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HomeMy WebLinkAboutWTR2703604_2T LO LO CV ICE z UJI U C 3 W a. (� Q a W z Q C) Q I— W _ F- LO W U) CITY OF RENTON SE 5TH STREET AC WATER MAIN REPLACEMENT PROJECT IMPROVEMENTS PROJECT APRIL, 2012 GENERAL NO VICINITY MAP SCALE: 1 Y4 MILE Mqp�� �ql IsgT s� y,Gy�q y ONE CALLEXISTING SHOWN REFE ENCETILITIES ONLY. AREONLY. SHALL FIELD LOCATE ALL EXISTING 1-800-424-5555 UTILITIES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. CONTACT PERSONNEL mul AGENCY PHONE ABDOUL GAFOUR CITY OF RENTON WATER UTILITIES SUPERVISOR 425-430-7210 ANDREW WEYGANDT CITY OF RENTON PROJECT MANAGER 425-430-7208 RAYMOND SLED RENTON WATER MAINTENANCE SHOP SUPERVISOR 425-430-7400 KATHY JOHNSON PUGET SOUND ENERGY 425-462-3381 BILL WALKER COMCAST CABLE 253-288-7538 TIFFANY KUHN OWEST COMMUNICATIONS 253-372-5445 HOLLY WILLIAMSON OLYMPIC PIPELINE COMPANY 425-235-7767 SHEET INDEX DRAWING NO. SHEET NO. TITLE GO 1 COVER SHEET C1 2 PLAN AND PROFILE STA 52+80 TO 54+50 C2 3 PLAN AND PROFILE STA 54+50 TO 59+50 C3 4 PLAN AND PROFILE STA 59+50 TO 64+50 C4 5 PLAN AND PROFILE STA 64+50 TO 69+00 C5 6 PLAN AND PROFILE STA 69+00 TO 73+50 D1 7 CONNECTION DETAILS D2 8 TRENCH RESTORATION PLAN EC1 9 TESC PLAN KEY MAP SCALE 1"- 200' Q 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE LATEST STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE 2008 EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. SOME STANDARD DETAIL DRAWINGS MAY HAVE BEEN MODIFIED FOR THIS CONTRACT. THE CONTRACTOR SHALL REFER TO DETAIL DRAWINGS INCLUDED IN THE CONTRACT DOCUMENTS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. ALL LOCATIONS OF EXISTING U7LITIES SHOWN ARE APPROXIMATE AND 1T SHALL BE THE CONTRACTOR'S RESPONSIBIL17Y TO VERIFY THE TRUE AND CORRECT LOCAT70N SO AS TO AVOID DAMAGE OR DISTURBANCE FOR UTILITY LOCATES CALL 800-424-5555 (OR 811) A MINIMUM OF 72 HOURS PRIOR TO EXCA✓A770N. 3. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. ANY MODIFICA77ONS TO THE APPROVED TRAFFIC CONTROL PLAN SHALL BE RESUBMITTED AND APPROVED PRIOR TO IMPLEMENTATION. 4. ALL NEW WATER PIPE AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM BEFORE BEING FLUSHED, DISINFECTED, AND PRESSURE TESTED. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER MAINTENANCE DEPARTMENT TWO WEEKS BEFORE MAKING A CUT -IN CONNECAON TO AN EXISTING WATER MAIN AND 5 DAYS BEFORE MAKING A CONNECRON TO A NEWLY CUT -IN TEE AND VALVE(S) ON THE EXISTING MAIN. ALI. PIPE AND FITTINGS NOT TO BE DISINFECTED IN PLACE SHALL BE SWABBED WITH IX CHLORINE SOLUTION PRIOR TO INSTALLATION. 5. AFTER DISINFECTING THE WATERMAIN, DISPOSE OF CHLORINATED WATER BY DISCHARGING TO THE NEAREST OPERATING SANITARY SEWER. 6. DEFLECT THE WATERM41N ABOVE OR BELOW EXISTING U77LI77ES AS REQUIRED TO MAINTAIN 3FT MINIMUM COVER, 12 IN. MINIMUM VERTICAL CLEARANCE BETWEEN UTILITIES UNLESS OTHERWISE SPECIFIED. A ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON STANDARD DETAILS UNLESS OTHERWISE NOTED. 8. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO REMOVE DUST AND DEBRIS FROM PAVEMENT AREA AS DIRECTED BY THE ENGINEER. FLUSHING OF STREETS SHALL NOT BE PERMITTED. 9. BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR SHALL PROVIDE A CATCH BASIN FILTER FOR ALL DOWNHILL STORM DR41N INLETS AND CATCH BASINS. THE CONTRACTOR SHALL PERIODICALLY INSPECT THE COND177ON OF ALL FILTERS AND REPLACE AS NECESSARY. TO. PAVEMENT MARKINGS (EG. LANE LINE BUTTONS OR PAINT STOP BARS, CROSSWALKS, ETC.) DAmmAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. 11. TEMPORARY RESTORA77ON OF TRENCHES FOR OVERNIGHT USE SHALL BE ACCOMPLISHED BY USING COLD MIX ASPHALT (HMA). STEEL PLATES MAY BE USED OVERNIGHT TO COVER THE LAST SECTION OF TRENCH. STEEL PLATES MUST BE PINNED DOWN AND ASPHALT RAMPS/WEDGES MUST BE PLACED AROUND THE PLATES. STEEL PLATES SHALL NOT BE USED ON STEEP GRADES OR WHERE STEEL PLATES PRESENT A ROADWAY HAZARD. 12. THE CONTRACTOR SHALL KEEP PROJECT AREA OPEN TO TRAFFIC AT ALL TIMES, UNLESS APPROVED BY THE CITY OF RENTON, 13. CONSTRUCTION WORK SHALL BE FROM 8:00 AM TO 4:00 PM. -� 1 Fl FND PROPOSED FIRE HYDRANT Z PROPOSED REDUCER PROPOSED VERTICAL CROSS H PROPOSED GATE VALVE PROPOSED BLOW -OFF ASSEMBLY E PROPOSED CAP �1 PROPOSED COUPLING SLEEVE % EXIS77NG WE VALVE )D EXISTING FIRE HYDRANT ® EXISTING WATER METER EXISTING IRRIGATION VALVE o EXISTING REDUCER EXISTING WATER LINE ) �SMH EXISTING SANITARY SEWER MANHOLE ------------- - EXIS77NG SANITARY SEWER LINE (C1) EXISTING TYPE 2 CS [j EXISTING TYPE 1 CB --------- EXISTING STORM DRAINAGE LINE %GV EXIS77NG GAS VALVE EXISTING CAS LINE EXISTING SURVEY MONUMENT ----- CENTERLINE ------- EXISTING LOT LINE ------- EXISTING R.O.W. LINE +io"c EXISTING DECIDUOUS TREE EXISTING SIGN - - -5-22- - - EXIS77NG CONTOUR ----3fl--- EXISTING INDEX CONTOUR -) EXISTING TELEPHONE MANHOLE -y- ----- ----- EXIS77NG TELEPHONE \� EXISTING LUMINAIRE Pe EXISTING CONDUIT PULL BOX ©pU EXISTING POWER VAULT EXISTING TELEPHONE RISER A EXISTING CABLE ----1=------- EXISTING OVERHEAD POWER EXIS71NG MAIL BOX DETAIL NUMBER __- X X PLAN SHEET/ \DETAIL SHEET NUMBER NUMBER CHECKED FOR COAAPLIANC£ WITH CITY STANDARDS fM ,_ R PP VA BY:---________ Oate: By: _ Date:_ CITY OF By: ------ — — Date:- By _ Date: = RENTON � By`----------- Date:-- By'------- Date:----- By`---------- Date:------ �°------- -Date:---- Public Works Dept. r In LO M N (: w F— Z w W a w a. U Q J d w ifr Z LID U Q y w U) 2938 ONE CALL 1-800-424-5555 EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 3009 1 - 8• GV (FLxM I) C7 LO w c/) N Ln U + W W Q U) U) W 1 w Lu (� Z J H a Z 0 20 40 1 "=20' WATER NOTES• 1 3' COVER MINIMUM. (TYP.), UNLESS OTHERWISE SPECIFIED. AREMOVE EXISTING FIRE HYDRANT. 3Q CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR ABANDONED VALVES) A314• WATER SERVICE REPLACEMENT PER STANDARD DETAIL 320. 1. (TYPICAL FOR ALL SERVICES) CONNECT NEW METER SETTER AND NEW COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. SQ POTHOLE IN THIS LOCATION AHEAD OF WATER MAIN INSTALLATION TO ESTABLISH LINE AND GRADE. ESM t•_2o' mow �� p'„S SE 5TH ST AC MAIN REPLACEMENT PROJECT ��oa/is/i2 CITY OF qw � RENTON Aw8" WL STA. 50+00 TO STA. 54+50 nw, qc �°p1Ll - Planning/Building/Public Works Dept, -- N0. REVISION BY DATE APPR ac ' cn2 a, g Ln Ln c? r` N ►- F— Z Z W w � o W U Q J d LLI cr 3106 j 3110 Z j ": / 3114 Q E//% F- _ W ¢ 14 Q 1 :. ... LLJ U N W u') c E W—�— D 0— D D s 5 +00 �s s s s 56+00 Q s cn w l 1 w--mow w w EX 4i1C W—W759 (196 ZONE) w_ W U) Z SOOt 3 \ 2 7 �_, ° ¢ Q / 4 3115 EXISTING UTILITIES ARE SHOWN FOR ONE CALL REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING 9-800-424-5555 A MINIMUM 48 HOURS z UTILITIES OF FSs 2 PRIOR TO CONSTRUCTION. CNAL 4 /S-I01t• ¢ li 1 3121 3129 b1 w 1, 3201 STA. 58+04.5 234' RT f — FH d CG.. Y DEFLECT WATER MAIN BELOW EX. 24' CONC. STORM PIPE. 3 3' COVER OVER STORM PIPE. INSTALL VER77CAL BENDS AS NECESSARY TO PROVIDE 1.0' MIN. VERTICAL CLEARANCE. LOCATE WATER PIPE JOINT MIN. 6' FROM UTILITY CROSSING. Esm AW AW AW, AG N0, REVISION BY DATE APPR AG 3+00 s 4 w W I i -t Z 0 20 40 1 "=20' WATER NOTES.• 7Q 3' COVER MINIMUM. (TIP.), UNLESS OTHERWISE SPECIFIED. 3Q CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR ABANDONED VALVES) 4Q 3/4' WATER SERVICE 3216 3 REPLACEMENT PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL SERWCES) CONNECT NEW METER SETTER AND NEW COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. LO 5Q POTHOLE IN THIS LOCAT70N //¢ T . f w M AHEAD OF WATER MAIN INSTALLATION TO ESTABLISH 1 U-) U 7Q LINE AND GRADE. APPROXIMATE LOCA77ON OF + EXIS77NG SANITARY SEWER L0 SERV7C£ BASED DN AS -BUILT w DRAWINGS SIDE SEWERS ARE - " w AT APPROX. 2�-5' DEPTH - Q = CONTRACTOR SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT (n LOCA77ON AND DEPTH. LOCATE WATER MAIN PIPE JOINT A w MINIMUM OF 6' FROM SEWER 1 CROSSING OR AS APPROVED BY _w_w w ENGINEER. CON7RACTOR SHALL Z REPAIR DAMAGED SIDE SEWERS AT OWN EXPENSE AS FOLLOWS: —� -WTRII9ED CLAY., RE-SEC77ONED WITH FLEXIBLE FERNCO COUPLINGS -CONCRETE: RE-SEC77ONED , Q W77H ROMAC SADDLE 4 -PVC: RE-SEC77ONED WITH RIGID COUPLINGS OR A ROMAC SADDLE 3209 j CITY OF SE 5TH ST AC MAIN REPLACEMENT PROJECT 04/13/12 .r R E N TO N jO.E .118" W L STA. 54+50 TO STA. 59+50 Da Lnl 11.1 Planning/Building/Public Works Dept. C-2 M n N � H Z Z w U C o w a () a J a_ w cr z_ a U a F- U) �- ln W LO U) w 07 N i Ln U w LO w Q 2 U) w w (q z_ J U CQ G REVISION 1 - 8" FLxMJ ADAPTER 1 - 8" GV (FLxMJ) 1 - 6" GV (FLxMJ) ` 3332 3325 ,AW"'"=20'.""' CITY OF pacx: AW -' RENTON DF'•Tuw AW. AG ; — Planning/Building/Public Works Dept. BY DATE APPR APPROVED L Z 0 20 40 1 "=20' WATER NOTES: Q1 3' COVER MINIMUM. (TYR), UNLESS OTHERWISE SPECIFIED. 2Q REMOVE EXISTING FIRE HYDRANT. 3Q CLOSE VALVE AND REMOVE EX VALVE BOX. (TYPICAL FOR ABANDONED VALVES) 4Q 314" WATER SERVICE REPLACEMENT PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL SERVICES) CONNECT NEW METER SETTER AND NEW COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. 5Q POTHOLE IN THIS LOCATION AHEAD OF WATER MAIN INSTALLATION TO ESTABLISH LINE AND GRADE. 7Q APPROXIMATE LOCATION OF EXISTING SANITARY SEWER SERVICE BASED ON AS -BUILT DRAWINGS. SIDE SEWERS ARE AT APPROX. 2'-5' DEPTH. CONTRACTOR SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT LOCATION AND DEPTH. LOCATE WATER MAIN PIPE JOINT A MINIMUM OF 6' FROM SEWER CROSSING, OR AS APPROVED BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED SIDE SEWERS AT OWN EXPENSE AS FOLLOWS /-VITRIFIED CLAY.• RE -SECTIONED WITH FLEXIBLE FERNCO COUPLINGS -CONCRETE RE -SECTIONED WITH ROMAC SADDLE -PVC: RE -SECTIONED WITH RIGID COUPLINGS OR A ROMAC SADDLE SE 5TH ST AC MAIN REPLACEMENT PROJECT 04/13 112 8" WL STA. 59+50 TO STA. 64+50 C-3 T L1 n ^ Y/ M N ,�2 4 _ 4 - Nr� TA 52 p1 N TA . `✓�.: - 7 (y7 / 4 5TA. 65+54.2, 8.3' RT 1 - 8 11 4' BEND MJ TA Z �,0 N� ONE CALL 1-800-424-5555 EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. REMOVE 8" PLUG AND CONNECT C4 D1 TO £X. 8" TEE. SEE CONNECTION DETAIL FOR TEMPORARY FITTINGS. REMOVE EX. 4" SPOOL AND PLUG £X. 4" GI INSTALL.. 1 - 8" SPOOL 1 - 8"" GV (MJxMJ) fp 1 - 4PLUG (MJ)� s \ \ N I mw I I O� IW IOC f I . MW® C I i WI I= I I it I I F WAs S`SIONAI E -/3.IP/z- N0. REVISION TO EX. 8" TEE. SEE CONNECTION DETAIL FOR TEMPORARY FIT77NGS. REMOVE £X. 4" SPOOL AND PLUG EX 4" GV INSTALL: 2 - 8" SPOOL i - 8" SLEEVE 1 - 8" OV (MJxMJ) 0 1 - 4" PLUG (MJ) BY I DATE I APPR 4 7E,X 4AC-0232 96 ZONE) U (M✓� STA. 68+28.1, 19.1' RT 1 - 8 45' BEND MJ Ln o U 0-) W 69 v cl) W _ w (n z_ .J EX. 6"STEEL W-0232, BUIL T 1962 U (196 ZONE) 1 STA, 68+20.0, 19.6' RT CUT AND CAP EX 4 AC. INSTALL TEMPORARY BLOW -OFF ASSEMBLY AND TEMPORARY THRUST BLOCK. CUT AND CAP TO BE PERFORMED BY CITY OF REN TON. CONTRACTOR SHALL OVER -EXCAVATE AS NEEDED FUR INSTALLA77ON OF NEW PIPE AND THRUST BLOCK. CONTRACTOR SHALL USE CAUTION EXPOSING EXISTING AC WATER MAIN. 0 20 40 1 "=20' WATER NOTES Ql 3' COVER MINIMUM. (TYP.), UNLESS OTHERWISE SPECIFIED. Q3 CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR ABANDONED VALVES) 4Q 3/4" WATER SERVICE REPLACEMENT PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL SERVICES) CONNECT NEW METER SETTER AND NEW COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. SQ POTHOLE IN THIS LOCA7701V AHEAD OF WATER MAIN INSTALLA77ON TO ESTABLISH LINE AND GRADE. 7Q APPROXIMA7E LOCATION OF EXIS77NG SANITARY SEWER SERVICE BASED ON AS -BUILT DRAWINGS. SIDE SEWERS ARE AT APPROX. 2'-5' DEPTH, CONTRACTOR SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT LOCATION AND DEPTH. LOCATE WATER MAIN PIPE JOINT A MINIMUM OF 6' FROM SEWER CROSSING, OR AS APPROVED BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED SIDE SEWERS AT OWN EXPENSE AS FOLLOWS- -VITRIFIED CLAY RE -SECTIONED WITH FLEXIBLE FERNCO COUPLINGS -CONCRETE'. • RE -SECTIONED WITH ROMAC SADDLE -PVC: RE -SECTIONED WITH RIGID COUPLINGS OR A ROMAC SADDLE ® INSTALL PROPOSED 8" O7 WATER MAIN PARALLEL WITH EX. AC/STEEL WATER MAIN. CONTRACTOR SHALL USE CAU7701V EXPOSING EXIS77NG AC WATER MAIN. ESM 1"_2D' °� °„ ��� SE 5TH ST AC MAIN REPLACEMENT PROJECT a o4/13/12 AW "' CITY 0 F � RENTON AW 8" WL STA. 64+50 to STA. 69+00 DAT utia AW, AG — Planning/Building/Public Works Dept. C-4 nc Ln IO c`M ti N i■ a � H $ Z r w w a w Q. U Q J IL W Z a U Q W Lf) L1J U) ONE CALL 1-800-424-5555 EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. I — 8" GV (M✓) I I ESM anrc AW AW azciau.. L—� I DA LRA AW, AG i. ,. REVISION BY DATE APPR nG 0 20 40 1 "=20' WATER NOTES Q1 Y COVER MINIMUM. (TYR), UNLESS OTHERIOSE SPECIFIED. 3Q CLOSE VALVE AND REMOVE EX VALVE BOX. (TYPICAL FOR ABANDONED VALVES) 4Q J/4" WATER SERVICE REPLACEMENT PER STANDARD DETAIL 320.7. (TYPICAL FOR ALL SERVICES) CONNECT NEW METER SETTER AND NEW COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. 5, POTHOLE IN THIS LOCATION AHEAD OF WATER MAIN INSTALLATION TO ESTABLISH LINE AND GRADE. 6Q INSTALL MEGA —LUG JOINT RESTRAINT. 7Q APPROXIMATE LOCATION OF EXISTING SANITARY SEWER SERVICE BASED ON AS —BUILT DRAWINGS SIDE SEWERS ARE AT APPROX. 2"-5" DEPTH. CONTRACTOR SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT LOCATION AND DEPTH. LOCATE WA7ER MAIN PIPE JOINT A MINIMUM OF 6' FROM SEWER CROSSING OR AS APPROVED BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED SIDE SEWERS AT OWN EXPENSE AS FOLLOWS, —VITRIFIED CLAY: RE—SEC77ONED WITH FLEXIBLE FERNCO COUPLINGS —CONCRETE. RE—SEC77ONED WITH ROMAC SADDLE —PVC: RE—SEC77ONED WITH RIGID COUPLINGS OR A ROMAC SADDLE 8Q EXISTING TELEMETRY CONDUIT TO REMAIN INTACT. 9 RELOCATE EX. HYDRANT TO 1.5' FROM EDGE OF SIDEWALK. ® INSTALL PROPOSED 8" DI WA7ER MAIN PARALLEL WITH EX. AC/STEEL WATER MAIN. CONTRACTOR SHALL USE CAUTION EXPOSING EXIS77NG AC WATER MAIN. ,_® CITY OF SE 5TH ST AC MAIN REPLACEMENT PROJECT 04/13/12 REN TON 8" WL STA. 69+00 TO STA. 73+50 '"°` Planning/Building/Public Works Dept. C-5 M MN LL —S STA. 52+88.Ot SE SINS E£T Z INSTALL: 1 - 16 x8" TAPPING TEE (V W/ THRUST BLOCK w I - 8' GV (FLxMJ) w 1 - 8' CAP (MJ) S a U to J W Z CLOSE VALVE AND INSTALL Q TFMP. MI CAP. C) Q � H U) 2 H In W W P cam__ d" - -- - - P F - F - - P -- - f' - -- P �— z4" SD D D EX. 24" SD X 4" EX 24" SD-'--- D SS � ---- .-__-- S — S S-------" STA. 65+ — 0t SE 57H STREET -- --- — STA. 65+72.3 SE 5TH STREET _ 5-- I k W __ ._- 53+00 __ rVE STA. 65+54.2 SE 5TH STREET IN ALL 1 - 8" OL / S A RTICAL CROSS (M✓xFL) REMOVE 8 PLUG AND CONNECT EX. 8' TEE. INSTALL: INSTALL: _ STA.53+10t SE 57H STREET INSERT POL)PIG. INSTALL 8' CAP L I ///���CUT dr CAP EX. 4' AC - —'1 STA. 5?+S7REET - 8' 1)Y.' BEND (MJ) W/ THRUST BLOCK I - 8" B 1 - 2' B 7EMPORA ND FLANGE OW -OFF Y THRUST BLOCK I - 8' DI DPOOL �(MJ)WITHEMPORARY 1 - 8' GV (M✓x CONNECTLREMOtE TEMPORAAND MJBLOW-OFF ASSEMBLY W/ CAP.MS $SE S S WTEMPORARY 4" AC THRUST BLOCKING. q POTHOLE EXIS77NG STORM TOW - 8' D EX 8 SS EX. B SSEX ��AUNCH!NE LOCATION OF P!C `� W X.W4' AC ANDONED) 8" D! SLEEVE R eX 8" DI I WEL EX. 8 SD so EX 4" AC EX 4" AC M �-' M ABANDONED IN PLACE ABANDON £X. 4' GATE VALVE 7ES77NG DETAIL FINAL CONNECTION DETAIL TESTING DETAIL FINAL CONNECTION DETAIL CONNECTION DETAIL r2� CONNECTION DETAIL CT Df STA. 52+88.0 SE 5TH STREET 0 G4 D1 2 43.9 SE 5TH STREET SCALE: 1'=70' NORTH SCALE j NORTH _ P-- -----P—--- --� STA. 67+BOt SE 57H STREET INSERT POL YPIG. INSTALL 8 CAP (MJ) AND TEMPORARY 2' BLOW -OFF ASSEMBLY W/ TEMPORARY THRUST BLOCKING. 5 EX. 6" SS S f EX- 8' DI W 17X AC M — ONE CALL 9-800-424-5555 2 —S EX. 6" SS S --- S f ABANDON EX. 4" TE VALVE EX. 8" D! W CUT AND CAP EX 4"----� EX. 4" AC AC WATER MAIN ® ABANDOND£ IN - PLACE - TESTING DETAIL FINAL CONNECTION DETAIL CONNECTION DETAIL ca Dt STA. 67+67.7 SE 5TH STREET SCALE: 1 "=10' NORTH EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. NO. I REVISION -S— I - 8" VER77CAL CROSS (M✓XFL) 1 - 8' BLIND FLANGE 1 - 2" BLOW- IEMPBRARY THRUST BL 0 A 101 0 -S S _�- CONNECT TO £X. 8" Of INSTALL: -�- � I - 8' GV (MJ) I � HORIZ. DEFLEC77ON 8" DI SLEEVE] O N EX• TES77NG DETAIL FINAL rT1 CONNECTION DETAIL cb Dt STA. 70+43.6 SE 5TH STREET SCALE. 1 "=10' NORTH n AND CAP X. 6' STEEL WATE / esM SE 5TH ST AC MAIN REPLACEMENT PROJECT 04/13/12 Aw .� CITY OF Aw I RENTON CONNECTION DETAILS P� oa . DIN `"" nw, AG ;1 ;;'ice - _AT Planning/Building/Public Works Dept. D-- BY DATE APPR "�" AG 7 w. 9 9-: s ♦- z Z F LLI w ui o_ U Q J W Z Q U Q H U) LLl w U) TRENCH RESTORATION DETAIL LaL- I �1 ��_ _I� -Jl l EXISTING UTILITIES ARE SHOWN FOR ONE CALL REFERENCE ONLY. CONTRACTOR 9-800-424-5555 LOCATE SHALL FIEA MINIMUM OFL48XIHOUR UTILITIES LD S N S"AL PRIOR TO CONSTRUCTION. E --Tvofiov- AW AW AW, AG N0. REVISION BY DATE APPR TRENCH SECTION WITH TRENCH SECTION WITH WATER MAIN IN PLANTING WATER MAIN IN ROADWAY. STRIP. 3't 3.5'-4.0' GUTTER TO EX. CONCRETE CURB & (TYP.) (TYP.) UNDAMAGEDAND IN-PLACE. 1NG SIDEWALK 4" HMA (CL. 1/2" PG 64-22) LANDSCAPE RESTORATION: L!0_ SOD OVER B" SAWCUT SEAL WITHND REMOVE AR4000W. OR GRIND. TIL PER CITY OF O �f (DEPTH VARIES) RON SPECIFICATIONS. ff (D ASPHALT PAVEMENT • •_ .•. n L—REPLACE PAVEMENT AND SUBGRADE BETWEEN EDGE OF TRENCH AND FACE OF GUTTER. DETAIL 'A" DETAIL "B" NOTES: 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND TEMPORARILY PATCHED WITH 2" MIN. COLD MIX ASPHALT AT END OF EACH WORK DAY. 2. THE FINAL PATCH SHALL BE INSTALLED WITHIN TWO (2) WEEKS OF FINAL INSPECTION AND TRANSFER OF SERVICE TO THE NEW WATER MAIN. 3. FOLLOWING THE COMPLETION OF THE NEW WATER LINES AND ALL RELATED APPURTENANCES, THE CONTRACTOR SHALL REMOVE ALL EXISTING ASPHALT. SUBSTANDARD SUBGRADE MATERIALS, AND REPLACE WITH 6" CRUSHED SURFACING TOP COURSE AND 4" OF HOT MIX ASPHALT CONCRETE PAVEMENT TO BE PLACED IN TWO (2) 2" LIFTS. TRENCH RESTORATION DETAIL N 7 S, _. w, ru iccawr�ov ,t... RESTORATION DETAIL "B" cy Y� O�l'9i�FS'T eROh R ���, FTgiFSroR e CITY OF RENTON Planning/Building/Public Works Dept. -EXISTING SUBGRADE CRUSHED SURFACING TOP COURSE BACKFILL MATERIAL AS REQUIRED BY THE ENGINEER: - NATIVE MATERIAL - SELECT IMPORTED TRENCH BACKFILL - CRUSHED ROCK FLOWABLE FILL 11) FINAL PATCH SHALL MAINTAIN UNIFORM wnTw. TART END WIDTH STA 52+75 53+15 5.0 STA 59+75 65+75 9.0 STA 67+68 68+25 7.0 STA 70+20 72+45 7.0 -NOTE THAT THE ABOVE SHALL BE USED FOR ESTIMATING PURPOSES ONLY. FINAL PATCH WIDTH SHALL BE DETERMINED BY THE ENGINEER. SE 5TH ST AC MAIN REPLACEMENT PROJECT 04/13/12 TRENCH RESTORATION PLAN D-2 L0 N CC ►- 1— z W W C) Q J Q- W Ir _z Q C) Q H L0 w U) CITY OF RENTON SE 5TH STREET AC WATER MAIN REPLACEMENT PROJECT IMPROVEMENTS PROJECT APRIL, 2012 GENERAL NO VICINITY MAP SCALE: I'- Y4 MILE xwici vn cwr� 4f,,o l' le" , 9�y/C�qY 1 53� ONE CALL EXISTING SHOWN REFERENCE UTILITIES ARE ONLY. CONTRACTOR OR SHALL F.� LOCATE 1-800-424-5555 UTILITIESI ELD A MINIMUM OFL48XNG HOURS a PRIOR TO CONSTRUCTION. 6a ABDOUL CAFOUR CITY OF RENTON WATER UTILITIES SUPERVISOR 425-430-7210 ANDREW WEYGANDT CITY OF RENTON PROJECT MANAGER 425-430-7208 RAYMOND SLED RENTON WATER MAINTENANCE SHOP SUPERVISOR 425-430-7400 KATHY ✓OHNSON PUGET SOUND ENERGY 425-462-3381 BILL WALKER COMCAST CABLE 253-288-7538 TIFFANY KUHN OWEST COMMUNICATIONS 253-372-5445 HOLLY WILLIAMSON OLYMPIC PIPELINE COMPANY 425-235-7767 SHEET INDEX DRAWING NO, SHEET NO. TITLE GO 1 COVER SHEET C1 2 PLAN AND PROFILE STA 52+80 TO 54+50 C2 3 PLAN AND PROFILE STA 54+50 TO 59+50 C3 4 PLAN AND PROFILE STA 59+50 TO 64+50 C4 5 PLAN AND PROFILE STA 64+50 TO 69+00 C5 6 PLAN AND PROFILE STA 69+00 TO 73+50 D1 7 CONNECTION DETAILS D2 8 TRENCH RESTORATION PLAN EC1 9 TESC PLAN KEY MAP -A/ 1: 1"-- 200' EWv.A s? f w�sN a/ST O ALE 4-i%-2a2- 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE LATEST STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE 2008 EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. SOME STANDARD DETAIL DRAWINGS MAY HAVE BEEN MODIFIED FOR THIS CONTRACT. THE CONTRACTOR SHALL REFER TO DETAIL DRAWINGS INCLUDED IN THE CONTRACT DOCUMENTS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL. TIMES DURING CONSTRUCTION. 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE FOR UTILITY LOCATES CALL 800-424-5555 (OR 811) A MINIMUM OF 72 HOURS PRIOR TO EXCAVATION. J. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. ANY MODIFICATIONS TO THE APPROVED TRAFFIC CONTROL PLAN SHALL BE RESUBMITTED AND APPROVED PRIOR TO IMPLEMENTATION. 4. ALL NEW WATER PIPE AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM BEFORE BEING FLUSHED, DISINFECTED, AND PRESSURE TESTED. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER MAINTENANCE DEPARTMENT TWO WEEKS BEFORE MAKING A CUT -IN CONNECTION TO AN EXISTING WATER MAIN AND 5 DAYS BEFORE MAKING A CONNECTION TO A NEWLY CUT-LN TEE AND VALVE(S) ON THE EXISTING MAIN. ALL PIPE AND FITTINGS NOT TO BE DISINFECTED IN PLACE SHALL BE SWABBED WITH 1$ CHLORINE SOLUTION PRIOR TO INSTALLATION. 5. AFTER DISIAIFECANG THE WATERMAIN, DISPOSE OF CHLORINATED WATER BY DISCHARGING TO THE NEAREST OPERATING SANITARY SEWER. 6. DEFLECT THE WATERMAIN ABOVE OR BELOW EXISTING UTILITIES AS REQUIRED TO MAINTAIN 3FT MINIMUM COVER, 12 IN. MINIMUM VERTICAL CLEARANCE BETWEEN UTLITIES UNLESS OTHERWISE SPECIFIED. 7 ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON STANDARD DETAILS UNLESS OTHERWISE NOTED. 8. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO REMOVE DUST AND DEBRIS FROM PAVEMENT AREA AS DIRECTED BY THE ENGINEER. FLUSHING OF STREETS SHALL NOT BE PERMITTED, 9. BEFORE_ COMMENCEMENT OF TRENCHING, THE CONTRACTOR SHALL PROVIDE A CATCH BASIN FILTER FOR ALL DOWNHILL STORM DRAIN INLETS AND CATCH 19ASINS. THE CONTRACTOR SHALL PERIODICALLY INSPECT THE CONDITION OF ALL FILTERS AND REPLACE AS NECESSARY. 10. PAVEMENT MARKINGS (E.G. LANE LINE BUTTONS OR PAINT, STOP BARS, CROSSWALKS, ETC.) OAMMAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. 11. TEMPORARY RESTORATION OF TRENCHES FOR OVERNIGHT USE SHALL BE ACCOMPLISHED BY USING COLD MIX ASPHALT (HMA). STEEL PLATES MAY BE USED OVERNIGHT TO COVER THE LAST SECTION OF TRENCH. STEEL PLATES MUST BE PINNED DOWN AND ASPHALT RAMPS/WEDGES MUST BE PLACED AROUND THE PLATES, STEEL PLATES SHALL NOT BE USED ON STEEP GRADES OR WHERE STEEL PLATES PRESENT A ROADWAY HAZARD, 12. THE CONTRACTOR SHALL KEEP PROJECT AREA OPEN TO TRAFFIC AT ALL TIMES. UNLESS APPROVED BY THE CITY OF RENTON. 13. CONSTRUCTON WORK SHALL BE FROM 8:00 AM TO 4:00 PM. LEGEND j- PROPOSED FIRE HYDRANT Z PROPOSED REDUCER PROPOSED VERTICAL CROSS N PROPOSED GATE VALVE / PROPOSED BLOW -OFF ASSEMBLY E PROPOSED CAP It PROPOSED COUPLING SLEEVE % EXISTING CATE VALVE )D EXISTING FIRE HYDRANT EE EXISTING WATER METER 0 EXISTING IRRIGATION VALVE IV o EXISTING REDUCER EXISTING WATER LINE Nw I EXISTING SANITARY SEWER MANHOLE - ---- - --- £XISANG SANITARY SEWER LINE Ii.l! EXISTING TYPE 2 CB �.� £XISANG TYPE 1 CB ---- - - ---- EXISTING STORM DRAINAGE LINE xGV EXISTING GAS VALVE EXISTING GAS LINE (9 EXISTING SURVEY MONUMENT ----- CENTERLINE ------- EXISTING LOT LINE ------- EXISTING R.O.W. LINE EXISTING DECIDUOUS TREE "•--..ua EXISTING SIGN - - - 522- - EXISTING CONTOUR ---30--- £XISANG INDEX CONTOUR EXISTING TELEPHONE MANHOLE - -- - EXIS77NG TELEPHONE (� EXISTING LUMINAIRE �. 1, 6, EXISTING CONDUIT PULL BOX ©I ' V EXISTING POWER VAULT 11,E EXISTING TELEPHONE RISER -- - '. A] V- £XISANG CABLE - I -' -- - EXISTING OVERHEAD POWER '9M U EXISTING MAIL BOX DETAIL NUMBER ®_- PLAN SHEET / \ DETAIL SHEET NUMBER NUMBER CHECKED FOR COMPLIANCEWITH 17Y STANDARDS �' Date: CITY 0 F fill By: ______---- Date:__ By.- ._._ Date:___ _e RENTON Date: _--_ Date:__ By:__-_-___ Date:____ By:______ Date: Public Works Dept. iZ L0 c`M cV .: f H Z Z w 3 w a (� Q J a w cr z_ Q Q F— y F— In w 2938 3009 I — 8- GV (FLxMJ) 3017 3021 In w U) N i Ln U + IT w LO w Q u)w `w w Cn Z J 2 Q Z 0 20 40 —00 1 "=20' WATER NOTES Q1 3' COVER MINIMUM. (TYP.), UNLESS OTHERWISE SPECIFIED. 22\ REMOVE EXISTING FIRE HYDRANT. QCLOSE VALVE AND REMOVE EX. VALVE BOX (TYPICAL FOR ABANDONED VALVES) 4Q 3/4- WATER SERVICE REPLACEMENT PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL 5ERVlCES) CONNECT NEW METER SETTER AND NEW COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. SQ POTHOLE IN THIS LOCATION AHEAD OF WATER MAIN INSTALLATION TO ESTABLISH LINE AND GRADE. Ew" kErc EXISTING UTILITIES ARE SHOWN FOR °` w ONE CALL REFERENCE ONLY. CONTRACTOR o ESM „1� h 04/13/12 CITY OF SE 5TH ST AC MAIN REPLACEMENT PROJECT a SHALL FIELD LOCATE ALL EXISTING N AW RENTON 1-800-424-5555 UTILITIES A MINIMUM OF 48 HOURS f "e taEO °"""' AW 8" WL STA. 50+00 TO STA. 54+50 PRIOR TO CONSTRUCTION. �;�AL E "mnW AG �� �Lll, lIIl Planning/Building/Public Works Dept. 17— 1 ./w NO. REVISION BY DATE APPR ""' 2 - g co N I— ►: W F— i rZ- t5 w L wwc 3 w a C) J a_ w cr Z Q U Q 2 w U) 3106 3110 3114 j 3118 j� LLJ w r q` 4 V cnr— O -- L LO U 'It w LO W D—��' D—�— D D ! 5 s `0= D s s s 56+00 ; s s C/) w W �— W w W EX. 4 AC W-0159 (196 ZONE) �w I.. Z t F -5 DT --- 3 COVE MIN. J — 2 U 4 7 4 q 7 �L: �� q G 3105 3115 j / 3121 STA. 56+04.5 20.4' RT 1 - 8 x6 7EE fL FL N THRUST BLOCK 1 - 8" FLxMJ ADAPTER 1 - 8' GV (FLxMJ) 1 - 6" GV (FLxMJ) 3202 3122 i /; zr i 4 4 I I r £ SE STH 4 �STREET s 5� D­& 0 s--r_, ' 's 0't (TYP.) 3129 3201 STA. 58+04.5 DEFLECT WATER MAIN BELOW EX. 24" CONC. STORM PIPE. 3.3' COVER OVER STORM PIPE. INSTALL VER77CAL BENDS AS NECESSARY TO PROVIDE 1.0' MIN, VERTICAL CLEARANCE. LOCATE WATER PIPE JOINT MIN. 6' FROM U77LI TY CROSSING. Z 0 20 40 "=20' j1 IWATER NOTES Q7 3' COVER MINIMUM. (TYR), UNLESS 07HERMSE SPECIFIED. 3Q CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR ABANDONED VALVES) 3210 J/s" WATER SERVICE 3216 3 �- REPLACEMENT PER STANDARD FOR ACL � DETAIL 320.1. (7YPlCAL SERVICES) CONNECT NEW METER SETTER AND NEW COPPER TAIL / - PIECE TO CUSTOMER PRIVATE -,� Ln SERVICE LINE. POTHOLE �...q w Z� AHEAD OFNWA7ERLOCNTION MA 4 ` (/) C? INSTALLA770N TO ESTABLISH °' j �✓ - — Ln U 77 LINE AND GRADE. APPROXIMATE LOCATION OF _ + EXIS77NG SANITARY SEWER _ I""' SERVICE BASED ON AS -BUILT �--• r - . - _ -- - w DRAWINGS SIDE SEWERS ARE - w AT APPROX. 2'-5' DEPTH. - CONTRACTOR SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT sOs s s (n LOCATION AND DEPTH. LOCATE WATER MAIN PIPE JOINT A w MINIMUM OF 6' FROM SEWER w CROSSING, OR AS APPROVED BY W w W W— _ w U) ENGINEER. CONTRACTOR SHALL - I Z REPAIR DAMAGED SIDE SEWERS AT OWN EXPENSE AS FOLLOWS -VITRIFIED CLAY.- RE-SEC770NED WITH FLEXIBLE F£RNCO ----_ T U COUPLINGS -CONCRETE: RE -SECTIONED q f iI 4 Q WITH ROMAC SADDLE 7 I' 7 I -PVC: RE-SEC770NED WITH ° RIGID COUPLINGS OR A ROMAC SADDLE 3209 +v AS EXISTING UTILITIES ARE SHOWN FOR °` WA'" _ ONE CALL REFERENCE ONLY. CONTRACTOR ESM "-zo' '°'��' SE 5TH ST AC MAIN REPLACEMENT PROJECT a oa/13/i2 SHALL FIELD LOCATE ALL EXISTING _ W °�°" CITY OF 1-800-424-5555 UTILITIES A MINIMUM OF 48 HOURS 44863 0 2�� AN W REN TON O,STE g^ WL STA. 54+50 TO STA. 59+50 PRIOR TO CONSTRUCTION. Ss'( NA E " AW, AG Planning/Building/Public Works Dept. C-2 4 /s-tat NO. REVISION BY DATE APPR AG m: 3 - 9 �i f H z Z W w W a 0 Q IL W c Z Q 41, Z. C) 24 % 3232 Y6 Q / 3300 j 3308 STA. 62+43.9, 12.4' RT 1 — 8 x6 IEE FLxFL Y H 2 3316 I- e R LXM �noAarER W 11 4 J3324I - s" GV (FLxM ) LU r% 4 N (� 3332 W of 5 s' _ s f 7S®4. W w w— Z 4 3 I 7 1 .. "RU3T BLOCK MJ) f 4 _ I O W 3 63, 4 {- 7 � //�. STA. 62+43.9 22.3' RT 3217 2 3225 j 1 FH As ti LY 4 3301 3309 „ t / 7 w STA. 59+54.3, 20.4' RT i — 8" 1BEND (MJ) W/ THRUST BLOCK ' 3321 3325 ONE CALL 1-800-424-5555 EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. Z 0 20 40 1 "=20' WATER NO7E5: Q1 3' COVER MINIMUM. (TYR), UNLESS OTHERWISE SPECIFIED. 2Q REMOVE EXISTING FIRE HYDRANT. 3Q CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR ABANDONED VALVES) 4Q 314" WATER SERWCE REPLACEMENT PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL SERWCES) CONNECT NEW METER SETTER AND NEW COPPER TAIL PIECE TO CUSTOMER PRIVATE SERWCE LINE SQ POTHOLE IN THIS LOCATION AHEAD OF WATER MAIN INSTALLATION TO ESTABLISH LINE AND GRADE. QAPPROXIMATE LOCATION OF EXIS77NG SANITARY SEWER SERWCE BASED ON AS —BUILT DRAWINGS. SIDE SEWERS ARE AT APPROX. 2'-5' DEPTH. CONTRACTOR SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT LOCATION AND DEPTH. LOCATE WATER MAIN PIPE JOINT A r, MINIMUM OF 6' FROM SEWER 3340 CROSSING, OR AS APPROVED BY j' ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED SIDE SEWERS AT OWN EXPENSE AS FOLLOWS —W7RlFlED CLAY., RE —SECTIONED W1774 FLEXIBLE FERNCO 3404 COUPLINGS —CONCRETE-.' RE—SECRONED I WITH ROMAC SADDLE ;i a-- —PVC: RE —SECTIONED W77H RIGID COUPLINGS OR A ROMAC SADDLE 4 \ w y s r^ 7 J' \ C9 4'441 I � 3333 SE 5TH ST AC MAIN REPLACEMENT PROJECT 04/13/12 f AW CITY OF RENTON AW I � 8" WL STA. 59+50 TO STA. 64+50 AW, AG Planning/Building/Public Works Dept. C-3 N0. REVISION BY DATE APPR APPROVED "" q g Ln cl) N 0 20 40 I 1 "= 20' ui J/A. O/T /L.4 ItI C4 Ol 2 REMOVE 8 PLUMG AND CONNECT z TA C4 Di + T TO EX 8" TEE. SEE CONNECTION REMOVE 8" PLUG AND CONNECT DETAIL FOR TEMPORARY FITTINGS 2 . TO EX. 8" TEE. SEE CONNECTION DETAIL FOR TEMPORARY REMOVE EX. 4" SPOOL AND PLUG w EX. 4" GV. INSTALL: WATER NOTES' [3 as U FITTINGS REMOVE EX. 4" Z 3' COVER MINIMUM. (TYP.), SPOOL AND PLUG EX. 4" GU. _ Q INSTALL: 1 - 8" SLEEOVE UNLESS OTHERWISE SPECIFIED. 13- 1 - 8" SPOOL 1 - 8" GV (MJxMJ) Q3 CLOSE VALVE AND REMOVE EX. w 1 - 8" GV (MJxMJ) Grp a� �p� 1 - 4" PLUG (MJ) VALVE BOX. ABANDONED (TYPICAL FOR 1 — 4" PLUG (MJ) 3N gyp. A, Z 01 1 68+21.3, 12.4' RT 4Q J/1," WATER SERVICE Q ' - 8 45' BEND MJ REPLACEMENT PER STANDARD DETAIL 320.1. TYPICAL FOR ALL SERVICES) CONNECT NEW METER C..) �O / ����///�/'� STA. 68+28.1, 79.1' RT / / SETTER AND NEW COPPER TAIL / 04110./ = SERVICE LINE. PIECE TO TONER PRIVATE 2 8 45' BEND MJ //// AHEAD I WATER MA IN I— w — INSTALLATION TO ESTABLISH to4 .` • �, .. - -- . '. � r - _ _ i, - - _ _ - _ LINE AND GRADE. Lij LO U) 2 _ S'+E 5T/1,,,� �+TpEET _ _ -' --�_ C) i 7Q APPROXIMATE LOCA77ON OF 7 4 _ l,, �7 !� 5 O U EXISTING SANITARY SEWER ' SERVICE ASED ON AS -BUILT + DRAWINGSSIDE SEWERS ARE +00 AT APPROX. 2'-5' DEPTH. f 5 W Z ' r 5 s �j C0 CONTRACTOR OLE SHALL POIH IN In W ADVANCE TO DETERMINE EXACT s EX, 8"0I 3557, U 7'2 196 ZONE_ w — — W— --- — — — N 63 Q = LOCATION AND DEPTH. LOCATE w � WA TER MAIN PIPE JOINT A U) MINIMUM OF 6' FROM SEWER CROSSNG, OR AS APPROVED B w ENGINIEER. CONTRACTOR SHAY s ♦� REPAIR DAMAGED SIDE SEWERS ta(l\ \ ; EX 4 AC - " w vJ AT OWN EXPENSE AS FOLLOWS: l ) \\\"kzz ' . N� CE,52 Dl p II W 0232 z -VITRIFIED CLAY., RE -SECTIONED N 12' LF B M N N I 4 (196 ZONE) 7 4 2�j v J WI7N FLEXIBLE FfRNCO Z EX 6'STEEL = COUPLINGS 3 \ W ' W-01962 U23—CONCRETE RE —SECTIONED ` , Wl7N ROMAC SADDLE h (196 ZONE) '� ,I /�/ %/�...,_D�' 1 < —PVC: RE —SECTIONED WITH ^^ Cr 7 '� /, cT `, O 13 `'^ I y C RIGID COUPLINGS OR A ROMAC w cP 4 STA. 65+54.Z 8.3' RT / I STA. 68+20.0, 19.6' RT C SADDLE 8 7 - 8 11 i' SEND CUT AND CAP EX. 4 AC. A INSTALL PROPOSED 8" DI WATER /n I I, INSTALL TEMPORARY �MAIN PARALLEL WITH EX. // W BLOW —OFF ASSEMBLY AND AC/STEEL WATER MAIN. � TEMPORARY 7HRUST BLOCK. CONTRACTOR SHALL USE CUT AND CAP TO BE CAUTION EXPOSING EXIS77NG AC PERFORMED BY 0 TY v •'� rWn ' RENTON. CONTRACTORF WATER MAIN. /� v, _ SHALL OVER-EXCAV47E AS NEEDED FOR INSTALLATION • a W I OF NEW PIPE AND THRUST BLOCK. CONTRACTOR SHALL USE CAUTION EXPOSING EXISTING AC WATER MAIN. Mw® I W I I3 I I N M / WAS c EXISTING UTILITIES ARE SHOWN FOR ° " ONE CALL REFERENCE ONLY. CONTRACTOR a ESM 1"_20' „�",, SE 5TH ST AC MAIN REPLACEMENT PROJECT SHALL FIELD LOCATE ALL EXISTING oa/is/12 AW CITY OF 1-800-424-5555 UTILITIES A MINIMUM OF 48 HOURS ..a I `u REN TON 8" WL STA. 64+50 to STA. 69+00 PRIOR TO CONSTRUCTION. s"src�°L AW�� onlurn /ANAL AW, AG 'Y"w„ Planning/Building/Public Works Dept. C-4 NO. REVISION 8Y DATE APPR 4 /3-Zo)z AG s -a ONE CALL 1-800-424-5555 EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. ESM V° 'w'a°i+w suac 1 "=20' 1ONf AW AW DAIV1d AW. AG iar N0. REVISION BY DATE APPR as r AG +� CITY OF RENTON Planning/Building/Public Works Dept. 0 20 40 1 "=20' WATER NOTES iQ 3' COVER MINIMUM. (TYP.), UNLESS 0774ERKISE SPECIFIED. 3Q CLOSE VALVE AND REMOVE £X. VALVE BOX. (TYPICAL FOR ABANDONED VALVES) 4Q 3/4" WATER SERVICE REPLACEMENT PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL SERVICES) CONNECT NEW METER SETTER AND NEW COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. 5Q POTHOLE IN THIS LOCATION AHEAD OF WATER MAIN INSTALLARON TO ESTABLISH LINE AND GRADE. 6Q INSTALL MEGA -LUG JOINT RESTRAINT. 7Q APPROXIMATE LOCATION OF EXIS77NG SANITARY SEWER SERVICE BASED ON AS -BUILT DRAWINGS SIDE SEWERS ARE AT APPROX. 2'-5' DEPTH. CONTRACTOR SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT LOCA77ON AND DEPTH. LOCATE WATER MAIN PIPE JOINT A MINIMUM OF 6' FROM SEWER CROSSING, OR AS APPROVED BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED SIDE SEWERS AT OWN EXPENSE AS FOLLOWS -VITRIFIED CLAY. RE-SEC7701VED W4TH FLEXIBLE FERNCO COUPLINGS -CONCRETE RE-SEC7IONED W9TH ROMAC SADDLE -PVC.- RE -SECTIONED WITH RIGID COUPLINGS OR A ROMAC SADDLE 8Q EXIS77NG TELEMETRY CONDUIT TO REMAIN INTACT. 9Q RELOCATE EX. HYDRANT TO 1.5' FROM EDGE OF SIDEWALK. QO INSTALL PROPOSED 8" DI WATER MAIN PARALLEL WITH EX. AC/STEEL WATER MAIN. CONTRACTOR SHALL USE CAUTION EXPOSING EXIS77NG AC WATER MAIN. SE 5TH ST AC MAIN REPLACEMENT PROJECT 8" WL STA. 69+00 TO STA. 73+50 04/13/12 rie�nem.: C-5 - S STA. 52+88.0.t SE 57H S77EET w F- INSTALL: z Z 1 - 16"x8" TAPPING TEE (T W/ LLI THRUST BLOCK w 1 - 8' GV (FLxMJ) uj 1 - 8" CAP (MJ) a. U J n7 W Z CLOSE VAL V£ AND INSTALL Q TEMP. MJ CAP. 2 U Q L0 W W W au D D EX 24" t S S 53+00 4x STA. 53+101 SE 57H STREET INSERT POLYPIG INSTALL 8" CAP (MJ) W77H TEMPORARY 2" BLOW -OFF ASSEMBLY W/ TEMPORARY 7HRUST BLOCKING. EX. 4" qC POTHOLE EXIS77NG STORM 70 — . LOCATION OF PIG LAUNCH. Ep N v, _ - — — F' ----- — S au DJINSTALL: D 53+00///���'''CUT & CAP E 5/' 1E/ EX. 4" AC W-1w I VE �o TESTING DETAIL CONNECTION DETAIL FINAL CONNECRON DETAIL 1 Cf D1 STA. 52+88.0 SE 5TH STREET 0 SCALE. 1 "=10' NORTH STA. 67+80t SE 5TH STREET INSERT POLYPIG. INSTALL 8 CAP (MJ) AND TEMPORARY 2" BLOW -OFF ASSEMBLY W/ *TEMPORARY THRUST BLOCKING. S EX. 6" SS S f EX. 8" DI w X. 4 AC M — i —S EX_6 SS t- ABANDON £X. 4" EX. 8" DI w EX. 24` SO "- ---- ---�— STA. 65+60]t STA. 65+72.3 SE 51H STREET STA. 65+54.2 SE 57H STREET INS ALL L I A ON: REMOVE 8' PLUG AND CONNECT TO INSTALL: 1 - 8' R77CAL CROSS (MJxFL) EX. 8" TEE. INSTALL: 1 - 8" 11%4• BEND (M✓) W/ 1 - 8" B./ND FLANGE STREET THRUST BLOCK 1 - 2" H OWOFF i 1 - 8" DI DPOOL �. REMOVE TEMPORARY THRUST BLOCK 1 - 8" GV (MJxMJ) AND MJ S S S S EX. 8 SS _ _ EX. 8 SS _ A4 ACAC DI WE EX 4" AC MAEX 4" AC M —�— BANDONS IN PLAC` 3 ABANDON EX. 4" GATE VALVE TESTING DETAIL FINAL CONNECTION DETAIL 2 CONNECTION DETAIL C4 DI STA. 62+43.9 SE 57H STREET SCALE: 1 "=10' NORTH !!tA!CWA AND CAP EX. 4"—�-- EX. 4' AC TER MAIN ® ABANDOND£ IN PLACE TESTING DETAIL FINAL CONNECTION DETAIL r1 CONNECT/ON DETAIL c4 D, STA. 67+67.7 SE 5TH STREET 0 SCALE: 1 "=10' NORTH ONE CALLEXISTING SHOWN REFERENCETILITIES RE ONLY. ACONTRACTOR OR SHALL FIELD LOCATE ALL EXISTING 1-800-424-5555 UTILITIES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. -S- 1 8" VfRT7CAL CROSS (MJxFL) 1 - - 8" BLIND FLANGE 1 - 2' BLOW - _. _IEMPARARY THRUST BL —�_.. � O -S S — CONNECT TO EX. 8" Dl. INSTALL: �- 1 - 8" GV (MJ) U7 _ HMZ. DEFLECTION 8' DI SLEEVE PROP, 8 EX• _ DI (ABAN n N FINAL 4 CONNECTION DETAIL C5 D, STA. 70+43.6 SE 57H STREET SCALE 1 "=10' NORTH CUT AND CAP X. 6' STEEL WA TE IN g� x� � W can -10 °^ ,,;y„, SE 5TH ST AC MAIN REPLACEMENT PROJECT w 04/13/12 1 " Awe CITY OF Aw d REN TON CONNECTION DETAILS nw. nc -• Planning/Building/Public Works Dept.�- N0. REVISION BY DATE APPR nc 'G" "a0"0M0V W-3604 to C7 I` N z U w w O LL U Q J LU z a U Q H LC7 W L7 TRENCH RESTORATION DETAIL --} -----_---- +-- ENCH RESTORATION DETAIL "A" TRENCH SECTION WITH TRENCH SECTION WITH WATER MAIN IN PLANTING WATER MAIN IN ROADWAY. STRIP. 3 3.5'-4.0' EX. CONCRETE CURB & GUTTER TO REMAIN (TYP.) /��c TYPUNDAMAGED AND IN -PLACE. EXISTING SIDEWALK 4" HMA (CL. 1/2" PG 64-22) LANDSCAPE RESTORATION: LAWN SOD OVER 8" SEAL WITH AND REMOVE OR GRIND. TOPSOIL PER CITY OF I SEAL WITH AR4000W. RENTON SPECIFICATIONS. 4- EX. ASPHALT PAVEMENT -bgj..,._ - .. I . (DEPTH VARIES) 3 �. (TYP.) ,0. MIN.• a :,n;>y,' REPLACE PAVEMENT AND SUBGRADE BETWEEN EDGE OF TRENCH AND FACE OF GUTTER. DETAIL "A" DETAIL "B" NOTES: 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND TEMPORARILY PATCHED WITH 2" MIN. COLD MIX ASPHALT AT END OF EACH WORK DAY. 2. THE FINAL PATCH SHALL BE INSTALLED WITHIN TWO (2) WEEKS OF FINAL INSPECTION AND TRANSFER OF SERVICE TO THE NEW WATER MAIN. 3. FOLLOWING THE COMPLETION OF THE NEW WATER LINES AND ALL RELATED APPURTENANCES, THE CONTRACTOR SHALL REMOVE ALL EXISTING ASPHALT. SUBSTANDARD SUBGRADE MATERIALS, AND REPLACE WITH 6" CRUSHED SURFACING TOP COURSE AND 4" OF HOT MIX ASPHALT CONCRETE PAVEMENT TO BE PLACED IN TWO (2) 2" LIFTS. r I j ,L _ _I �L �`STORA n TRENCH RESTORATION DETAIL J I I -q li T I II ONOeTq/� N.T.S. - ge}i _7Leo-u�rT �soa . oiJ • " I ,mow v � Fc j EXISTING UTILITIES ARE SHOWN FOR ` WAs" r ONE CALL REFERENCE ONLY. CONTRACTOR 0 SHALL FIELD LOCATE ALL EXISTING 1 1-800-424-5555 UTILITIES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. o' IT1I I Llj i 'T I 4� �I`- 11 tsM "armor�±�`i", 'w'7ni 1"=80' AW mo¢ AW ♦•fR 'I _ m ,� �"� W, AC NO. REVISION BY DATE APPR 'd" "• _ AG f RESTORATION DETAIL "B" �y CITY OF jM RENTON Planning/Building/Public Works Dept. `EXISTING SUBGRADE 6" CRUSHED SURFACING TOP COURSE (MIN.) � icy \ OFTgRFSlO�gnO� BACKFILL MATERIAL AS REQUIRED By THE ENGINEER: - NATIVE MATERIAL - SELECT IMPORTED TRENCH BACKFILL - CRUSHED ROCK - FLOWABLE FILL ltD FINAL PATCH SHALL MAINTAIN UNIFORM unnru TART END WI STA 52+75 53+15 5.0' STA 59+75 65+75 9.0 STA 67+68 68+25 7.0 STA 70+20 72+45 7.0 •'"NOTE THAT THE ABOVE SHALL BE USED FOR ESTIMATING PURPOSES ONLY. FINAL PATCH WIDTH SHALL BE DETERMINED BY THE ENGINEER. SE 5TH ST AC MAIN REPLACEMENT PROJECT TRENCH RESTORATION PLAN 044/13/12 : D-2 ag. a 9