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HomeMy WebLinkAboutzW-3812setSEC.19 T.23N. R.5E. W.M. GENERAL NOTES: WTM N i CUT AND CAP EXISTING 4" WATER 14ST STA 10+89.52 (25.76 LT) / I / OPL LINE CONNECTION BY OTHERS — 14ST 9+92.44 POB = o G / NB405 1190+64.33, 345.03' RT N 173399.33 0 E 1298516.47 (SEE SHEETS PVD01-PVD04) • o / x /10. / 21 o X' APPROXIMATE'LOCATION OF EX. WATER METER. FIELD VEA[FFy_:._._., i EX 4" W TO BE; CUT AND CAPPED 10' \ WSDOT LIMITED NORTH OF EXISTI ATER SERVICE RIGHT, OF WAY �� LINE. THIS WORD O BE PERFORMED Y OPL AND THE CI OF RENTON. 9 i 6 y 0 / EX FIRE HYDRANT 22t ASSEMBLY TO REM IN 8 DI WATER MAIN CONSTRUCTION SEQUENCE: 1. PRIOR TO OPL'S INSTALLATION OF THE NEW PETROLEUM PIPELINE, THE CITY AND OPL TO CUT AND CAP, AND INSTALL CONCRETE DEAD -MAN BLOCK ON EXISTING 4" WATER MAIN. 2. CITY OF RENTON TO INSTALL: a. ISOLATION VALVE, CAP AND TEMPORARY BLOCK IN DAVIS AVENUE S. b. ISOLATION VALVE, CAP AND TEMPORARY BLOCK IN SHATTUCK AVENUE S. c. ISOLATION VALVE, TEE FOR FIRE HYDRANT ASSEMBLY, ONE LENGTH OF PIPE, CAP AND TEMPORARY BLOCKING IN WHITWORTH AVENUE. d. ISOLATION VALVE, CAP AND TEMPORARY BLOCK IN MORRIS AVENUE. 3. CONTRACTOR TO ASSIST THE CITY OF RENTON TO INSTALL: a. VALVING, FIRE HYDRANT ASSEMBLY AND PERMANENT BLOCK IN SMITHERS AVENUE. 4. OPL TO REMOVE AND ABANDON OLD OIL PIPELINE. 5. OPL TO INSTALL NEW PIPELINE. 6. CONTRACTOR TO COMPLETE GRADING, CONSTRUCTION OF THE NOISE WALL AND OTHER FEATURES IN S 14TH STREET INCLUDING STORM DRAINAGE. 7. CONTRACTOR TO INSTALL AND TEST THE REMAINDER OF THE WATER MAINS AS SHOWN IN THE PLANS IN CONJUNCTION WITH CITY OF RENTON STANDARDS. NOISE WALL S —S— PROPOSED SANITARY SEWER BY OTHERS 226 EX 4" W (TO BE ABANDONED OR REMOVED AS NEEDED) PROPOSED 20" OPL BY OTHERS RIG1d OF WAY I ATKjNSoN Rf(fgSFOMRR 141017 Rjpl AS -BUILT �R�ONSTqUC170N FILE NAME c:\pwworking\nai\_x_grimando\d0321992\C8811_DE_UTD01.dgn TIME 9:02:18 AM REGION O. STATE FED.AID PROJ.NO. DATE 3/14/2017 10 WAS PLOTTED BY GRimando DESIGNED BY B. HELSLEY JOB NUMBER ENTERED BY G. RIMANDO REV 0 - RELEASED FOR CONSTRUCTION M14/17 CHECKED BY S. MESIC REV B -FINAL REVIEW 17/22/16 CONTRACT NO. C8811 LOCATION NO. PROJ. ENGR. C. CHEN I REV A -PRELIMINARY REVIEW 1 11/21/16 REGIONAL ADM. L. ENG I REVISION I DATE BY 7 DATE Box 0 0 F- w w w 2 w w 0 v DO v w z x 0 0 25 50 SCALE IN FEET AIIIIIIIIIIIIII -- Washington State Department of Transportation 1. ALL CONNECTIONS TO EXISTING WATER MAINS TO BE PERFORMED BY CITY FORCES. COORDINATE WITH CITY FOR SCHEDULING AND REQUIRED CONTRACTOR SUPPORT. 2. CONSTRUCTION SHALL BE IN ACCORDANCE WITH UTB 1221. 3. SUBGRADE FOR THE ROADWAY PRISM SHALL BE ESTABLISHED BEFORE EXCAVATION FOR INSTALLATION OF NEW WATER LINES. 4. DEPTH OF COVER OVER NEW WATER MAIN SHALL BE Y MINIMUM AND 5' MAXIMUM. 5. MINIMUM HORIZONTAL CLEARANCE TO STORM AND SHALLOW SEWER IS 5'. LEGEND T BLOW OFF ASSEMBLY CAP lcf FIRE HYDRANT CONCRETE THRUST BLOCKING BENDS SLEEVE = ADAPTOR ® WATER VALVE ® EXISTING WATER METER EXISTING WATER VALVE ® PROPOSED SANITARY SEWER MANHOLE ST PROPOSED STORM - PROPOSED DITCH ❑ PROPOSED CB UD - PROPOSED UNDERDRAIN — S S — - PROPOSED SEWER LINE w w - - PROPOSED WATER LINE — O O — - PROPOSED OIL L!^IE PLAN REF NO 1-405 / SR 167 INTERCHANGE UTD01 DIRECT CONNECTOR SHEET 244 OF UTILITY DETAIL 887 S.14TH STREET WATER SHEETS N TM W M I N 1• i 0 :D I- w w w w 0 co co v Lu Z J SEC.19 T.23N. R.5E. W.M. PROPOSED SANITARY SEWER BY OTHERS FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD PLAN 310.1 14ST STA 14+40.30 (23.74 RT) CUT CAP WSDOT LIMITED AND EXISTING 8" W RIGHT OF WAY 14ST STA 14+68.48 (13.09 LT) 7.17' (SEE NOTE 5) r_ NOISE WALL PROPOSED 20" OPL BY OTHERS 272 LF 8" DI W / V „ice• - -�--_ ��� �i����JJJ11J11JJ W_ W-M,, ffill 00, so O-°� IUD D g g W w w w w- w- W - S ' S S S S S- S S S S ST STS ST ST S _ I -- PROVIDE F VERTICAL CLEARANCE FROM BOTTOMITCH < TO TOP 6" WATER LINESEE SHEET UTD121405 - T FIRE HYDRANT ASSEMBLCONNECTION 74�11 CITY OF RENTON STANDPLAN 310.1DETAIL 14TH ST STA 17+45.91 (CITY OF RENTON TO CUT IN NEW ISOLATION SEE SHE DP1M VALVE ON EXISTING 8" W AFTER METER SERVICE FOR STORM/WATER / p� EXISTING F p h LINE TO 1405 DAVIS AVE S. VALVE AND ASPHALT Xi _- CROSSING ELEVATIONS / REPAIRS TO BE - HYDRANT ASS MBLY PROVIDED BY THE CITY OF / =- _ ;- RENTON. c TO BE REMO D Q� / / 1408 kl W/ W APPROXIMATE LOCATION = i5- _ ' W 2 w 1411 1 14TH ST TA 14+58.73 (53.76 RT) - - w _ _c-__ ••.,',i v -I w fo F1411��1� I 1413 l `mil 3 ' CAP AND ABANDON EX 8" W 00 Ile O; 8" DI �/ 14TH ST STA 14+66.24 (2.17 RT) Qw IMF{ 8" DI 8"x8" VERTICAL CROSS FOR POLYPIGGING PER STD PLAN 300.6 WITH TEMP BLOCKING p 1-8" 90° BEND (FLxFL) p 1-8" GATE VALVE (FLxFL) 1-8" GATE VALVE (FLxMJ) Lb 1-8" 11.25° BEND (FLxFL) 1-8" ADAPTORS (FLxMJ) CAP 8" WATER AND PROVIDE CONCRETE BLOCKING TEMP BLOCKING s rCONCIFIFTILIAL TESTING DETAIL ��CO TO SC DETAIL S= , LT NOT TO SCALE 3� o; cCAP AND ABANDON EX 8" WATER 8" DI w wtE CAP 8" WATER AND PROVIDE TEMP BLOCKING So CUT AND CAP EXISTING 8" W 14ST STA 17+95.11 (12.73 LT) WATER D DETAIL w _ U) w O ° O 0 w w - F N d ST� S _ S S Lu Z f S S J _T- U i Y' RIGHT OF 'WAY Cl OF RENTON TO ! CW IN NEW IS LATION VALVE ON EXISTING 8" W- AFTER METER SERVICE LINE TO --- W 1407 SHATTUCK AVE. S. VALVE AND Q ASPHALT REPAIRS TO BE PRO D U Y CITY OF RENTON. A .,,_ ;.. /'IPPRO (MATE LOCATION r714TH STA 17+72.85 (34.29 RT) Z m T 1406 m / EXISTING FIRE / HYDRANT ASSEMBLY' TO REMAIN ❑ 3' 0' CAP AND ABANDON roEX 8" WATER W 8" DI W W W O 14TH ST STA 17+79.77 (3.04 RT) co 1-8"x8" TEE (FLxFL) 2-8" GATE VALVES (FLxFL) 1-8" GATE VALVE (FLxMJ) 2.8" 11.25° BEND (FLxMJ) CONCRETE BLOCKING CONCEPTUAL TESTING DETAIL WATER DETAIL NOT TO SCALE GENERAL NOTES: 1. ALL CONNECTIONS TO EXISTING WATER MAINS TO BE PERFORMED BY CITY FORCES. COORDINATE WITH CITY FOR SCHEDULING AND REQUIRED CONTRACTOR SUPPORT. 2. CONSTRUCTION SHALL BE IN ACCORDANCE WITH UTB 1221. 3. WATER MAIN PIPES BETWEEN DAVIS AVE AND SHATTUCK AVE S SHALL BE D.I. CL 52 TYTON JOINT (PUSH -ON) PIPE WITH RESTRAINED HARNESS AT BELLS EQUAL TO MEGALUG SERIES 1700, OR ROMAGRIP 600 SERIES OR APPROVED EQUAL OR WATER MAIN PIPES SHALL BE MECHANICAL JOINT PIPES WITH RESTRAINED RETAINER GLANDS 0 25 50 EQUAL TO MEGALUG 1100 SERIES OR ROMAGRIP OR APPROVED EQUAL. SCALE IN FEET 4. ALL FITTINGS SHALL BE MECHANICAL JOINT WITH RESTRAINED RETAINER GLANDS AND WITH CONCRETE BLOCKING PER RENTON STANDARD PLANS. 5. VERIFY THE LOCATION OF THE NEW OLYMPIC OIL LINE PRIOR TO CONSTRUCTION. 6. SUBGRADE FOR THE ROADWAY PRISM SHALL BE ESTABLISHED BEFORE EXCAVATION FOR INSTALLATION OF NEW WATER LINES. 7. DEPTH OF COVER OVER NEW WATER MAIN SHALL BE T MINIMUM AND 5' MAXIMUM. 8. MINIMUM HORIZONTAL CLEARANCE TO STORM AND SHALLOW SEWER IS 5'. ATifiN.0o N MAR 14 zo�l �SPt RED&4SED FOR CONST RUCRUN LEGEND T BLOW OFF ASSEMBLY CAP lcf FIRE HYDRANT CONCRETE THRUST BLOCKING BENDS SLEEVE '= ADAPTOR ® WATER VALVE ® EXISTING WATER METER EXISTING WATER VALVE ® PROPOSED SANITARY SEWER MANHOLE _ST- PROPOSED STORM PROPOSED DITCH ❑ PROPOSED CB UD PROPOSED UNDERDRAIN - S S - - PROPOSED SEWER LINE W W - - PROPOSED WATER LINE - O O - - PROPOSED OIL LINE FILE NAME c:lpwworking\nai\_x_grimandoXd0321992\C8811_DE_UTDO2.dgn 1� P ti���pFwASy��, s�� � �2 � 2 _ o ssnT m o �c/sTER�,G�e 0-vd1. 3/14117 P.E. STAMP BOX BATE P.E. STAMP BOX DATE Washington State Department of Transportation I-405 / SR 167 INTERCHANGE DIRECT CONNECTOR PLAN REF NO UTD02 TIME 9:05:15 AM REGION NO. STATE FED.AID PROJ.NO. DATE 3/14/2017 10 WAS PLOTTED BY GRimando DESIGNED BY B. HELSLEY JOB NUMBER SHEET 2 OF OF 887 SHEETS ENTERED BY G. RIMANDO REV 0 - RELEASED FOR CONSTRUCTION M14/17 CHECKED BY S. MESIC REV B -FINAL REVIEW 12/22/16 CONTRACT NO. C8811 LOCATION NO. PROJ. ENGR. C. CHEN IREV A -PRELIMINARY REVIEW 11/21/16 UTILITY DETAIL S. 14TH STREET WATER REGIONAL ADM. L. ENG I REVISION DATE BY N M N 1♦ i SEC.19 T.23N. R.5E. W.M. ATkjNSO GENERAL NOTES: FIRE HYDRANT ASSEMBLY PER N 1. ALL CONNECTIONS TO EXISTING WATER CITY OF RENTON p MAINS TO BE PERFORMED BY CITY —_�-- STANDARD PLAN 310.1 'VAR IT o i 14TH ST ST 22+68-56 -j ISA114.201, vo FORCES. COORDINATE WITH CITY FOR �— A _ pEL�gSE SUPPORTING AND REQUIRED CONTRACTOR / CUT AND CAP EXISTING''y W� % _ 14ST STA 20+7110.,(17.54 LT) \'oq \°A 1-8" 450 BEND (MJxMJ) FORCpN 2. CONSTRUCTION SHALL BE IN / 3 WATER I .% � 14THCST STARETE BLOCKING 22 91N42 (3.24 RT) �TRUC]%ON ACCORDANCE WITH UTB 1221. WSDOT LIMITED I 1 DETAIL �- -- NOISE WALL ■! '9. WATER MAIN PIPES BETWEEN WHTWORTH o RIGHT OF WAY / / / o AVE AND MORRIS AVE SHALL BE D.I. CL p 3 A� CUT AND CAP ISTING 8" W 52 TYTON JOINT (PUSH -ON) PIPE WITH / 14ST STA 23+25.4 (16.72 LT RESTRAINED HARNESS AT BELLS EQUAL t- 9.17' 1 PROPOSED 20" OPL TO MEGALUG SERIES 1700, OR ROMAGRIP (SEE NOTE 4) BY OTHERS CONNECTIO w DETAIL 9 v 600 SERIES OR APPROVED EQUAL OR N 50 LF 8" DI W o WATER MAIN PIPES SHALL BE r' 263 LF 8" DI W yq MECHANICAL JOINTS PIPES WITH w RESTRAINED RETAINER GLANDS EQUAL TO o O o o O- o O O o �aO o - w APPROVED MEGALUG 1100 EQUAL.RIES OR ROMAGRIP OR o 01 O�O�O �W yripl' P4ST LIIVt o �O�O •,`_. F O W W yy Y W W W W W W W _ W S S y O O w 4. VERIFY THE LOCATION OF THE NEW W y 3 S S S —�$ = S iy�j uj OLYMPIC OIL LINE PRIOR TO d — S 1 ST CONSTRUCTION. w S� S T ST 213 LF 8"DIW 01 oq o S J $ $ 1L- S $ /cl, %\ I / N 5. ISM SUBGRADE R THE ROADWAY AY PR I SHALL BE ESTABLISHED BEFORE /' ----- ----—-- 37 LF 8 -PI I ~j EXCAVATION FOR INSTALLATION OF NEW U / I - _- ------------------- --------------- WATER LINES. --- — - I / SEE S TOR _•___„ \oq W RI GrT OF WAY y 2 7 CROSSING ELEV IONS I I z 6. DEPTH OF COVER OVER NEW WATER --SECTION MAIN SHALL BE TMINIMUM AND 5' SECTION 2' �� , `(; 1314 % I 2 MAXIMUM. SEE SHEET UTD )2� / / o ; I - _ O 3 I t 7. MINIMUM HORIZONTAL CLEARANCE TO PROPOSED SANITARY ;4 i STORM AND SHALLOW SEWER IS 5'. SEWER BI l l I 1327 / w ` / CITY OF NTON TO CUr,' IN NEW / °p Y OTHERS ISOLATION VALVE ON EXISTING 8" CITY OF RENTON TO fRE HYD T ASSEMBLY ER l.;l 1 �� I WAFTER METER SERVICE TO CUT IN NEW I CATIONYOF R TON f�?;l %i I 1314 WITHWORTH AVE S AND VALV ON EXI TING 8"NDARD PLAN 3 ` 't_ INSTALL TEE FOR FIRE HYDRANT W A TER ER I a 'r4TH ST STA =20+25.74 (44.37 RT) I / / I_ SEMBLY. VALVE AND ASPHALT SEVI 3 MORRIS I i REPAIRS TO BE PROVIDED BY AVE VA VE AND I CITY OF RENTON. ASPHALT REPAIRS TO i PPROXIMATE LOCATION BE PROVIDED BY CITY I I LEGEND 14TH ST TA 20+50.66 (53.17 RT) OF RENTON. I I INSTALLATION I I --_ APPROXIMATE LOCATION ; r EXISTING FIRE 1415 / cl i ( - I Q I HYDRANT ASSEMBLY T BLOW OFF ASSEMBLY I.14TH ST STA 22+98.93 I 22. RT) 1 I TO REMAIN CAP I O( I lc� FIRE HYDRANT 1400 CONCRETE THRUST BLOCKING / 0 25 50 SCALE IN FEET BENDS 3; O ; CAP AND ABANDON 8" DI SLEEVE 00 EX 8" WATER 8" DI Q Y_ ADAPTOR Wt2-8" 14TH ST STA 20+66.51 6.. 8" DI 8,. DI(6.42 RT) p� °" CAP AND ABANDON ® WATER VALVE W d'+ N1 EX 8" WATER �11 W H��CAP AND ABANDON �EX 8"WATER ® EXISTING WATER METER 10'EXISTING WATER VALVE 8"x8" VERTICAL CROSS 10'� / 1-8" 45° BEND (MJxMJ)8" TEE (FLxFL) FOR POLYPIGGING / '` 10'MIN CONCRETE BLOCKING PROPOSED SANITARY INSTALL 8" TEMP. GATE VALVES (FLxFL) PER STD PLAN 300.6 314TH ST STA 23+16.57 (29.83 RT) ® SEWER MANHOLE CAP ON 8" WATER GATE VALVE (FLxMJ) 2" TEMP BLOW OFFWITH TEMP THRUST 11.25° BEND (FLxFL) ASSEMBLY allBLOCK ADAPTORS (FLxMJ) TEMP BLOCKING CRETE BLOCKINGST — PROPOSED STORM 0° X; 3 1-8" GATE VALVE (MJxMJ) W a 1-8" DI NIPPLE (LF AS REQ'D) PROPOSED DITCH 1-8" DI SLEEVE (MJ) ED ❑ PROPOSED CB CONCEPTUAL TESTING DETAIL W UD - - PROPOSED UNDERDRAIN CONCEPTUAL TESTING DETAIL — S S - - PROPOSED SEWER LINE WATER DETAIL 4 \CONNECTION DETAIL - NOT TO SCALE - NOT TO SCALE AS -BUILT W w - - PROPOSED WATER LINE - O O — - PROPOSED OIL LINE FILE NAME c:lpwworking\nai\_x_grimando\d0321992\C8811_DE_UTDO3.dgn TIME 9:07:41 AM REGION STATE \ N H�L PLAN REF NO NO. FED.AID PROJ.NO. DATE 3/14/2017 ,` Q�� v 1-405 / SR 167 INTERCHANGE UTD03 PLOTTED BY GRimando 10 WAS # - y — TWO DIRECT CONNECTOR DESIGNED BY B. HELSLEY JOB NUMBER Washington State SHEET ENTERED BY G. RIMAND0 REV 0 - RELEASED FOR CONSTRUCTION M14/17 33747 0 246 CHECKED BY S. MESIC REV B - FINAL REVIEW 12/22/16 CONTRACT NO. LOCATION NO. �Ss�6']STER \��' Department of Transportation OF PROJ. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 11/21/16 3114/17 UTILITY DETAIL 887 C8811 REGIONAL ADM. L. ENG REVISION DATE BY P.E. STAMP BOX DATE P.E. STAMP BOX DATE S. 14TH STREET WATER SHEETS I FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. 9:09:24 AM 3/14/2017 GRimando B. HELSLEY C. CHEN SEC.19 T.23N. R.5E. W.M. ,QIRk- �— �— )OPL --Wca IV4 0, 01 WE'�CUT AND CAP EXISTING 8" WATER °Q�'V4 < PROPOSo14TH ST STA 25+65.50 (8.20 LT) Bf-OTH 74ST LINE • WSD S OT LIMITED \ _ / O -�,GHT OF WAY 0o 1O I A o' I v FIRE HYDRANT_ ASSEMBLY ON EXISTING 8 �111.�(A TO B \ / °A II- eFPR(��(DED BY CITY _OF REATON. CONTRACTOR FUY —A� -- FHER MAI ERIALS`AND CONSTRUCTION TO SUPPORT v I °A NST*L-4TION o I \ OPOSED SANWARY /�� I 1 TH Sr,, STA 25+55.96ck32.57 RT). \ \ I oo S R BY OTHERS, ;l \ I 16" tEE ( FL) \ ° I RIGHT 0 1 I ( Ek VAVL FLxM:))_ --- OF WAY \ �/ 1-8" DIM E (LWAS REQ'D) 1-8" CAP CONCRETE'L INq ° A\ <� I RE HYDRANT °ASS BLY \°q 1 Y OF RENTON STg DARD \ /I G� I ° 14TH T STA 25+36.'19 15.80 A \ '1T uj EXISTING FIRE HYDRANT °Ak j ASSEMBLY TO REMAIN �� l� Z / ( it(71 Cli \ I ook I °CITY OF RENTON TO CUT IN NE ISOL rim a ndo\d 0321992\C881 I I I EXISTING 8" Ndk*t, OF EXISTIN HYI 1 I ASPHALT REPAIRS TO, BePROVIDE Y I I APPROXIMATE\L79C Ib`N 14TH ST STA PS+`#�;;4 �`56.�6'� RT) \° � ,o I rr I 4\ \ IT I f \% I \o - o �' A / \` o -4-� _op —do — `� \ p O LAN i10.i RT�— OP— —oP - -OP_ 4(7 — I '— OP OP. 'All=�--OPT_ REGION I STATE FED.AID PROJ.NO. NO. 10 WAS JOB NUMBER REV 0 - RELEASED FOR CONSTRUCTION M14/17 REV B -FINAL REVIEW 12/22/16 CONTRACT NO. LOCATION NO. REV A -PRELIMINARY REVIEW 11/21/16 C8811 REVISION DATE I BY �ON OP--OP— V►ND OP_ — J N. 3/14117 DATE Box ATjfiNSoN MAR 14 2017 vo ftEt�SED FOR CONNUC17UN 0 25 50 SCALE IN FEET AS -BUILT A Washington State Department of Transportation GENERAL NOTES: 1. ALL CONNECTIONS TO EXISTING WATER MAINS TO BE PERFORMED BY CITY FORCES. COORDINATE WITH CITY FOR SCHEDULING AND REQUIRED CONTRACTOR SUPPORT. 2. CONSTRUCTION SHALL BE IN ACCORDANCE WITH UTB 1221. 3. SUBGRADE FOR THE ROADWAY PRISM SHALL BE ESTABLISHED BEFORE EXCAVATION FOR INSTALLATION OF NEW WATER LINES. 4. DEPTH OF COVER OVER NEW WATER MAIN SHALL BE Y MINIMUM AND 5' MAXIMUM. 5. MINIMUM HORIZONTAL CLEARANCE TO STORM AND SHALLOW SEWER IS 5'. 6. CHECK AGAINST DRAINAGE AND TESC PLANS TO ENSURE WATERLINE WORK DOES NOT ADVERSLEY AFFECT STREAM AND DRAINAGE WAY PRIOR TO START OF WORK. LEGEND T BLOW OFF ASSEMBLY CAP lcf FIRE HYDRANT CONCRETE THRUST BLOCKING BENDS SLEEVE '= ADAPTOR ® WATER VALVE ® EXISTING WATER METER Qw - EXISTING WATER VALVE ® PROPOSED SANITARY SEWER MANHOLE ST PROPOSED STORM - PROPOSED DITCH ❑ PROPOSED CB UD - PROPOSED UNDERDRAIN — S S - - PROPOSED SEWER LINE w w - - PROPOSED WATER LINE - O O — - PROPOSED OIL LINE 1-405 / SR 167 INTERCHANGE DIRECT CONNECTOR UTILITY DETAIL S.14TH STREET WATER PLAN REF NO UTD04 SHEET 247 OF 887 SHEETS REGION I STATE FED.AID PROJ.NO. NO. 10 WAS JOB NUMBER REV 0 - RELEASED FOR CONSTRUCTION M14/17 REV B -FINAL REVIEW 12/22/16 CONTRACT NO. LOCATION NO. REV A -PRELIMINARY REVIEW 11/21/16 C8811 REVISION DATE I BY �ON OP--OP— V►ND OP_ — J N. 3/14117 DATE Box ATjfiNSoN MAR 14 2017 vo ftEt�SED FOR CONNUC17UN 0 25 50 SCALE IN FEET AS -BUILT A Washington State Department of Transportation GENERAL NOTES: 1. ALL CONNECTIONS TO EXISTING WATER MAINS TO BE PERFORMED BY CITY FORCES. COORDINATE WITH CITY FOR SCHEDULING AND REQUIRED CONTRACTOR SUPPORT. 2. CONSTRUCTION SHALL BE IN ACCORDANCE WITH UTB 1221. 3. SUBGRADE FOR THE ROADWAY PRISM SHALL BE ESTABLISHED BEFORE EXCAVATION FOR INSTALLATION OF NEW WATER LINES. 4. DEPTH OF COVER OVER NEW WATER MAIN SHALL BE Y MINIMUM AND 5' MAXIMUM. 5. MINIMUM HORIZONTAL CLEARANCE TO STORM AND SHALLOW SEWER IS 5'. 6. CHECK AGAINST DRAINAGE AND TESC PLANS TO ENSURE WATERLINE WORK DOES NOT ADVERSLEY AFFECT STREAM AND DRAINAGE WAY PRIOR TO START OF WORK. LEGEND T BLOW OFF ASSEMBLY CAP lcf FIRE HYDRANT CONCRETE THRUST BLOCKING BENDS SLEEVE '= ADAPTOR ® WATER VALVE ® EXISTING WATER METER Qw - EXISTING WATER VALVE ® PROPOSED SANITARY SEWER MANHOLE ST PROPOSED STORM - PROPOSED DITCH ❑ PROPOSED CB UD - PROPOSED UNDERDRAIN — S S - - PROPOSED SEWER LINE w w - - PROPOSED WATER LINE - O O — - PROPOSED OIL LINE 1-405 / SR 167 INTERCHANGE DIRECT CONNECTOR UTILITY DETAIL S.14TH STREET WATER PLAN REF NO UTD04 SHEET 247 OF 887 SHEETS 1-405 / SR 167 INTERCHANGE DIRECT CONNECTOR UTILITY DETAIL S.14TH STREET WATER PLAN REF NO UTD04 SHEET 247 OF 887 SHEETS N TM W CV 1• i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DEPTH DF COVER OVER -NEW WATER. MA•IN. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� . . . . . . . . . . . . . . SHALL 13E T MINI UM• AND 5' MAXIM M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . dlio . . . . . . . . . . . . . . .0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . { . . . . . . . . . . . . PROPOSE . . . . STORM . . . . . RIGINAL . . . . . . . . . . . . . . . . . . . . . . 1.. PIPE, DE LFCTI,ON SHALT N T. EXCFE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ROUND . . . . . . . . . . . . . . . . . . . . . . . . . 50% .OF MANUFACTURER'S . . 0 5 1b . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RECOMM NDED M XIMUM . ELFECTIO .. VERT. SC LE, IN ,F ET . • • • • • • • • • • • • • • . . . . . . . . . . . . FINISHED . . . . 2.. SUBGRA E FOR . T E ROAD PRISM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GROUND . . . . . . !> . . . . . . . . . SHALL BE ESTABLISHED BEFORE . . . . . . . . . . . . . . . . � Q . . . . . . . . . EXCAVATION FOR INSTA•LLA ION OF . . . . 0 . . . 25 . . . 50 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Y. . . . . . . . . NEW WATER LINES . . . . . . . . . . HORIZ.S ALE' IN'F ET . . . . . . . . . . . . . . . o� . . �Q .NETTI8'.. ING . . . . . . . . . . . . . . . . LLJ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .eXIS ... . ..WATR•MAIN . ... .... .. .... .... .... .... . ... .. .... .... .... .... .... .... ... .... .... .... .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O .... .... .... .... .... .... .... FIRE HYDRANI .... .... .... .... ... .... .... .... .... .... . . . . . . . . 90 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASSEMBLY .1. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ... ... .... .... .... .... .. .. .... .... .... SEp: .... .... .... .... q.. o... R R . . . . . . . . . . . . . . . . . . . . . . . . . . . . ECT TO . . . . . . QQ 5 �. ... ... WATER. . .... .... ... .... .. .... .... .... .... �. .. .... .... .... .... .... .... LI.I... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... LLI... .... .... .... 80 > . . . .... . . . . . .... . . . . . .... .... . . . . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . .... . . . . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . ... . . . . .... .... 8 0�. . . . . . . . .. . . . . .... . . . . . .... .zIF. 4,c . . . . . UJI. . . W... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,. . . . . . . . . J�0 . U). . . I I I I I .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ... .. .... ... .. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ... .. .. .. ... .... .... PROPOSED 'SANITARY' SEWE rJ�� . �. .... .... .... .... .... .... .... .... .... .... .... .... .... . . . . BY OTHERS ... ... .... .. ... .. +.. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ..QW N.. . . . .... . . . . . .... . . . . . .... .... . . . . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . .... . . . . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . .... ... . . . . . . . . . .. . . . L—.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . kll . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z. . . .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ... J.. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ..PRPOSED -SORM _.. .. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .. .... U.. .... .... .... .... .... ... ... .... .... .... .... .... .... .... .... .... .... .... .... .... .CONNET.T.O.. .. F Q .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ... .... .... .... .... .... .... .... .... .. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .WATER .... .... MAIN.. .... .... .... .... .... .... .... .... .... .... .... . . . .... .... .... .... .... .... .... .... .... .... ... .... .... .... .... .... .... .... .... .... .... . . .... so . . . . . 50 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PR POSED SANITARY SEWER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... .... .... .... .... .... .... .... .... .... .... ... .... .... .... .... .... ... .... .... .... ... ...BYOTHERS .... .... .... ... .... .... .... ... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ... .. .... .... ... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... . . . .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... 21 .... .... .... .... 00 . .... .... 14 00 . . . .... .... . . . . . .... .... .... .... . . . . . . 15 .... .... 00 . . . .... .... . . . . .... .... . . . . .... .... . . . 16 .... .... 00 . . . .... .... . . . . .... .... . .... .... . . . . . . 17 .... .... 00 . .... .... .... .... .... .... 18 .... .... 00 . .... .... .... .... .... .. 19 .... 00 . .... .... .... 20 .... .... 00 . .... .... .... .... .... .... .... .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . ul . . . . .... .... ... . . . . . . . . . . . . . . . . . . . . . . . . 205 FILE NAME c:\pwworkinglnai\_x_grimando1d0321992XC8811_DE_UTD04A.dgn TIME 9:10:46 AM.STATE REGION FED.AID PROJ.NO. P.11 PLAN REF. NO. DATE 3/14/2017 10 was yVA VA �a�� Nz `� 1-405/SR167 INTERCHANGE UTD04A PLOTTED BY GRimando �- � ` - DIRECT CONNECTOR DESIGNED BY B. HELSLEY JOB NUMBER w Washington State SHEET ENTERED BY G. RIMANDO o ��s��OISTER�°G CHECKED BY S. MESIC REV 0 - RELEASED FOR CONSTRUCTION 3/14117 CONTRACT NO. LOCATION NO. r�ONAL Department of Transportation OF PROD. ENGR. C. CHEN REV A - FINAL REVIEW 12/22/16 C8811 �� 3/14/17 DATE DATE 14TH ST WATER PROFILE 887 SHEETS REGIONAL ADM. L. ENG REVISION DATE BY P.E. STAMP BOX P.E. STAMP BOX N TM W CV .... . . . . .... . . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... .... . . . . . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . .... . . . . . .... . . . . .... . . . . .... . . . .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .. N .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ...N ... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ... .... .... . .... .... .... .... .... .... .... .... .... .... .... .811 .... .... .... .... .... .... .... .... .... .... �. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... o. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ❑. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... �. .... .... .... .... .... .... .... �-; .... .. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... W. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... W. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... =. co. .... .... .... .... .... .... .... .... .... .... ... .... .... .... .... .... .... .. W. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... W. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... 0 .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... o. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... o. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... �. FIN SHEDGRUND .. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... +. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... 04 ... .... ... .... .... .... .... .... .... .... .... .... H. . .. .... . . .... . . . . .... .... . . . . .... DE .... TH OF C .... .... VER OVE • NEW .... ATER• M .... IN . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . .... . . . . . .... . . . . .... . . . . .... . . . .... . . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . . . . . . . . . . . . . SH LL BE 3' INIMUM ND 5' M XIMUM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LLf Z. . . . . . . . . . . . . . . . . . . . . . FIRE HYDRAN . . . . . . . . . . . . . . . ... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . .... . . . . . .... . . . . .... . . . . .... . . . .... . . . . .... . . . . .... .. . . . . .... . . . . . . . . .... . . . . . . . . .... . . . . . . . . .... ASSMBL)( J. .... .... ... .. .... .... .... .... .... .... .... .... .... .... .... .... .... .... 60 .... .... .... .... .... .... .... . . . . . SIN. . . . . . . . . . . . . . . . . . . . . . . 1: ' 'PIP DEFLECTION SHALL' NOT'E GEED. . . . . . Q. . . . . . . . . . . . . �- W , 500/ OF MANUFACTURER'S. . . . . . . . . . . . . . . . . . . . . . . w�Q. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .RE OMMEND D MAXIM M DELF TI N. . . . . . . . . . . . . . . . . . . . . 8:'07 VIA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'PRISM. . . . . . . . . . . . . . . . . . . . . kV. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2, .SU GRADE . F R THE OAD . . . . . . .SN LL BE E TABLISHE , B)tFOR IF . . . . . . . . . . . . . . . . . . NE I. WATER LINES .. . . . . . . . . . . . . .... .... .... .... .... .... ..LN ORIGINA ... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ... GROUND .... .... .... .... .... .... .... .... .... .... .... .... ... .... .... .... .... .... .... .... .... .... .... ... .... ... .. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... 0 5 10. . . . . . . . . . . . . . . .PR POSED 'S NITARY EWER . . . . . . . . . . . . . . .EXIST NG 8... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . VERT. . SCALE. IN . FEET . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .BY . . . . OTHERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .WATE . . . . ' MAIN. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 . . . . 00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 00 23 00 24 00 25 00 26 00 . . . . . . . 0 . . 25. . . 50. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HORIZ. . . . . SCALE IN . . . . FEET. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... I .... . . . . . . . . .... .... I .... I .... . . . . . . . . . . . . . . . . . . . . .... .... .... .... .... .............. .... . . . . . . . . .... .... . . . . . . . . . . . .... .... ... .... A]TIL6y. PRbFIL . .... .... .. .... . .... .... ... .... .... .... .... .... .... .... .... .... .... .... .... .... L --v �-20d FILE NAME c:lpwworkinglnai\_x_ grim ando1d0321992XC8811_DE_UTD04B.dgn TIME 10:20:28 AM REN STATE FED.AID PROJ.NO. H�l� _ PLAN REF NO. . DATE 3/14/2017 . 10 was ���� �VAS 1-405/SR167 INTERCHANGE UTD04B PLOTTED BY GRimando �- � '' � DIRECT CONNECTOR DESIGNED BY B. HELSLEY JOB NUMBER Washington State SHEET ENTERED BY G. RIMANDO o� CHECKED BY S. MESIC REV 0 - RELEASED FOR CONSTRUCTION 3/14117 CONTRACT NO. LOCATION NO. �s �c/TERN°u� Department of Transportation OF PROJ. ENGR. C. CHEN REV A -FINAL REVIEW 12/22/16 C8811 ION'9L F'' 3/14/17 DATE DATE 14TH ST WATER PROFILE F 887 SHEETS REGIONAL ADM. L. ENG REVISION DATE BY P.E. STAMP BOX P.E. STAMP BOX I N M CV 1• i ' BEGIN I�EVR ',� EXISTING ITS I IIti WATER 20+00 CONDUIT I I o I I I NOTES: I I NEW STREAM I I N 171988.94 SEE NOTE ti , i WSDOT AND - CENTERLINE ( 116" CAP I 1. ALL CONNECTIONS TO EXISTING MAINS TO E �297818.89 R I r I LIMITED I CONNECTIO BE PERFORMED BY CITY FORCES. - -- CONNECTION + ACCESS ROW p EXISTING / I DETAIL I COORDINATE WITH CITY FOR SCHEDULING - _ - _ - - - Imo- -----1�/SDOT ROW`' DET IL I y 20" OPL I 1 2" Al AND VACUUM I AND REQUIRED CONTRACTOR SUPPORT. I h PROP SED N 1 + / / RELE�SE ASSEMBLY PER ,12" CAP Q > 1LLU NATION I r- PROPOSED I / I CITY F RENTON STAND RD 2. ALLOWABLE SHUTDOWN DURATION FOR ¢OND IT m I Z' 'y/�ILLUMINATION o PLAN�340.4 (TYPICAL 4 P ACES) 16" WATER MAIN IS 4 TO 5 HOURS. WAj _ W E OTE 5 Z ; CONDUIT SEE I I BORING / END 19TH W7,1 ;, CONTRACTOR TO VERIFY DEPTH AND ABANDON EX. 'r ER / -- / I, LI TED I it �p 01 y ` 4 NOTE 5 LOCATION I16+40.00 LOCATION OF EXISTING UTILITIES. NOTIFY BF = _eF_- - 6F - ( AC ES ggANDO ' EX V p P-3-13 N 171910.54 NEW PIPE I "CAP I ENGINEER OF POTENTIAL CONFLICTS WITH - ONNECTJON- - - - �` R0, 16" WAT fj I - i 7 E 1298261.67 DETAIL 16mCAP PLACE, pp ~' m ARCH DESIGN PRIOR TO START OF WORK. --- - - - - - - -r , -T ,SEE NOT 6. �� V; Z I II (14'10"x9'10")SEENOTE 1 - - 0 - o W ; LINE 6 4. CONSTRUCTION SHALL BE IN (TYP). VERTIOA T9EE - w �l w�i _ _ W - w 1 00 ACCORDANCE WITH UTB 1219. SW 19TH =>r a sr N W BENDS I Z NOTE 6 BORING EX 16" DIIW 5. NEW ITS/ILLUMINATION CONDUIT TO BE + „ I LOCATION i ' I � � - __-_ _______ _ SUPPORTED AND PROTECTED DURING BORING I; DC-21-13 0 � ��L 1 'CO`CATIO i I CONSTRUCTION. EXISTING ITS/ILLUMINATION FX 1Ci'.DI-W-40+gp �-( --a- -, 3 DC-19vW-1' I I PROPOSED ITS CONDUIT TO BE SUPPORTED AND ^^ _ y m -3 r\ _x I I CONDUIT SEE I �� ��� I PROTECTED DURING CONSTRUCTION IF A LE ` a�' pS-DUI M I gpR �j�NOTE 5 p �, 0� ANGLE PONT #5STILL ACTIVE. HVS - S POINT #1 a AµTIO COC 1013BEGIN 19TH HVS Hdg - '" -- - + "' q' 6. CAP AND PLUG ENDS OF EXISTING WATER 1 + G 4I(3NV RTI AL o ANGLE I EXISTING CASING PER WSDOT STANDARDS. 0 00 _ _ ___ _,_ALIGN -6 POINT #4 I MAINTENANCE N 171883.53 - til IO �A�ANDONED - BERM P VERTICAL BENDS " P OTx�0 NEW 36" STORM E 1297687.15 """" 1- "�r OTE `o DE AIL I OUR 1 TION OF�a ^i CPEP CULVERTS FUTURE CULVERT 2 I� I CON RU TIOLII TO BE O \NEB YJ 108 LF 16" RJ DI W CONSTRUCTION SEGIUENCE: EXTENSION 12" CAP I A0.1 PP �� VED BY BURIED POWER TO N I - RS TOP OF NEW 1. CONSTRUCT MAINTENANCE BERM. PRELOAD BE PROTECTED IN I MAINTENANCE THE BERM WITH A 3-FOOT HIGH TEMPORARY PLACE tl 00 L N '13+ 14+ BERM. SEE SURCHARGE LOAD. THE DURATION OF THE p 108 LF 16" RJ DIW IN I CROSS-SECTION SURCHARGE WILL BE PROVIDED BY THE 35 LF 316 STEEL CASING ANGLE d P •THOLE EXIS i G 12f' I 16" GATE VALVE ON SHEET UTD07. PROJECT GEOTECHNICAL ENGINEER. I POINT #2 I II o PRIOR TO CO S RUCTI � ' (RJxRJ) 16" 22.5° BEND (RJ) 2. INSTALL THE CASING UNDERNEATH SR 167. VERTICAL BEN:ISW N TO CONFIRM L VATIO +I I RTICAL `'' I' 80 LF 16" RJ DI W j- ENDS 3. INSTALL THE DEAD -MAN BLOCKS ON THE rn w LLI I IN 25 LF 30" STEEL SHOWN ON THE PLANS. ALLOW THE 132 LF 12" RJ IN H 20' LF 12" RJ I, o EXISTING 16" DIAMETER WATER MAIN AS 42 LF 24" CASING I J ANGLE CASING x °J I CONNECTION POINT #3 - - - - - - - - CONCRETE TO CURE A MINIMUM OF a < I I -,-r 16" 22.5° BEND VERTICAL BENDS m m 7, dETAIL { + y I I p (RJxRJ) �NSON ONE -WEEK. HIGH VISIBILITY SILT FENCEI II I END EVR I 48 LF 16" RJ DI W _ N WATER 22#36. ' I 181 LF 30" STEEL 20T0 4. CITY OF RENTON TO INSTALL GATE VALVES SEE DETAIL SHEET UTDT13 < _ I GG MAT T N I, I N', 129788.94 yl IIL.... ASING I �Qv Q U CITY THE TO SHACKLELOCATIONS VALVESTHE TO 6T EMAIN. , oIRP u ' � � i � � E' 1297818.89 E • E • IL.' .W I I I . n NS -���N11 t10' 120' 19T 1 AT 6R TEMPORARY 12" MJ CAP WITH MJ AP x FQR CD �R�C 0 25 50 DEAD -MAN BLOCKS. STARE`EASE� SCALE IN FEET 10' BLOW OFF, INSTALL POLYPIG IN N 5. INSTALL THE 16" DIAMETER WATER MAIN AND � EX. 16" _ _ EX. 16" DI W WATER MAIN AND THEN CAP EVR WATER CASING AS SHOWN ON THE PLANS. INSTALL INSTALL DI - - - - - - - ?•. STA 22+09.98 �+ 1-16" 45' BEND (8.32 LT) DEAD -MAN �'� �6 INSTALL (RJxRJ) BLOCK. SEE X- INSTALL 16" MJ 1-16" DI NIPPLE ( LF UTD07. LJP DEAD -MAN % CAP AS REQ'D) INSTALL 12" GV (RJxRJ) INSTALL 12" GV BLOCK. SEE 1-16" SLEEVE AND SHACKLE TO t10' UTD07. (RJxRJ) (RJxRJ) 16"x16" VERTICAL DEADMAN BLOCK ON EX. INSTALL 16" GV SHACKLE BEND TO W 20` 1-12" 45° BEND (RJxRJ) AND SHACKLE TO CROSS FOR 16" VALVE 72 CUT & CAP EX. 12" W DEADMAN BLOCK (RJxRJ) POLYPIGGING PER 1-16" MJ CAP 1-12 MJ CAP ON EX. 12" W AND SHACKLE TO STD PLAN 300.6 INSTALL 2-12" NIPPLES (LF AS REQ'D) p DEADMAN BLOCK DEADMAN. 1.12" SLEEVE (RJxRJ) 20' ON EX. 16" W r� BLOCK SEE om 10 SHACKLE BEND TO 12" VALVE EVR WATER 2 \CONNECTION DETAIL UTD07. STA 20+43.09 NOT TO SCALE (8.52 LT) 12" MJ CAP r'1CONNECTION DETAIL 10, W NOT TO SCALE v_ -(. TEMPORARY 12"x12" �6., 19TH WATER STA 11+63.28 t20' t10' VERTICAL CROSS EVR WATER STA 21+81.66 REMOVE EXISTING 16" W INSTALL WATER MAIN CENTERLINE ALIGNMENT TABLE 19TH WATER 10+00.00 PT STATION LINE BEARING LENGTH BEGIN STA 10+00.00 1 S 89°51'29.1" E 50.61 AP #1 STA 10+50.61 2 S 45°00'00.0" E 107.67 AP #2 STA 11+58.28 3 N 89°51'47.2" E 252.93 AP #3 STA 14+11.22 4 N 67°2l'45.6" E 80.41 AP #4 STA 14+91.62 5 N 48°00'00.0" E 108.01 AP #5 STA 15+99.64 6 S 89°12'36.7" E 40.36 END STA 16+40.00 EVR WATER 20+00.00 BEGIN STA 20+00.00 1 7 1 S 00°00'00.0" WI 236.66 END STA 22+36.66 THE SEGMENT OF THE CASING ABOVE THE EXISTING OPL LOCATION. INSTALL PIPE AND FITTINGS UP TO 10' FROM THE CONNECTION TO THE EXISTING MAIN. POLYPIG AND CLEAN THE NEW WATER MAIN. POLYIG PRESSURE TEST AND DISINFECT THE NEW PIPE. 6. COORDINATE THE CONNECTIONS OF THE 16" WATER MAIN WITH THE CITY OF RENTON. CITY OF RENTON TO MAKE THE PHYSICAL CONNECTIONS TO THE WATER MAIN. 7. INSTALL THE 24" CASING FOR THE 12" WATER MAIN. 8. INSTALL THE DEAD -MAN BLOCKS ON THE EXISTING 12" DIAMETER WATER MAIN AS SHOWN ON THE PLANS. ALLOW THE FOR POLYPIGGING G UNDER NEW BERM DEADMAN CONCRETE TO CURE A MINIMUM OF o PER STD PLAN 300.6 BLOCK. SEE ONE -WEEK. 2-12" 45' BEND (RJxRJ) 1-12" DI NIPPLES AS REQ'D) 16" DIW 16" MJ CAP EX. 16" UTD07A. 1-16" 45° BEND (RJxRJ) 11. 2-16" DI NIPPLES LF AS REQ'D COORDINATE THE CONNECTIONS OF THE 12" 9• CITY OF RENTON TO INSTALL GATE VALVES AT (LF 1-12" CAP (MJ) 1-16"x12" CROSS FLxFL ( ) UI W _ _ _ EX. DIW 16" _ _ ( ) 1-16" MJ CAP WATER MAIN WITH THE CITY OF RENTON. CITY CAP AND ABANDON 1-12" SLEEVE (RJxRJ) 1-16 GATE VALVE (FLxRJ) �� 1-16" SLEEVE (RJxRJ) OF RENTON TO MAKE THE PHYSICAL THE TIE IN LOCATIONS OF THE 12" MAIN. CITY EX 12" W SHACKLE BEND TO 12" VALVE 1-16" GATE VALVE (FLxFL) O SHACKLE BEND TO 16" VALVE CONNECTIONS TO THE WATER MAIN. TO SHACKLE GATE VALVES TO THE DEAD -MAN 1-16" 45° BEND (FLxRJ) �� BLOCKS. CONNECTION DETAIL 1-12 GATE VALVE (FLxRJ) r?, 7-12" GATE VALVE INSTALL 16" GV AND - NOT TO SCALE (FLxFL) TEMPORARY 16" MJ CAP WITH 2" 1-12" 45° BEND (FLxRJ) BLOW OFF. INSTALL POLYPOLYPIG SHACKLE TO DEADMAN BLOCK ON 10. INSTALL THE 12" DIAMETER WATER MAIN AND CASING AS SHOWN ON THE PLANS. INSTALL IN WATER MAIN AND THEN CAP EX. 16" W _ LT PIPE AND FITTINGS UP TO 10" FROM THE E WATER DETAIL �S�CONNECTION DETAIL 19TH WATER STA STA 15+99.64 CONNECTION TO THE EXISTING MAIN. POLYPIG - j Nor SCALE � NOT TO SCALE AND CLEAN THE NEW WATER MAIN. PRESSURE TEST AND DISINFECT THE NEW PIPE. FILE NAME c:\pwworking\nail_xjzigweidkd0321992\C8811_DE_UTD05.dgn a>` I' �� �s. �� � I-405 -381207 / SR 167 INTERCHANGE TIME 12:34:40 PM REV 3 - RFI 0287 11/06/20 REGION STATE FED.AID PROJ.NO. PAN REF No UTD05 DATE 111312020 REV 2 - RFI 0286 06/28/18 10 WAS PLOTTED BY Jeffz REV 1 - RFI 0113 08/09/17 Washington State DIRECT CONNECTOR DESIGNED BY G. RIMANDO REV 0 - RFC 07/20/17 JOB NUMBER SHEET G. RIMANDO ENTERED BY REV C -FINAL REVIEW 07/10/17 0 �FS,�Fi'ISTE�F° 5 20 DATE P.E. STAMP BOX DATE P.E.STAMP BOX Department of Transportation 250 OF 887 SHEETS CHECKED BY B. HELSLEY REV B - PRELIMINARY REVIEW 04/04/17 CONTRACT NO. c8811 LOCATION NO. PROJ. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 10/26/16 16" AND WATER DETAIL PLAN 12" WATER MAIN RELOCATION REGIONAL ADM. L. ENG REVISION DATE BY N T 00 1� i N 1• i 40 30 20 V 0 10+00 11+00 12+00 NOTES: 1. FUTURE CULVERT EXTENSION WILL REQUIRE RECONSTRUCTION OF EAST VALLEY ROAD. INVERT SHOWN APPROXIMATE MIN. FILE NAME c:\pwworking\nai\_x_grimando\d0321992\C8811_DE_UTD06.dgn WSDOT LIMITED ROW ACCESS WSDOT AND ROW LIMITED ACCESS 2" AIR AND VACUUM RELEASE ROW ASSEMBLY PER CITY OF RENTON STANDARD PLAN _I 340.4 (TYP) SR 167 �\ N, SHOULDER w' ZI FUTURE CULVERT \ WI Y HIGH TE PORARY ORIGINA GROUNDL EXTENSION. SEE NOTE 1. l\ I� _ _ _ \ ZIP SURCHARGE UIO j ................. ..�..................... • • ......................: ■ 45° VERTICAL BENDS (RJ) j PROPOSED BE EL=23.23 M , J •; - - - \� y ""- -`- ,INSTALL 16" GATE VALVE AND \ `I N\' NEW 36" CPEP INSTALL 16" GATE VALVE AND QI �� DEAD MAN BLOCK ON EX. 16" WATER DEAD MAN BLOCK ON EX. 16" WATER w; \ N 6' 6' N HORIZONTAL CULVERTS ° BEND 22.5° y EX.`I I 25 LF EX. 16" DI W ------- - -- T A BAINDONED 30" STEEL CASING IE =17.00 ) L- -------- -- `� -------- l-- �, PROVIDE 6 MINIMUM VERTICAL �-------------------------- ...... ` CLEARANCE WITH STRUCTURAL 451 VERTICAL 1 STYROFOAM BENDS (RJ) 1.5' ,I EX. COMM 30" STEEL CASING 181 LF ABANDONED SECTION 16" RJ DI W OF OPL TO BE y' EX. GAS REMOVED BY OTHERS IE=14.17 EX. 16" 1I E=13.56 10' (TYP) 12'MIN. 16" RJ DI W DI W PROPOSED IE=11.6 20" OPL EL 45° VERTICAL i E=7.54± IE=10.89 IE=10.89 9.7 IE=8.03 �I VERIFY AS -BUILT LOCATION A''• OF / K BENDS (RJ) \ CASING TO BE INSTALL D PER OPL LINE PRIOR CONSTRUCTION f CITY OF RENTON STANDARD PLAN 300.7 �1 45° VERTICAL INSTALLATION" (TYPICAL 3 PLACES) RESTRAINED JOINT (RJ) JUL"CASING JU21 10' f BENDS (RJ) INSTALL DOUBLE BALL FLEXIBLE EXPANSION JOINT PIPE AND FITTINGS REQUIRED FOR VERTICAL RE �SEp EQUAL TO 'FLEX -TEND' BY EBA IRON OR BENDS AND PIPE FOR APPROVED EQUAL. ADD CASING END SEALS CC IE=3.64 16" RJ DI W I� (RUBBER BOOTS) \ ME .06 35 LF 30" STEEL CASING 0 2.5 5 0 25 50 VERT. SCALE N FEET HORIZ. SCALE IN FEET TIME 8:12:50 AM DATE 7/20/2017 PLOTTED BY GRimando DESIGNED BY G. RIMANDO ENTERED BY G. RIMANDO CHECKED BY B.HELSLEY PROJ. ENGR. C. CHEN REGIONAL ADM. L. ENG RCY Y - RrV REV C - FINAL REVIEW REV B - PRELIMINARY REVIEW REV A - PRELIMINARY REVIEW REVISION 13+00 4GION STATE FEDAD PROJ.NO.O. 10S 07/20/17 JOB NUMBER 07/10/17 04/04/17 CONTRACT NO. LOCATION NO. 10/26/17 C8811 DATE BY 14+00 WATER PROFILE DATE BOX 15+00 16+00 AS -BUILT A Washington State Department of Transportation 40 30 20 10 IISON 2U11 NSTRUCT1 pN 0 17+00 W-381208 PLAN REF NO 1-405 / SR 167 INTERCHANGE UTD06 DIRECT CONNECTOR SHEET 251 OF WATER DETAIL PLAN 887 16" WATER MAIN RELOCATION PROFILE SHEETS N TM W 1� i N 1♦ i 30 20 Q 0 INSTALL 12" EX 16" W GATE VALVE AND (TO BE ABANDONED) 2" AIR AND VACUUM DEAD MAN BLOCK RELEASE ASSEMBLY ON EX. 12" WATER 48" SD 1 PER CITY OR RENTON STANDARD PLAN 340.4 EX. 12" W (TYP) (TO BE FUTURE CULVERT ABANDONED) EXTENSION, ORIGINAL GROUND SEE NOTE 1. EAST VALLEY ROAD ---- -- -- ------------------ - "'--______ INSTALL 12" GATE VALVE AND EX.12" W EX. 2" DEAD MAN BLOCK (TO- ON EX. 12" WATER ABANDONED) 956' ;9.5' IE=13.79 IE=11.64 E=1 .75 CONNECT TO PROPOSED 16" DI W IE=7.70± \ 1.5' MIN. 5° VERTIC L ENDS (R ) 22.5° VERTICAL 12" RJ DI W IE=4.23 BENDS (RJ) IE=3.73, CASING END SEAL (RUBBER BOOTS) TYP. CASING TO BE INSTALLED PER 42 LF CITY OF RENTON STANDARD 24" STEEL CASIN PLAN 300.7 "CASING INSTALLATION" (TYP) FILE NAME c:\pwworking\r TIME 1:19:23 PM DATE 7/612018 PLOTTED BY JZigweid DESIGNED BY G. RIMANDO ENTERED BY G. RIMANDO CHECKED BY B.HELSLEY PROJ. ENGR. C. CHEN REGIONAL ADM. L. ENG NOTE: 1. FUTURE CULVERT EXTENSION AS SHOWN WILL REQUIRE RECONSTRUCTION OF EAST VALLEY ROADANVERT SHOWN APPROXIMATE MIN. 3/4" GALVANIZED THREADED ROD COUPLING 3/4" GALVANIZED THREADED ROD SIZE AND NUMBER PER CITY OF RENTON STD. PLAN 330.5. 30 GATE VALVE- ------------------ -- - - - - - - - - - - - - - - - - - STAR JOINT RESTRAINT SYS OR APPROVED EQUAL SEE THREADED ROD ANCHORING DETAIL. V-6" D 2-6" MIN - 16" DIA. PIPE o II' --- \----� SEE STD PLAN 330.4 ------------ - - - -�" o A FOR MAXIMUM TRENCH - ------ - - - - - - - -�--. ----- WIDTH DIMENSIONS � o 11 II II EXISTING WATER MAIN_ CONCRETE DEADMAN BLOCK. 10 -i SEE CITY OF RENTON STD PLAN 330.4 NOTES: 1. PIPELINE CONTRACTOR TO INSTALL CONCRETE DEADMAN ANCHOR BLOCKS (CITY STD PLAN 330.4). 20 2. CONTRACTOR WILL EXCAVATE AROUND WATERMAIN TO ALLOW CITY OF RENTON ACCESS TO CUT IN GATE VALVE. 3. AFTER CONCRETE ANCHOR BLOCKS HAVE CURED FOR 5 DAYS MINIMUM CITY OF RENTON WILL CUT WATERMAIN AND INSTALL GATE VALVE. PIPELINE CONTRACTORS WILL SUPPLY PIPE MATERIALS. 4. PIPELINE CONTRACTORS WILL BACKFILL PIPELINE AND PERFORM PAVEMENT RESTORATION WHERE REQUIRED. 5. BACKFILL ALL AROUND PIPE AND DEADMAN BLOCK AND PIPE ZONE BEDDING SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER ASTM D1557. 6. PAVEMENT RESTORATION SHALL BE CITY OF RENTON DETAIL H032.1 "TYPICAL TRANSVERSE PATCH AND OVERLAY FOR FLEXIBLE PAVEMENT". 7. INSTALL SHACKLE RODS AND TIE BOLTS PER CITY OF RENTON STD. PLAN 330.5. 10 0 2.5 5 VERT. SCALE IN FEET 12" DIAMETER PIPE 0 25 50 D HORIZ. SCALE IN FEET �{ ATKI�S16p� � D321992\C8811_DE_UTD07.dgn REGION STATE FED.AID PROJ.NO. NO. REV 1 - RF10286 06/28/18 10 WASH REV 0 -RFC 07/20/17 JOB NUMBER REV C - FINAL REVIEW 07/10/17 REV B - PRELIMINARY REVIEW 04/04/17 CONTRACT NO. LOCATION NO. REV A -PRELIMINARY REVIEW 10/26/16 C8811 REVISION DATE BY JUL 0 9 2018 STAR JOINT RESTRA SYSTEM OR APPRO% EQUAL (TYP) 16" DIAMETER PIPE 3/4" GALVANIZED THREADED ROD TO BE INSTALLED IN DEADMAN BLOCK. (4 RODS REQUIRED) (8 RODS REQUIRED) 12" PIPE 16" PIPE THREADED ROD ANCHORING DETAIL NOTE: 1. VERIFY THE DIMENSIONS SHOWN HERE WITH THE PROPSED WATER MAIN AND FITTINGS PRIOR TO CONSTRUCTION. DIMENSIONS SHOWN ARE APPROXIMATE RELEASED FOR CONSTRUCTION AND BASED ON THE BEST INFORMATION AVAILABLE. �► N, vrxv Washington State Cis'eFR�° Department of Transportation DATE BOX STAR JOINT RESTRAINT SYSTEM OR APPROVED EQUAL (TYP) 3/4" GALVANIZED THREADED ROD TO BE INSTALLED IN DEADMAN BLOCK. S-ILT W-381209 PLAN REF NO 1-405 / SR 167 INTERCHANGE UTD07 DIRECT CONNECTOR SHEET 252 OF WATER DETAIL PLAN 887 12" WATER MAIN RELOCATION PROFILE SHEETS N TM MW�y� t"J N 1• T� i FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. 'Mh$re shown an Ina plans or in the spKificolion$ or required by the Engine , Joint restraint system (Shackle lode] shall he used. Alf pints reslreinl materials used shall be Ihose mpnufoC tared by Slor National Prpducls, 1323 Holly Avenue, PO 8­ 258, CoUbur, Ohio 43216 unless O equal altelnote ,e epporou" in —it" by the Engnrer_ Steel Tmce: M.virrr-la Nigh eA588 trenggth law -array steel (car -tan), ASTkl hrot-treated. I. Tiewt: ASTkt A586. Grade P. Car -Ten, awd to Superstar 1iNadt SST 7 5/8- fw 2' and 3' mecha'pi nical nts (M,J,) wilh eye Iw 5/8' red SSi 7 3/4- for 4- to 12- M.JI, with eye tar 3/4- rod SST 758 : 3/4' for 14' 10 24' M-a with dye for 3/4' red SST 747 3/4' for 4" to 12" 41131 with eye far 7/8" and 1' rod SST 757 : 3/4" for 14" l0 24' M.3. wilry eye Iw 7/8' entl 1" rod SST 77& 1' !a 30' t0 .T6' M,3 with eye far 1' rod 2.Tienut: Hex Nut ASTM ASM, Credo B, Cor-Ten, equal to Sup -Star Tlenut S56 far 5/8-, 3/4'. 'Ir.I' ''chat and rend 3. reeauplinq with 7ieslop pin ASTIA AM& Grade 9. COr­Ten, equal to Supe'Stor Tiecouplinq S510 for 5/8'. 3/4', 7/8", 1J Tirmd 4. Tierod: Cant:woue threaded rod !w culling to d"0 lengths ASTA1 A58& Grade 13. Cor-Ten, equal to SuperStgr Tinod SS12 for 5/8", 3/4', 5. Tiewoeher ASTM A588, Grade 8, Cor-Ten, &ol to SuPerSlpr Tiewgsher SSl7 far 5/8-. 3/+'ga , 7/0", 1' round f101 washer Nmber and 8ne Installation_ IrSoll the joint restraint System in acawdrrw:e uilh the /Aaaufoclurei s instructions so all jams pre mecho.icolly locked togeNer tip prevent joint Separation. T,ehnlls Shall he installed to puR against the mechanical pinl body and not the M.3. ldloeer. Torque nuts all 75-90 feet pounds Ipr 3/4" nuts Install lieceuplingl with both rods threaded ta equal dl$nce into tiecow ng$. Arrange lived symmelricolly around the pipe. Where o Mmufacturer's rn ch mat "pint vplre or Gltkeg iS supplied with slots far 'T" hats '-$lead of hales, q !longed rwya with a Ilgnge by macho -'col "pint adaptor shall be used instead, so a$ IP proWde by space Parr l0oolir.q tiebdt- Whae a-MA.OUS run of pipe is req.lred 10 be 1451[10igcd, nit ru of restrained pipe shall be grwter than 60 feet in length bete& fittings Insert lonq body "rid 1leeve5 o$ required M longer runs to keep Herod lengths No the 60 tool m Arnurn. Pipe used in oontnuw18y reetronad runs shall be meowicd Joint wipe and HOW is $has he installed a od guides of h plot. ell. - amiII' gooll� � 1 Q © v o 20' TOP 6' 3' HIGH TEMPORARY _ SURCHARGE i 4• -•44♦ 2:1 SLOPE 2:1 SLOPE ,�: EXISTING WETLAND PROPOSED �._ 16" WATER STREAM CHANNEL MAINTENANCE BERM DETAIL N.T.S. PUBLIC LYOR]{g SHACKLE RODDANS Ste' PL- 884.5 DEPARTMENT AND TIE BOLTS r i•[ARCFI 2010 c:lpwworking\nai\_x_g rim a ndo\d 0321992\C8811 _DE_UTD07A.dg IT 8:21:50 AM REr IION STATE FED.AID PROJ.NO. 7/20/2017 10 WAS GRimando G. RIMANDO JOB NUMBER B. HELSLEY IREV 0 - RFC 1 07/20/17 CONTRACT NO. I LOCATION NO, C. CHEN IREV A -FINAL REVIEW 1 07/10/17 C8811 L. ENG I REVISION I DATE BY ATK/1VS0N J(JL 21-, 2,17 "tLEASEID AS -BUILT I I DATE STAMP BOX -- Washington State Department of Transportation W-381210 PLAN REF NO 1-405 / SR 167 INTERCHANGE UTD07A DIRECT CONNECTOR SHEET 253 OF 88 WATER DETAILS SHEETS i MAXIMUM DISTANCE BETWEEN SPACERS SHALL HE 10 FEET ON CENTER. SEAL BOTH ENDS OF CASING WITH A MANUFACTURED RUBBER SEALING DEVICE. PLACE END SPACER MAXIMUM OF 12" FROM END OF CASING � (TYP.) +— ONE SPACER SHALL BE PLACED ON THE SPIGOT END OF EACH SEGMENT AT THE LINE MARKING THE LIMIT OF INSERTION INTO THE BELL. WHEN THE JOINT IS COMPLETE, THE SPACER SHALL BE IN CONTACT WITH THE BELL OF THE JOINT SO THAT THE SPACER PUSHES THE JOINT AND RELIEVES COMPRESSION WITHIN THE JOINT. STEEL PIPE CASING (MILL PIPE) OR DUCTILE IRON. USE 2 STAINLESS STEEL HOSE CLAMPS TO SECURE RUBBER SEAL (1 ON CARRIER PIPE AND 1 ON CASING PIPE). CARRIER PIPE (DUCTILE IRON) CASING SPACERS (SEE APPROVED MATERIALS LIST) CARRIER PIPE DIAMETER 4" 6" 8" 10" 12" 16, CASING DIAMETER (PUSH —ON JOINT CARRIER PIPE) 10" 12" 14" 16" 20" 26" CASING DIAMETER ( RESTRAINFI) JOINT CARRIER PIPE) 14" 16" 18" 20" 24" 30" STEEL CASING THICKNESS 0.25" 0.25" 0.25" 0.25" 0.25" 0,25. SPACER BAND WIDTH 8" 8" 8" 8" 8" 8. NOTES: 1. CASING SPACERS SHALL BE "CENTER POSITIONING" TYPE. 2. MINIMUM RUNNER WIDTH SHALL BE 2 INCHES, 3. RUNNER HEIGHT SHALL BE SIZED TO PROVIDE: A. MINIMUM 0.75" BETWEEN CARRIER PIPE BELL AND CASING PIPE WALL AT ALL TIMES. B. MINIMUM 1" CLEARANCE BETWEEN RUNNERS AND TOP OF CASING WALL TO PREVENT JAMMING DURING INSTALLATION. 4. STEEL CASING DIAMETERS ARE "OUTSIDE DIAMETER" FOR 16" AND LARGER. 5. SPACER BAND WIDTH SHALL BE 12" FOR CARRIER PIPES THAT ARE 36" DIAMETER OR GREATER. 6, FOR STEEL CASING, PROVIDE SHOP -APPLIED ANTI -CORROSIVE COAT{NG ON CASING EXTERIOR CONFORMING TO AWWA C210. MINIMUM COATING THICKNESS 16 MILS DFT (DO NOT EXCEED MANUFACTURER'S MAXIMUM THICKNESS). PRODUCT SHALL BE EQUAL TO TNEMEC HI -BUILD THEME -TAR SERIES 46H•413 STD, PLAN - 300.7 .• PUBLIC WORKS CASING INSTALLATION 'all DEPARTMENT _ DATE FIRE HYDRANT SHALL BE COREY—TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4' MAIN VALVE OPENING. TWO 2-1/2' HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4- PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWC COATS OF PAINT. KELLY—MOORE/PRESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS. SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. CONCRETE J THRUST BLOCK 16" x 8" x 4" MININUM CONCRETE BEARING BLOCK UNDER HYDRANT —MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB —4.875" x 5" STORZ — 5'x5'x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK. EXPANSION JOINT AT BACK SIDEWALK `CONCC RETE SIDEWALK { OR PLANTING STRIP 36" MIN COVER Fall MA'R 1 19ER&IIISED FOR C TWO—PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88—A STIMSONITE TWO—WAY BLUE REFLECTIVE CONCRETE BLOCKING " MAIN LINE TEE. WITH 5" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6 DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR—TEN STEEL TIE RODS. 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK 1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSFMBLY LEVEL ALL GROUND MIN 3' RADIUS 6" CONCRETE PAD ONE MAN ROCK- 6 LEVEL ALL GROUND MIN 3' RADIUS Z6" CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL a PUBLIC woRK5 FIRE HYDRANiT ASSEMBLY sTD. PLAN — 310.1 DEPARTMENT MARCH AS -BUILT W-381211 FILE NAME c:\pwworking\nai\_x_grimando\d0321992\C8811_DE_UTD08.dgn v�� WA st,�t� �Q+ N�� � � _ 33747 �o w ,ISTER ` ss��y 3/14117 �O DATE P.E. STAMP BOX P.E. STAMP BOX DATE _ Washington State Department of Transportation I-405 / SR 167 INTERCHANGE DIRECT CONNECTOR TIME 10:22:15 AM RENOON STATE FEMAID PROJ.NO. PLAN REF NO UTD08 DATE 3/14/2017 10 WAS imando PLOTTED ev GRimando DESIGNED BY B. Y JOB NUMBER SHEET 254 OF 887 SHEETS ENTERED By G. RIMANDO REV 0 - RELEASED FOR CONSTRUCTION W14/17 CHECKED By S. MESIC REV B -FINAL REVIEW 12/22/16 CONTRACT NO. C8811 LOCATION NO. PROJ. ENGR. C. CHEN REV A -PRELIMINARY REVIEW 11/21/16 WATER DETAILS REGIONAL ADM. L. ENG REVISION DATE BY N TM W I� I N 1• V a i 11-1/4' BEND -EAE2 CAP e � 22-1 /2' BEND TEE 45" BEND 90' BEND THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SILT FIRM SILTY SAND COMPACT SAND COMPACT SAND & GRAVEL 90, 45' BEND 11 1/4' 90' 45' BEND 11 1/4' 9D' 45' BEND 11 1/4' FITTING BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND BEND BEND 4 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1.0 2.2 1.6 1.6 1.0 6 13.3 9.4 9.4 3.8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 8" 23.3 167 167 6.7 11.7 8.4 &4 3.4 8.8 6.3 6.3 2.5 12- 53.0 37.5 37.5 15.0 26.5 18.8 18.B 7.5 20.0 14.0 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-O" MIN. COVER FOR WATERMAIN LESS THAN 12". 4'-0" MIN. COVER FOR WATERMAIN 12' OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) - 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) - O-D. PIPE + 1,0' (RUST BLOCK BE. ?EA REFERS TO " 10E OF 13LOOK MI IN SQUARE FEET NOTES 1. LOCATION AND S12E OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOM SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3, ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. I DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/21. 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE. BUT SHALL NOT ROVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. PUBLIC WORKS CONCRETE BLOCKING FOR DEPARTMENT' HORIZONTAL AND DOWNWARD VERTICAL BENDS STD. PLAN - 330.3 MARCH 2O10 SHACKLE RODS T J- t9' 71s B t 30 L d TYPE (& PUBLIC WORKS CONCRETE BLOCKINNG GS OR VERTICAL STD. PLAN - 330.3 DEPARTMENT MARCH 2O10 AS -BUILT T ovsoN ''� 4.2017 vSpt )R CONSTRUC17O N W-381212 FILE NAME c:\pwworking\nai\_X_grimando\d0321992\C8811_DE_UTD09.dgIn v�� WAst/�Lj �Q+ N/� � � _ 33747 �o w �ss�,IWo, I �,, /O�\ 3/14117 DATE P.E. STAMP BOX DATE E.E. STAMP BOX _ Washington State Department of Transportation I-405 / SR 167 INTERCHANGE DIRECT CONNECTOR TIME 10:23:56 AM REIGIION O. STATE FED.AID PROJ.NO. PLAN REF NO UTD09 DATE 3/14/2017 10 WAS PLOTTED ev GR imando imandoHELSL DESIGNED By B. Y JOB NUMBER SHEET 255 OF 887 SHEETS ENTERED By G. RIMANDO REV 0 - RELEASED FOR CONSTRUCTION 314/17 CHECKED By S. MESIC REV B -FINAL REVIEW 12/22/16 CONTRACT NO. C8811 LOCATION NO. PROJ. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 11/21/16 WATER DETAILS REGIONAL ADM. L. ENG REVISION DATE BY CV TM MW C17 1� I CV 1• i Where shown on the plans or in the specifications or required by the Engineer, joint restraint system (shackle reds) shall be used. AN pints regtra'Nrt materials used shall be those me nufoctured by Star No I. Products, 1323 Holly Avenue, PO Go. 258, Columbus, Ohio 43216 unless an equal alternate is approved in writing by the Engineer. Materials S1eeL Twmsa_ High strength Taw -alloy steel (car -ten). ASTM A58B heat-treoled. I, Tiebolt: ASTM A560. Grade 6. Cor-Ten, equal to SuperStol Tielbolt SST 7 = 5/8" Ior 2- and 3" mechanical joints (W.I.) with eye tar 5/8' rod SST 7 3/4" for 4" to T2" M-J. with eye for 3/4' rod SST 756 3/4' tar 14- to 24- M.J. with eye far 3/4" rod SST 747 3/4' for 4" to 12' rl.J. with eye fro 7/8" and IN rod SST 757 3/4" for 14" to 24" I.I.J. with eye for 7/5" and 1" rod SST 77a: T- for 30" to 36 M.J. with eye for 1- rod 2.Tienut, Hex Nut ASTM A588, Grade 6, Car -Ten, equal to SuperStor Tienut SS8 for 5/8', 3/4-, 7/0". 1- Tiebdt and Tierod 3. Ti ecou pting with Tiestop Pin ASTIR A58B, Grade S. Car -Ten, equal to Superstar Tiecoupling SS10 for 5/8', 3/4', 7/8% t' Tierad 4. Tierod: Continuous threaded rod for cutting to desired left, firs ASTM A58B, Grade B, Car -Ten, equal to Superstar Tiered 5512 for 5/8". 3/4". 7/5". 1' 5- Tiewasher ASTM A588, Grade B. Car -Ten, equal to SuperStar Tewosher SS17 for 5/6', 3/4", 7/8", 1' round flat washer lnslallalion. install the joint restraint system in accordance with the Manufoctureis instructions so all joints are mechanically locked together to prevent pint separation. Tieba@s shall be inselled to pull against the mechanical pint body and not the M.J. follower, Torque nuts at 75-90 foot pounds for 3/4- nuts Install tiecouplings with both rods threaded equal distance into tiecouplings. Arrange tiered% symmetrically around the pipe. Where a Manufacturer's mechanical pint valve or fitting is supplied with slots for "T" bolts instead of holes, a flanged calve with a Mange by mechanical joint adaptor shall be used instead, sal as to provide adequate apace for locating tieboll. Where a continuous run of pipe is required 1. be real.rained, no run of restrained pipe %hail be greater than 6D feet in length belwee fittings nsert long body solid sleeves as required on longer runs to keep tiered iength% to the 60 foot mo.imum. Pipe used in continuously restrained runs shall be mechanical joint pipe and tiebolts shall be installed as rod guides of each joint. Rpe S12e inches Test Pressure P51 2 4 Number a nd Size of RDds 6 6 10 12 14 24 2 2W 314' 3 25a 3r4- 4 250 3 4' 6 250 314" 2W 314• 10 250 N4' 12 250 Nil" 14 250 3/4' 16 2T 34' to 250 3/4' 21 250 314' 24 250 314' 30 200 3/4' 35 2M 1' t' 49 Z00 4' v v v STD. PLAN — 330.5 PUBLIC WORKS SHACKLE RODI7S DEPARTMENT AND TIE BOLTS V. MARCH 2O10 FILE NAME c:\pwworking\nai\_x_grimando\d0321992\C8811_DE_UTD10.dgn TIME 10:28:00 AM REGION O. STATE FED,AID PROJ.NO. DATE 3/14/2017 10 WAS PLOTTED BY GRimando DESIGNED BY B. HELSLEY JOB NUMBER ENTERED BY G. RIMANDO REV 0 - RELEASED FOR CONSTRUCTION 314/17 CHECKED BY S. MESIC REV B -FINAL REVIEW 17/22/16 CONTRACT NO. C8811 LOCATION NO. PROD. ENGR. C. CHEN IREV A -PRELIMINARY REVIEW 1 11/21/16 REGIONAL ADM. L. ENG I REVISION I DATE BY WATER MAIN IF ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2-2" CLOSE NIPPLE AND 2-2" 90' BEND, SCREWED AT THIS POINT. FIELD LOCATE PLASTIC METER BOX IN 2" CLOSE NIPPLE f PLANTER OR CAST IRON BOX IN PAVED F f OR CONCRETE AREAS. J 2" CLOSE NIPPLE 2" 90' CONCRETE BLOCKING TWO PIECE CAST IRON VALVE — EQUAL TO OLYMPIC FOUNDRY CO. STANDARC 8" TOP SECTION, WITH REGULAR BASE SECTION LENGTH TO FIT. RUN 2" RESILIENT SEATED GATE VALVE, SCREWED 2" GALVANIZED PIPE 12" LONG 2" CLOSE NIPPLE BETWEEN CAP OR PLUG AND 2" 90' ELBOW 2" 90' ELBOW 2" GALVANIZED PIPE AS REQUIRED PLAN VALVE NUT EXTENSION AS REQUIRED r (SEE DWG BR46 / PAGE B090) 6" MAX. GROUND LINE CONCRETE SIDEWALK � � � l 00 °a�oo° o° INSTAF_L 4 MIL POLYETHYLENE 18" MAx. ❑oao"aoo� a°d o PLASTIC COVER OVER WASHED l o� o. GRAVEL. CUT HOLE FOR PIPE o °o o�' ❑aoso l o o° ❑ 10 CU, FT. WASHED GRAVEL PASSING 1-1/2- AND RETAINED ON 1/4" MESH FOR DRAIN ELEVATION 2 1/2" NST (HOSE) AND 2 1/2' FNST CAP WITH GASKET 2%2"x2" TEE AND 2" CAP 2" CLOSE NIPPLE BETWEEN T AND 90' ELBOW, 2" 90' ELBOW AIrIfl1V �R � N � RE�� ¢ z0 ? �S� SEA FAR cn�,,, +'►� PUBLIC WORKS 2" BLOW -OFF SM. FLAN — 340.1 ''�► DEPARTMENT PERMANENT ASSEMBLY MARCH 2O10 3/14/17 DATE P.E. STAMP BOX AS -BUILT -- Washington State Department of Transportation W-38121 PLAN REF NO 1-405 / SR 167 INTERCHANGE UTD10 DIRECT CONNECTOR SHEET 256 OF asp UTILITY DETAILS SHEETS N TM MW�y� t"J CV 1• i 2" OPEN PATTERN, RETURN BEND — 180' 2" GALVANIZED IRON PIPE FIELD LOCATE 2" 90' ELBOW CUT OPENING AS REQUIRED, AFTER INSTALLATION, GROUT AROUND PIPE. 2" UNION 2" BEEHIVE STRAINER SHORT NIPPLE 2" CLOSE NIPPLE 2, x2-'x2• TEE --- 2" UNION 17"x3O" PLASTIC METER BOX EQUAL TO MID STATES PLASTIC, BCF SERIES 1730-18 WITH 2" THICK DUCTILE 18" IRON DIAMOND PLATE. 18"01" MSCBC 173OR 2" BRONZE GATE VALVE, SCREWED EQUAL TO RED —WHITE VALVE CORP. FIG NO. 290 I 2" RESILIENT SEAT GATE VALVE WITH THREADED ENDS 2" 90' BENDS 2-2" BRASS 90' BENDS WITH CLOSE NIPPLE BETWEEN BENDS 2" GALVANIZED IRON PIPE TO FIT CLOSE 12" MIN. 2NICORPORATION STOP 90' BEND, I.P. THREAD TO COPPER, EQUAL �— — TO FORD FS SOD. 2" TYPE K SOFT COPPER TUBING TO FIT DOUDLE STRAP SERVICE CLAMP WITH 2" IPS TAP TO FIT, EQUAL TO MUELLER CO- 2" 90' ELBOW DOUDLE STRAP SERVICE CLAMP WITH 2" WASHED GRAVEL. PASSING IPS TAP TO FIT, EQUAL TO MUELLER CO. 1-1/2" AND RETAINED ON AIR AND VACUUM VALVE 2" ASSEMBLY 1/4" MESH FOR DRAIN APCO NO. 1452C OR EQUAL. N OTE AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. LOCATE AIR VACUUM METER SOX OUTSIDE OF TRAFFIC AREAS, IN PLANTING STRIPS, BEHIND CURB AND SIDEWALK. PUBLIC WORKS 2" AIR & VACUUM RELEASE STD. PLAN — 340.4 DEPARTMENT ASSEMBLY FILE NAME c:\pwworking\nai\_x_grimando\d0321992\C881 TIME 10:35:03 AM DATE 3/14/2017 PLOTTED BY GRImando DESIGNED BY B. HELSLEY ENTERED BY G. RIMANDO REV 0 -RE CHECKED BY S. MESIC REV B -Fit PROJ. ENGR. C. CHEN REV A - PR REGION I STATE NO. 10 WAS JOB NUMBER 12/22/16 CONTRACT NO. 11/21/16 C8811 DATE BY FED.AID PROJ.NO. LOCATION NO. 3/14/17 DATE REQUIRED PAVEMENT RESTORATION. PER CITY OF RENTON STANDARDS a Z vs 12" MIN ' SAWCUT (TYP) r EXISTING PAVEMENT NEAT -LINE TRENCH (TYP) WHEN DEPTH IS LESS THAN 4 FT. "CRUSHED SURFACING" PER STD SPEC 9-03.9(3). COMPACT TO 95% MAX. DENSITY. 'a '\i\\i/\ COMPACTED BEDDING GRAVEL PER SECTION /\\�\ 9-03.12(3), "GRAVEL \\�\ BACKFILL FOR PIPE ZONE BEDDING", OF THE WSDOT \�i\/\i\\\� i\��\\�\\\\i\\ STANDARD SPECIFICATION. SEE NOTE 1 NOTES: 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE: *36" FOR PIPE UP TO AND INCLUDING 18" NOMINAL DIAMETER. *LD. PLUS 18" FOR PIPE LARGER THAN 18" NOMINAL DIAMETER. 2. EXCAVATIONS OVER 4'DEEP SHALL COMPLY WITH THE SAFETY STANDARDS DESCRIBED IN CHAPTER 296-155, PART N OF THE WAC. TYPICAL TRENCH DETAIL AS -BUILT MAW / A Washington State Department of Transportation ATKjNs0N R �1RR 141017 �p� EL&IISEOFpgCOrySTRUC 0 %-8121 PLAN REF NO 1-405 / SR 167 INTERCHANGE UTD11 DIRECT CONNECTOR SHEET 257 OF 88 WATER DETAILS SHEETS N TM W M N i TEMPORARY 2" GALVANIZED PIPE AND 2" GATE VALVE FINISHED C4ADE ELEVA.T'ON 3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12-INCH DIAMETER AND OVER) NEW WATER MAIN POLYPIG II VERTICAL CROSS FOR POLYPIGGING STATION INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WITH 2- TAP & 2- TEMPORARY BLOW —OFF ASSEMBLY (REMOVE BLOW —OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY —PIG") ONE BLIND FLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN NOISE WALL 3' 1 4' 2' 1 3' q� I tit I -------------- 2OPLQ0" I I I N "14 2017 v �E�EASED FOR OONSMUCn0N NOISE WALL 3' 4' k2' 3' 4v tit 14ST I 18, LOCAL STREET 7.17' j 6' 4.84' 2% I I I b 8" w 12" SD I I I I I I I I 8" SSO I I I 14ST I 18' LOCAL STREET 9.17' 9.03' I 2 b 8„ W O� �I I --- O1 �I I 14.69' 1 8" SS O I 1 ° PUBLICltUhh� POLY PIG STATION FOR CLEANING OF STD. PLAN — 300.6 DEPARTMENT WATER MAINS MARCH 2010 AS -BUILT W-381215 FILE NAME c:lpwworkinglnail_x_grimandold0321992IC8811_DE_UTD12.dgn TIME 10:31:56 AM REGION STATE FED.AID PROJ.NO. f PLAN REF NO N. DATE 3/14/2017 10 WAS ��j'� 1-405 /SR 167 INTERCHANGE UTD12 PLOTTED BY GRimando DESIGNED BY B. HELSLEY JOB NUM6ER WO DIRECT CONNECTOR ENTERED BY G. RIMANDO Washington State SHEET CHECKED BY S. MESIC REV 0 -RELEASED FOR CONSTRUCTION 3/14/17 CONTRACT No. LOCATION No. od�l �3I7j7t�S�,�� Department Of Transportation PROD. ENGR. C. CHEN REV A -FINAL REVIEW 12/22/16 o\ n, 1, 3114117 887 C8811 DATE REGIONAL ADM. L. ENG REVISION DATE BY P.E. STAMP eoz P.E. STAMP eox DATE UTILITY DETAILS SHEETS CV TM MW C'7 CV i TOP SECTION VIEW 1'-6" 2 10" 2'-6" 1'-6" 1'-6. 2 12- V-6" 2'-0" 1'-fi- 1'-5" 4 16" T-Om 2'-6' 2'-0" 1'-6" 4 CONCRETE SHALL 3900 P.SA. READY NIX POURED IN PLACE 2 REINFORCED BARS SHALL BE DEFORMED BARS AND TIED TOGETHER. S FORMWORK AT FACE OF ANCHOR ypulc MUST BE RETMOVED. BACKFLL AT FACE OF ANCHOR WALL (MUST BE COMPACTED TO 95% MAX DRY DENSITY BASED AST11 01557 PRIOR TO REINSTATING SERVICE OF THE WATER MAIN - TRENCH WIDTH ELEVATION VIEW NOT TO SCALE /µ4 REBAk AT e' ON CENTER VMT 180 STANDARD HOOKS O BOTH ENDS 1 1 rJ DiR WETLAN _ I BUFFER WE�'LANZ BEGIN HVS BOUNDA Y N 17187C41 E 1297647/11 HVS AP HVS AP N297708 -- N 171872.19 { � I E 1 9765248 S A %I_, Ill E 1297 58.70 I 738.42 + I HVS AP I J J N 171832 96 tb S E 1297753.797753.75 i AP 1 i'1IV171799.93 E 1297761.3i 9y I 1 E 1297769. I I ❑q RP I I I cr � Y 1 HVS AP ' N 71688,37 E 977T.27 END HVS 1 al �il III " N 171684.67 E 1297777.45 HIGH VISIBILITY SILT FENCE DETAIL PGi3LI�: CONCRETE DEADMAN BLOCK �;Tl). P1.,\N 33" ` 0.4 (k/NSO AI 1lUan DEPARTMENT MAW. : 20 JUL 212AS=BUILT RE,QSEID FOR W-381216 FILE NAME c:lpwworking\nai\_x_grim ando\d0321992\C8811_DE_UTD13.dgn TIME 8:27:47 AM RENOON STATE FED.AID PROJ.NO. a"� P. yF TON PLAN REF NO DATE GRima17 10 was w`��oF�AS� 1-405 / SR 167 INTERCHANGE UTD13 PLOTTED BY GRimando TAP DIRECT CONNECTOR DESIGNED BY G. RIMANDO JOB NUMBER Washington State SHEET ENTERED BY G. RIMANDO REV 0 -RFC 07/20/17 w CONTRACT NO. LOCATION NO. �.�' ��, 33747R�p ; De Department Of Trans OrtatlOn 209 CHECKED BY B. HELSLEY REV B -FINAL REVIEW 07/10/17 �s c/s1E P P PROJ. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 04/04/17 "'/ONAL w 7120117 887 REGIONAL ADM. L. ENG REVISION DATE BY C8811 P.E. STAMP BOX DATE P.E. STAMP BOX DATE UTILITY DETAILS SHEETS N TM W M N 1♦ i of ap ap xl�l�� I i� II �I APPROXIMATE LIMITS OF op 3 2H:1V SLOPE ap ( 1 II PROPOSED BARRIER r L 1 op SEX 6" G. INSTALL TEMPORARY r I END CAP AND BLOW p' �.- �. �� OFF ON EXISTING PROVIDE PAD FOR HYDRANT - WATER STUBS WITH COMMON BORROW PER WSDOT STANDARD SPEC. 9-03.14(3) COMPACTED S,> TO 95% 'WSDOT SHALL OWNQ 2H:1V SLOPE AND MAINTAIN AL 8 O REMOVE EX. FIRE HYDRANT NEW FIRE H ANT SEMBLY �� PIPES AND AND EX. 8" WATER PROPOSED J 1� NEW SUPPORT HYDRANTh ST OF 4:1 SLOPE ' PER CITY RENTO STANDARD - COLUMNS THIS EX ' G.V. PLA 0.1 /7 SB4 STA 12 3.15 (67.97' LT) EX 8" WATER (BASED ON WSDOT CONNECT TO 8" EXISTING -� 33 HYDRANT INSTALLATION PLAN 1-8"x6" REDUCER (FLxMJ) \ ATTACHED TO WATER SERVICE PROPOSED `L .pl AGREE ENT WITH CITY OF RENTON BARRIER DATED JUNE 2, 1987) x� US Q -- 11 3 1� 0 3 ^ CONNECTION DETAIL -1O B \ � NOT TO SCALE REMOVE EXISTING,- S FIRE HYDRANT / EX 21' W T CONNECTION / // 11 '� EXISTING VALVE DETAIL fJ Jrli� i WSDOT SHALL OWN INSTALL TEMPORARY c§' I AND MAINTAIN ALL END CAP AND BLOW OFF ON EXISTING 36" 3 HYDRANT PORTS TO BE LOCATED ABOVE TOP OF BARRIER [J PROPOSED BARRIER SB 1-405 TO SR 167 RAMP 6" GATE VALVE WITH ' FLANGED SHOE (FLxMJ) NEW 6" DI 1 I PIPES AND WATER STUBS r 6" GATE VALVE WITH I - HYDRANTS WEST OF FLANGED SHOE (FLxFL) THIS EX 6" G.V. 1-8 45 BE D Jx L) f 1-8" 11.25' BEND (MJxFL) 8"x6" REDUCER (MJxFL) EX 6" G.V. CO C TE BL CK G / FIRE H Ny / ( .59 ) - tw NEW 8" DI REMOVE E G � 37 'RT / f� EX 8"x6" TEE REMOVE EX. HYDRANT SETTING AND W 8" WATER ORIENTATION DETAIL ^ . O N LOOKING SOUTH REMOVE EX. wA6' ` W SUPPORT FIRE HYDRANT N8 / / /- - / f / COLUMNS m Lr) Ey $ — 36" 36„ 00 J PROPOSED BARRIER HYDRANT PORTS TO PROPOSED W BE LOCATED ABOVE / / I .)I I TOP OF BARRIER WALL (TYP CONNECTION > 1-8" 22° BEND (MJxFL) PROPOSED / 10 f` � � DETAIL CONCRETE BLOCKING BARRIER / �6RPN\P 3 j IP1 NB405 1209+42.33 7 �� (64.86'RT) Go 10 LF 3 I OF NB SR 167 TO / F $ ' F� PLAN COVER (TYP) i 7.." L 3NB I-405 RAMP M \N'O 1-8" 45' BEND (MJxFL) ^ CONCRETE BLOCKING 1-8"x6" TEE (FLxFL) NB405 1209+35.61 1-8" CAP (FL) (71.55'RT) ^ PROPOSED / 1-8" ADAPTOR (FLxMJ) BARRIER I 1-6" GATE VALVE (FLxMJ) =' \ CONCRETE BLOCKING / �� � I z N+.0 (7.6' RT) Z 1CONNECTION DETAIL B405 120817622 = ' ` NOT TO SCALE NOTES: NEW FIRE HYDRANT ASSEMBLY PER \ ATI[I�IE®►1 HYDRANT SETTING AND 1. ALL NEW PIPES AND HYDRANTS SHALL BE PRESSURE TNUM 1l ORIENTATION DETAIL CITY S A 1208+NTON STANDARD PLAN 310.1 TESTED, CLEANED AND DISINFECTED PER CITY OF RENTON LOOKING UP STATION N6405 STA 1208+17.50 (68.58' RT) ,/ STANDARDS BEFORE FINAL CONNECTION TO EXISTING /\ WATER STUBS. — 1 9 Z019 2. ALL MECHANICAL JOINT FITTINGS SHALL HAVE RESTRAINED 1 0 25 50 �_r AS -BUILT \/ GLANDS EQUAL TO MEGALUG 1100 SERIES OR ROMAGRIP SCALE IN FEET OR APPROVED EQUAL. Dc1 USED FO CO�1@T UCTOR 3 RGVGII�7 f-V1l V IAA � RFIV 1 tVl� FILE NAME c:\pwworking\nail_xjzigweid\d0321992\CB811_DE_UTD14.dgn W-381217 TIME 11:13:15 AM REGION STATE FEDNO..AID PROJ.NO. ` I / PLAN REF NO DATE 12/1812019 REV 3 - RFI0235 12/18/19 10 was TWO 1-405 / SR 167 INTERCHANGE UTD14 PLOTTED BY JeffZ REV 2 - RF10191 3/7118 _ DIRECT CONNECTOR DESIGNED BY B. HELSLEY REV 1 - RF10208 1/30/18 doe NUMBER Washington State SHEET ENTERED BY G. RIMANDO REV 0 -RFC 7/13/17 o v 260 ,i, �, 33747 � y CHECKED BY J. ZIGWEID REV B - FINAL REVIEW 5/4/17 CONTRACT NO. LOCATION NO. �s ecrscEe� Department of Transportation OF PROJ. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 3/17/17 \t, e° WATER DETAIL PLAN - TALBOT ROAD 887 c8811 DATE DATE FIRE HYDRANT RELOCATION SHEETS REGIONAL ADM. L. ENG REVISION DATE BY P.E. STAMP eoz P.E. STAMP eox