMJ) CONNECT NEW 8" PVC zo AND INSTALL 4" PLUG AT TEE NEW 1 LANDSCAPE x 12 TO EX MH, IE S=32.27 c1q TAPPING TEE IRRIGATION � METER MATCHLINE STA 3♦25 0 RIM 38.77 —ABANDON 4" WATER STA 3+44 (80' RT) (MJxFL) CONC. IE 12" N = 32-02 (n g NEW BLOCK, 12" GATEO Ili 12" E = 32.02 MAIN IN PLACE VALVE (FLxMJ) IE 8" S = 32.27 ABANDON PSC r-STA 16+67 SEWER SERVICE — I \ 1 1. 11 ? VIGOT E WCE Lo 12 INSTALL 4" PLUG 1 24"X 10" ro AT TEE TAPPING TEE BLOCK -+ El t (MJXFL)/CONC. co BASE 10" GATE VALVE (FLXMJ) ROW LINE o I /� on uGI 'V uGT— uGT. udp uGT-- -t*T- 12" w + w T mo- 24" DI w—w--w W �ww— ss ss mETRo - ss ==Qz�zz ID7'WM ss 7_� mETRo s! 5s ss ---+-60± LF -8" DI PIPE AL 70 IF -12" DI PIPE 16+00 9 60± LF -10' DI PIP 1100 1 lr-1-9+00 -_ -_ it W S 1, -BURNETT, AVENUE S40 T! co q14 ss- ss-1 SS�Ss 26 ss-- ss 7y I a I o yy —w—H w s.. c., Lv w e- 6w w _AF w a.. w _w w - w w rn P 0 L ROW __LC1_NeG Q 13 EX SSMH C ABAND N N 12' NEW SSMH 54- CUT '& CAP EX. 6' WATER: FOR 'TEMPORARY STA 18+43-58 NEW SSMH 54" M, 1) I \ \ I � : I I I ! 241,97' RT STA 19+95, 20' RT 2" BLOW OFF STA 16+34, 20" RT SERVICE RIM 39�05 �STA 18+89.58 RIM 38.23 ASSEMBLY RIM 38-11 TAPPING TEE + FL = 33-55 24"X8 8" IE IN = '32:82 —RECONNECT EXISTING WATER SERVICE 8" !E OUT = 34.29 (MJxFL)/CONC. BLOCK 1 8" IE OUT 32.77 6" IE IN = 34.34 —361 LF 8- PVC 8" GATE VALVE (FLxMJ) z CONNECTNEW 6" SERVICE' TO S=0.004% S\1 -X8- REDUCER (17LXMJ) EX SSMH (ABANDON) EXISTING FIRE SPRINKLER METER 6 STA 16+06.77, 25.14' RT 1-10-x6" REDUCER (MJ) '--��—±535 L-F-10" D-1- WATER FIRE HYDRANT ASSEMBLY (36.5' RT) REMOVE EXISTING RIM EL 38.7 INSTALL NEW 6" DDCVA IN CONCRETE VAULT CLASS 52 WITH POLY WRAP CUT CAP N VALVE AND INSTALL IE OUT = 34-38 I PER RENTON STANDARD DETAIL Blob @ 4' MINIMUM COVER '—ABANDON 6" WATER EXISTING 6" yN 8- PLUG 1-10" 90• BEND (MJ) MAIN IN PLACE WATER AT MAIN (By CITY) 2 - + + 11 + 1-6" 90- BEND (MJ) LINE. INSTALL 6 POTHOLE EX- UTILITIES TO VERIFY PLUG AT TEE. ACCEPTABLE LOCATION (BY CITY) U)i ABANDON EXISTING SIDE SEWERS AND CONSTRUCT (n REPLACE AND RECONNECT EXISTING G SIDE SEWERS NEW STUBS AT LOCATIONS SHOWN AT SLOPE OF 1% STA 15+60 TO STA 21+25 PLAN — 0HDk1C7TT X/CWHC' 4Z SCALE I- = 20' COP 5- Al S SEE TYPICAL SECTIONS NOTES: STREET RESTORATION REQUIREMENTS 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. NOTES: 2- HAND TAMP UNDER HAUNCHES. SUBSEQUENT BACKFILL MATERIAL 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY 1-ADJUST ALL WATER METER BOXES AND VAULT LIDS TO FINISH GRADE. IMPORT PER SECTION 9-03.9(3) EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE 2_ SEE SHEETS C8-C11 FOR STORM DRAINAGE INFORMATION. BASE COURSE. HAND TAMP ONLY. 4- PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE ®1 ABANDON WATER SERVICE_ FLOW LINE IS MAINTAINED. PROPOSED 6- OR 8" 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN PIPE ZONE MATERIAL PER SECTION THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. 9-03.16 BEDDING MATERIAL FOR FLEXIBLE PIPE 6", 8" PVC SEWER EXCAVATION OF UNSUITABLE SOIL TYPICAL TRENCH BEDDING AND BACKFILL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH DETAIL AS APPROVED BY ENGINEER MATERIAL SHALL MEET SECTION NO SCALE 9-03.9(1) BALLAST 1701 counwral BRA NDATE: HILLIPS Department of Transportation - Transit Division 6-6-00 Parametrix, Inc. Job No, 95000.00 Ref. North J251 353-W= K SCALE: FILE WASHINGTON OREGON CDC 1 "=20 -0 Wffl+TrdR11 C RENTON TRANSIT CENTER 23040735 Sumner Portland low Lonare SL 1 3!! DC jwl� ; 1 DWG. NO. ME dM of Architecture suns 405 RECOM. CONTRACT: wdwww Of an TEXAS The Anwrican Urban Dedgn 4w_� CITY OF RENTON _2 I(Mand Houston mmm"*_ . . King County APPROVED Bi a. art AS F _J C03057C C11A ".D.. J2.1 223--2742 0' 10' 20* 40' ArchReds WATER AND SEWER PLAN SHT OF 622-9M fax SCANNED MAp 2 9 7--_174-6CT SCANNED NOV 71003 04 PAY LIMIT TRENCH BACKFILL 6'-0" FOR 8" MAIN LINES wvW 2 7_z 2n A M%okLm L= 47'i %-X I 0 -0 T 6" T 1111 NEW 1 1/2" DOMESTIC I f tz. — METER FOR REST ROOMS STA 18+45 (36.5' LT) RELOCATE I LLI STA 3+44 (76' RT) EXISTING HYDRANT —Z-7 IRRIGATION VALVE BOX 1-8" 90' BEND (MJXFL)/CONC BLOCK STA 3+30 (80' RT) SEE 36 LF 6" DI PIPE SHACKLE ALL SHEET L2.2 - FITTINGS TO VALVE r--ABANDON 4" WATER EX SSMH 1-6-X8- REDUCER (MJXFL) MAIN IN PLACE STA 21+24,24, 25' RT REMOVE EXISTING 4" GATE VALVE 1 -13- GATE VALVE (FLXMJ) CONNECT NEW 8" PVC zo AND INSTALL 4" PLUG AT TEE NEW 1 LANDSCAPE x 12 TO EX MH, IE S=32.27 c1q TAPPING TEE IRRIGATION � METER MATCHLINE STA 3♦25 0 RIM 38.77 —ABANDON 4" WATER STA 3+44 (80' RT) (MJxFL) CONC. IE 12" N = 32-02 (n g NEW BLOCK, 12" GATEO Ili 12" E = 32.02 MAIN IN PLACE VALVE (FLxMJ) IE 8" S = 32.27 ABANDON PSC r-STA 16+67 SEWER SERVICE — I \ 1 1. 11 ? VIGOT E WCE Lo 12 INSTALL 4" PLUG 1 24"X 10" ro AT TEE TAPPING TEE BLOCK -+ El t (MJXFL)/CONC. co BASE 10" GATE VALVE (FLXMJ) ROW LINE o I /� on uGI 'V uGT— uGT. udp uGT-- -t*T- 12" w + w T mo- 24" DI w—w--w W �ww— ss ss mETRo - ss ==Qz�zz ID7'WM ss 7_� mETRo s! 5s ss ---+-60± LF -8" DI PIPE AL 70 IF -12" DI PIPE 16+00 9 60± LF -10' DI PIP 1100 1 lr-1-9+00 -_ -_ it W S 1, -BURNETT, AVENUE S40 T! co q14 ss- ss-1 SS�Ss 26 ss-- ss 7y I a I o yy —w—H w s.. c., Lv w e- 6w w _AF w a.. w _w w - w w rn P 0 L ROW __LC1_NeG Q 13 EX SSMH C ABAND N N 12' NEW SSMH 54- CUT '& CAP EX. 6' WATER: FOR 'TEMPORARY STA 18+43-58 NEW SSMH 54" M, 1) I \ \ I � : I I I ! 241,97' RT STA 19+95, 20' RT 2" BLOW OFF STA 16+34, 20" RT SERVICE RIM 39�05 �STA 18+89.58 RIM 38.23 ASSEMBLY RIM 38-11 TAPPING TEE + FL = 33-55 24"X8 8" IE IN = '32:82 —RECONNECT EXISTING WATER SERVICE 8" !E OUT = 34.29 (MJxFL)/CONC. BLOCK 1 8" IE OUT 32.77 6" IE IN = 34.34 —361 LF 8- PVC 8" GATE VALVE (FLxMJ) z CONNECTNEW 6" SERVICE' TO S=0.004% S\1 -X8- REDUCER (17LXMJ) EX SSMH (ABANDON) EXISTING FIRE SPRINKLER METER 6 STA 16+06.77, 25.14' RT 1-10-x6" REDUCER (MJ) '--��—±535 L-F-10" D-1- WATER FIRE HYDRANT ASSEMBLY (36.5' RT) REMOVE EXISTING RIM EL 38.7 INSTALL NEW 6" DDCVA IN CONCRETE VAULT CLASS 52 WITH POLY WRAP CUT CAP N VALVE AND INSTALL IE OUT = 34-38 I PER RENTON STANDARD DETAIL Blob @ 4' MINIMUM COVER '—ABANDON 6" WATER EXISTING 6" yN 8- PLUG 1-10" 90• BEND (MJ) MAIN IN PLACE WATER AT MAIN (By CITY) 2 - + + 11 + 1-6" 90- BEND (MJ) LINE. INSTALL 6 POTHOLE EX- UTILITIES TO VERIFY PLUG AT TEE. ACCEPTABLE LOCATION (BY CITY) U)i ABANDON EXISTING SIDE SEWERS AND CONSTRUCT (n REPLACE AND RECONNECT EXISTING G SIDE SEWERS NEW STUBS AT LOCATIONS SHOWN AT SLOPE OF 1% STA 15+60 TO STA 21+25 PLAN — 0HDk1C7TT X/CWHC' 4Z SCALE I- = 20' COP 5- Al S SEE TYPICAL SECTIONS NOTES: STREET RESTORATION REQUIREMENTS 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. NOTES: 2- HAND TAMP UNDER HAUNCHES. SUBSEQUENT BACKFILL MATERIAL 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY 1-ADJUST ALL WATER METER BOXES AND VAULT LIDS TO FINISH GRADE. IMPORT PER SECTION 9-03.9(3) EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE 2_ SEE SHEETS C8-C11 FOR STORM DRAINAGE INFORMATION. BASE COURSE. HAND TAMP ONLY. 4- PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE ®1 ABANDON WATER SERVICE_ FLOW LINE IS MAINTAINED. PROPOSED 6- OR 8" 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN PIPE ZONE MATERIAL PER SECTION THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. 9-03.16 BEDDING MATERIAL FOR FLEXIBLE PIPE 6", 8" PVC SEWER EXCAVATION OF UNSUITABLE SOIL TYPICAL TRENCH BEDDING AND BACKFILL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH DETAIL AS APPROVED BY ENGINEER MATERIAL SHALL MEET SECTION NO SCALE 9-03.9(1) BALLAST 1701 counwral BRA NDATE: HILLIPS Department of Transportation - Transit Division 6-6-00 Parametrix, Inc. Job No, 95000.00 Ref. North J251 353-W= K SCALE: FILE WASHINGTON OREGON CDC 1 "=20 -0 Wffl+TrdR11 C RENTON TRANSIT CENTER 23040735 Sumner Portland low Lonare SL 1 3!! DC jwl� ; 1 DWG. NO. ME dM of Architecture suns 405 RECOM. CONTRACT: wdwww Of an TEXAS The Anwrican Urban Dedgn 4w_� CITY OF RENTON _2 I(Mand Houston mmm"*_ . . King County APPROVED Bi a. art AS F _J C03057C C11A ".D.. J2.1 223--2742 0' 10' 20* 40' ArchReds WATER AND SEWER PLAN SHT OF 622-9M fax SCANNED MAp 2 9 7--_174-6CT SCANNED NOV 71003 04 PAY LIMIT TRENCH BACKFILL 6'-0" FOR 8" MAIN LINES wvW 2 7_z 2n A M%okLm L= 47'i %-X I