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HomeMy WebLinkAboutWTR2703638_3w 00 ce) co r O�- N� CITY OF RENTON PRESIDENT PARK WATER MAIN REPLACEMENT PROJECT MARCH, 2013 aft VICINITY MAP N scALE:t'_,000': SHEET INDEX DRAWING NO. SHEET NO. TITLE G-0 1 COVER SHEET C-1 2 LAYOUT PLAN 1 C-2 3 LAYOUT PLAN 2 C-3 4 LAYOUT PLAN 3 D-1 5 CONNECTION DETAILS D-2 6 CONNECTION DETAILS D-3 7 PIGGING PLAN EC-1 8 ROADWAY RESTORATION AND TESC PLAN EC-2 9 ROADWAY RESTORATION AND TESC PLAN HORIZONTAL DATUM — NAD 1983/91 POSITIONS FOR COORDINATES ARE BASED ON WGS DATA POINT NUMBER 3748 "2 INCH DIAMETER BRASS DISC IN 4 INCH CONCRETE FILLED IRON PIPE 0.6 FEET BELOW MONUMENT CASE AT THE INTERSECTION OF NE 4TH STREET AND MNROE AVENUE NE' NORTH 101109.40 EAST 1308748.927 AND WGS DATA POINT 3747 "7/8 INCH DIAMETER COPPER PIN IN CONCRETE MONUMENT 0.7 FEET BELOW MONUMENT CASE AT THE INTERSECTION OF NE 4TH STREET AND UNION AVENUE NE' NORTH 181067.883 EAST 1311396.674 VERTICAL DATUM — NAVD 88 ELEVATIONS ARE BASED N CITY OF RENTON CONTROL POINT 1943 'BRASS DISC SET IN TOP OF CONCRETE MONUMENT 1.1 FEET BELOW MONUMENT CASE AT THE INTERSECTION OF MNROE AVENUE NE AND NE 12TH STREET" ELEVATION - 425.15 FEET ELEVATIONS VERIFIED BY CITY OF RENTON CONTROL POINT 721 'COPPER TACK IN CONCRETE MONUMENT 0.4 FEET BELOW MONUMENT CASE AT THE INTERSECTION OF NE 7TH STREET AND MNROE AVENUE NE' ELEVATION = 381.60 FEET UTILITY PROVIDERS POWER AND NATURAL GAS PUGET SOUND ENERGY 355 110TH AVENUE NE BELLEVUE, WA 98004 (206) 425-2000 (888) 225-5773 NATURAL GAS: PUGET SOUND ENERGY 10885 NE 4TH STREET, SUITE 1200 PO BOX 97034 BELLEVUE, WA 98009-9734 (425) 454-6363 (888) 225-5773 TELEPHONE: CENTURY LINK 1600 7TH AVENUE SEATTLE. WA 98191 (800) 244-1111 1 ONE —CALL REFERENCE ONISTING LY. ARER 1-800-424-5555 KnowwhaCabelow. CBII before you dlp. SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION. CITY OF RENTON CONTACTS: LEGEND A/C ASPHALT/CONC. PVM'T BUILDING LINE CATV CABLE TELEVISION (C) CALCULATED ® CATCH BASIN (CB) CC CONCRETE CURB CG CONCRETE GUTTER CL CENTERLINE • CONIFEROUS TREE CRW CONC. RETAINING WALL CW CONCRETE WALK DECIDUOUS TREE DWY DRIVEWAY ____EASEMENT I.1NE____ ECD ELECTRICAL CONDUIT ® ELECTRIC METER (PM) QE ELECTRICAL MANHOLE EV ELECTRICAL VAULT (EV) FIRE HYDRANT (FH) G GAS LINE ® GAS METER (GM) m GAS VALVE (GV) ABDOUL GAFOUR CITY OF RENTON WATER UTILITY SUPERVISOR 1055 SOUTH GRADY WAY RENTON, WA 98057 (425) 430-7210 ANDREW WEYGANDT CITY OF RENTON PROJECT MANAGER 1055 SOUTH GRADY WAY RENTON, WA 98057 (425) 430-7208 RAYMOND SLED CITY OF RENTON WATER MAINTENANCE SHOP SUPERVISOR 3555 NE 2ND STREET RENTON, WA 98056 (425)430-7400 E-- GUY ANCHOR 0 SAN. SEWER CLEANOUT (SSCO) GENERAL NOTES 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 ED177ON OF THE WSDOT/APWA STANDARDS AND SPECIFIC4710NS, AS HANDICAP STALL SLHH STREET LIGHT HAND HOLE APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS h SPECIFICATIONS. SOME STANDARD DETAIL DRAWINGS MAY HAVE BEEN HAND HOLE (HH) SURVEY MONUMENT IN CASE MODIFIED FOR THIS CONTRACT. THE CONTRACTOR SHALL REFER TO DETAIL DRAWINGS INCLUDED IN THE CONTRACT DOCUMENTS, A SET OF APPROVED IE INVERT ELEVATION TCD TELEPHONE CONDUIT PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. ALL LOCA77ONS OF EXIS77NG UTIL177ES SHOWN ARE APPROXIMATE AND IT SHALL LIGHT POLE LP TE TOP ELEVATION O ( ) BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOC477ON SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES (Meas) MEASURED TEL TELEPHONE CALL 800-424-5555 (OR 811) A MINIMUM OF 72 HOURS PRIOR TO EXCAVATION. O/H OVERHEAD LINES OT TELEPHONE MANHOLE J. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE —CONSTRUCTION MEETING. ANY MODIFICATIONS TO THE APPROVED TRAFFIC P PAINTED LOCATE G= TRAFFIC FLOW () CONTROL PLAN SHALL BE RESUBMITTED AND APPROVED PRIOR TO IMPLEMENTATION. ® POST INDICATOR VALVE (PIV) TRAFFIC LIGHT 4. ALL NEW WATER PIPE AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM BEFORE BEING FLUSHED, DISINFECTED, AND PRESSURE TESTED. • PROPERTY CORNER TRANS TRANSFORMER THE CONTRACTOR SHALL N077FY THE CITY OF RENTON WATER MAINTENANCE DEPARTMENT TWO WEEKS BEFORE MAKING A CUT —IN CONNECTION TO AN PL PROPERTY LINE TrSB TRAFFIC SIGNAL BOX EXIS77NG WATER MAIN AND 5 DAYS BEFORE MAKINC A CONNECTION TO A NEWLY _ _ CUT —IN TEE AND VALVE(S) ON THE EXIS77NG MAIN ALL PIPE AND FITTINGS NOT O UTILITY POLE (PP or UP) TSC TRAFFIC SIGNAL CONTROL TO BE DISINFECTED IN PLACE SHALL BE SWABBED WITH 116 CHLORINE SOLUTION PRIOR TO INSTALLATION. PWR POWER o TELEPHONE SENTRY (TS) 5. AFTER DISINFECTING THE WATERMAIN, DISPOSE OF CHLORINATED WATER BY DISCHARGING TO THE NEAREST OPERATING SANITARY SEWER. (R) RECORD LOCATION o TV SENTRY (TV) 6. DEFLECT THE WATERAwN ABOVE OR BELOW EXlS77NG UT7L?lES AS REQUIRED TO RETAINING WALL U/G UNDERGROUND LINE MNNTAIN 3FT MIN/MUM COVER, 12 IN. MINIMUM VERTICAL CLEARANCE BETWEEN UTILITIES UNLESS OTHERWISE SPECIFIED. R/W _ _ RIGHT—OF=WAY _ _ W WATER MAIN OR LINE Z ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON STANDARD DETAILS UNLESS OTHERWISE NOTED. SD STORM DRAIN m WATER METER (WM) 8. THE CONTRACTOR SHALL NOT LEAVE STOCKPILED TRENCH EXCAVATION MATERIAL 0 STORM DRAIN CLEANOUT (SDCO) QW WATER MANHOLE ON CITY STREETS OUTSIDE OF WORK HOURS. 9. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO REMOVE DUST 0 STORM DRAIN MANHOLE m WATER VALVE (WV) AND DEBRIS FROM PAVEMENT AREA AS DIRECTED BY THE ENGINEER. FLUSHING OF STREETS SHALL NOT BE PERMITTED. p 1 STREET/STOP SIGN V YARD LIGHT (YL) 10, BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR SHALL PROVIDE A CATCH BASIN FILTER FOR ALL DOWNHILL STORM DRAIN INLETS AND CATCH SS SANITARY SEWER BASINS. THE CONTRACTOR SHALL PERIODICALLY INSPECT THE COND177ON OF ALL FILTERS AND REPLACE AS NECESSARY. OO SANITARY SEWER MANHOLE 11. PAVEMENT MARKINGS (E.G. LANE LINE BUTTONS OR PAINT, STOP BARS, CROSSWALKS ETC.) DAMMAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. 12. TEMPORARY RESTORATION OF TRENCHES FOR OVERNIGHT USE SHALL BE ACCOMPLISHED BY USING COLD MIX ASPHALT (HUA). STEEL PLATES MAY BE USED OVERNIGHT TO COVER THE LAST SEC77ON 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. 1J. THE CONTRACTOR SHALL KEEP PROJECT AREA OPEN TO TRAFFIC AT ALL TIMES, UNLESS APPROVED BY THE CITY OF RENTON. 14. CONSTRUCTION WORK SHALL BE FROM 8:00 AM TO 4.00 PM. CHECKED FOR COMPL14N_CE W77H C17Y STANDARDS RECOMMENDED FOR APPROVAL By: Dote: By: Date: CITY OF By: Date: By: Date:— RENTON By: Date: _ By: Date: By: Date: By: Date: Public Works Dept. 00 co co co r; N u a � ONE -CALL EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR 1-800-424-5555 SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 72 HOURS Know whaPa11810W. Call baron you dlg._ PRIOR TO CONSTRUCTION. 1 6RH, INC. 1 "=30' gnu i'w'iiw� AW AW=� DATUM TONAL AW. �. AG 1 :tall NO. REVISION BY DATE APPR nc LH CITY OF RENTON Planning/Building/Public Works Dept. Z 0 30 60 1 "=30' 72th ST ti r7 z � N 0 c-2 RENTO 0 NE IOth ST a 0 VICINITY MAP N3CALE:1"=1000'3 WATER N07M Ql 3' COVER MINIMUM. (TYP.). UNLESS OTHERWISE SPECIFIED. 2Q REMOVE EXIS77NO FIRE HYDRANT. QCLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR ABANDONED VALVES) A4 REPLACE EAIS77NG '%s WATER SERVICE KITH NEW 1' WATER SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL SERVICES) CONNECT NEW METER SETTER AND NEW COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. SQ PO7HOL£ IN 7HIS LOCATION AHEAD OF W017ER MAIN INSTALLA7701V 70 ESTABLISH LINE AND GRADE. AQ APPROXIMATE LOCA7101V OF EXISTING SANITARY SEWER SERVICE BASED DN AS -BUILT DRAWNGS SIDE SEWERS ARE AT APPROX. 2'-5' DEP7H. CONTRACTOR SHALL POTHOLE IN ADVANCE (TYPICAL FOR ALL SIDE SEWERS). CONTRACTOR SHALL REPAIR DAMAGED SIDE SEWERS AT OWN EXPENSE AS FOLLOWS: -VITRIFIED CLAY: RE -SECTIONED KITH PVC PIPE SPOOL AND FLEXIBLE FERNCO COUPLINGS -CONCRE7E• RE -SECTIONED WITH ROMAC SADDLE -PVC: RE-SEC7IONED 107H RIGID COUPLINGS OR A ROMAC SADDLE 7Q INSTALL 601F 8' CL-52 Of MECHANICAL ✓aNT PIPE AND 8' SLEEVE (M✓) 10117H MEGA -LUG RETAINER GLANDS QB INSTALL NEW WATER MAIN BELOW EXIS7ING WATER MAIN. PRESIDENT PARK WATER MAIN n 03/05/13 REPLACEMENT PROJECT LAYOUT PLAN 1 C-1 29 00 c) co c) N 04254DO160 0425400'55 0425400150 04254DO145 0425400140 0425400135 3301 NE lIth ST. 3305 NE 11th ST 3311 NE 11th ST. 3 31 7 NE 11th ST 3323 NE 11th ST. 0425400130EII 3401 NE 11th ST. 3a07 NE 11th 5,' 0425400, 70 3306 NE. 10th °. 104114.010EOt 0MONR 165 1425400175 22 NE 010t 30 NE 0I Ot 06 NE 190 3414 NE loth PL. 1066 MONROE AVE. NE � 14 NE loth PL. j}22 NE loth PL 3330 NE loth PL. 3406 NE loth PL. 15 `7 — — — STA. 1+51.6 13.3' LT 3 r` REMO EX. 6 PLUG AND CONNECT 70 2 DI STA. 7- F /. EX. 8" Ol. SEE CONNEC77ON DETAIL FOR 1z 13F E / TEMPORARY FIT77NGS. INSTALL: 11 I I 4'W m .48ANDQNEO ( 14 I ST-7.+J —2. A. 8" SLEEVE (MJ) W/ MEGA -LUG I I IN PLACE STA. 4+50.0&0' LT 1 6' GV 0 I 1 - 6 x6TE 8" 45' BEND (M✓) W/ MEGA -LUG 4 i - GV J - (1 LIE-399 I gl'i 1 - CONC. THRUST BLOCK I PM 1! tc/ �/ PERT. (9roI v� ' L�—rE/�� 0425400t25 3413 NE lith ST. I 0425400200 1067 OLYMPIA AVE. NE f r ,6 I �tI —� ` \ IA� 4'W R IO l 4 4.5�t I R '�, OJ / R 537 LF 8' DI CL-52 (TJ 3' COVER (MIN.) c2 5 0 — — / 6+00 cD 7+00 —Q 60 LF 8' Of CL-52 (MJ) W/ MEGA -LUG A'I 061PL. — — -- — — — — — — — — — 4110 R TE- / F 77??/I I a 77 IT?/n I �G1AM7T 7 / I "71 STA. 7+1 82'LTSTA1+6377' LT ssN 4 sSME-434.e9 DEFLECT W 5 TE-420.71 4 3 MEGA —LUG IE-413.9 IE-427.9 TE (C.O.C.) -yo71 - CONC THRUST BLOCK I1 L/ IE-395.901 N) 7 2 I I IE-395.1(12*0I W) 0125 E010t 0425400235 105 0425E 10t 042 NE 105 31 NE0220 0425E lot — — — �I 3301 NE 240 PL. 3307 NE 10th PL. 3315 NE loth P',_. 3324 NE 10th PL. 3304 NE loth PL. 0425400210 0425400 5 3407 NE tOth °l. 3a75 NE 10tn PL 3423 NE Ott, PL. I 4 STA. 7+46. 10.3' LT NE 107H PL- ,JD / STA 9+76L4, 10.6 RT OLYUP/A AVE NE CONNECT TO EX 6' CL SEE CONNEC77ON DETAIL FOR TEMPORARY I FITTINGS INSTALL- 1 - 8' CROSS (MJ) 4 - 8" GV (MJxMJ) I 1 - 87r6' REDUCER (MJxM✓) 1 - 8' SPOOL 1 - 6' SPOOL 1 - 6' 7RANSI77ON COUPLING Z / iI STA. 11+61.5 10.6' LT mQ 2 1 - 8 45' BEND MJ W 17 \ MEGA -LUG • RE SHOWN OR ACO ONE-CALLEXISTING REFERENCE ONLY. CONTRACTOR SHALL FIELDEXISTING 9-800-424-5555 Knowwh9t'-below. Call b9fon you d)p. M N MUM OTE F`722 U S PRIOR TO CONSTRUCTION. 1 - CONC THRUST BLOCK o I U/ I NI O � (c.o.c.> t r STA. 11+92.5, 15.7' RT I '� 0Y CONNECT TO £X 8- DI. SLOE I _ CONNEC77ON DETAIL FOR TEMPORARY — 0 ITT V FITTINGS. INSTALL - I � I Z 1 - 8' SLEEVE � m 33/4 BRH. INC. AW d -e AW AW. AG NO REVISION BY DATE APPR —AG. Lll IN 1"-30'- im CITY OF WM RENTON DATUM Planning/Building/Public Works Dept. �o�i r<olov Z 0 30 60 1 "= 30' NE 12th ST w J RENT Z O NE loth ST O VICINITY MAP NscALE: r-,000t WATER NOTES ZL 3' COVER MINIMUM. (TYR), UNLESS 07HERW/SE SPECIFIED. ?Q REMOVE EXISTING FIRE HYDRANT. 31 CLOSE VALVE AND REMOVE EX. VALVE BOX. (7YPICAL FOR ABANDONED VALVES) Al REPLACE EXIS77NG •% WATER SERVICE W774 NEW 1" WATER SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL SERVICES) CONNECT NEW METER SETTER AND NEW COPPER TAIL PIECE TO CUSTOMER PRIVATE 5Q SERVICE LINE.. P07HOLE /N THIS LOCA7701V AHEAD OF WATER MAIN INSTALLATION TO ESTABUSH LINE AND GRADE. 6Q APPROXIMATE LOCA7701V OF EX1S77NG SANITARY SEWER SERVICE BASED DN AS -BUILT DRAWINGS SIDE SEWERS ARE AT APPROX. 2'-5' DEPTH. CONTRACTOR SHALL P07HOLE 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. CON7RACTOR SHALL REPAIR DAMAGED SIDE SEWERS AT OWN EXPENSE AS FOLLOWS- -VITRIFIED CLAY: RE-SEC77ONED WI7H PVC PIPE SPOOL AND FLEXIBLE FERNCO COUPLINGS -CONCRETERE-SECTIONED WITH ROMAC SADDLE -P(4: RE -SECTIONED WITH RIGID COUPLINGS OR A ROMAC SADDLE QINSTALL 60LF 8' CL-52 DI MECHANICAL JOINT PIPE AND 8' SLEEVE (MJ) WiTH MEGA -LUG RETAINER GLAND. ,, INSTALL NEW WATER MAIN BELOW EXIS77NG WATER MAIN. PRESIDENT PARK WATER MAIN 03/05/,3 REPLACEMENT PROJECT LAYOUT PLAN 2 C-2 00 m co LM CV I~ INSERT POL WIG. INSTALL 8' CAP (M✓) AND TEMPORARY 2- BLOW—OFF ASSEMBLY W/ TEMPORARY THRUST BLOCKING lu f+50 Z N.E. IITHPL. Q CONNECT TO £X. 8' DL - REMOV£ TEMPORARY SLOW -OFF AND MJ CAP. INSTALL, 1 - 8' SLEEVE I I I i CAP £X. 4' Cl - E EX 4- Cl N.E.11TH PL. TESTING DETAIL FINAL CONNECTION DETAIL 1 CONNECTION DETAIL Ct D7 STA. 1+47.2 NE 11TH PL SCALE: 1"=10' NO TH lJ V I J V V I .J 0 INSERT POLYPIG. INSTALL 8' CUT 8: CAP EX 4' q CAP (MJ) AND TEMPORARY 2- _ BLOW —OFF ASSEMBLY W/ TEMPORARY 774RUST BLOCKING. EX 4' q Er 4- C CONNECT TO £X. 8' Of. REMOVE TEMPORARY BLOW —OFF AND INSTALL 8' SS 2 — 8' 45'BEND W/ MEGA —LUG a. 2 — CONC. THRUST BLOC( 7 — 8' SLEEVE If N.E.10TH PL. 11 N.E.10TH PL. TESTING DETAIL FINAL CONNECTION DETAIL 3 CONNECTION DETAIL C2 Df STA. 1+51.6 NE 10TH PL 0 SCALE: 1 "=10' NORTH • ONE -CALL ISTINGEFERENCE ONLY. RELITIES SHOWNOR ISTING 1-800-424-5555 UTILITIES AFIEBMINIMUM OAF 722NOURS Know whsPs b@IOW. PRIOR TO CONSTRUCTION. all bsfon you dIQ. INSERT POLYPIG. INSTALL CAP (MJ) AND TEMPORARY 2- BLOW -OFF ASSEMBLY W/ _ TEMPORARY THRUST BLOCKING. ,.� CUT & CAP EX. 4' q �l l I I U/ / 1�' 1+5 I I5 -- CONNECT TO EX. 8" Of. REMOVE TEMPORARY BLOW -OFF AND INSTALL EX 8" SS X. 8' SS 2 - 8" 45' BEND W/ MEGA -LUG _ £ 2 - CONG THRUST BLOCK I 1 - 8' SLEEVE \I NEIITHST. I \V I NEIITHST. TESTING DETAIL FINAL CONNECTION DETAIL 2 CONNECTION DETAIL Ct D7 STA. 1+55.9 NE 11TH STREET 0 SCALE: 1 "=10' NORTH IHi INSTALL TEMPORARY CAP (MJ) FOR EXISTING 6' Cl AND TEMPORARY 2' BLOW —OFF ASSEMBLY W/ TEMPORARY THRUST BLOCKING INSERT — POL MG. --- INSTALL POLY PIG S7A7/0N� N.E.10TH PL. I I CUT & CAP EX. 4' h 6' Cl (TYPI) INSTALL FIRE HYDRANT � ASSEMBLY. 7 1 N-El 0TH PL. _\ EX 8' ' TESTING DETAIL FINA 4 CONNECTION DETAIL C2 Dt STA. 7+46.2, 10.3' LT NE LOTH PIL = 0 STA. 9+75.4, 10.6' RT OLYMPIA AVE NORTH SCALE: 1"=10' BRH, INC. 1"-30. -=el 1D.0- M CITY OF AW RENTON o�nw �� UAIUM Planning/Building/Public Works Dept. .r nu -- NO. REVISION BY DATE APPR AC. LH ti j REMOVE TEMPORARY BLOW —OFF Q AND CUT —IN CROSS CONNECT g TO EXISTING 6' a. INSTALL, L 1 — 8'x8' CROSS (FLxFL) 4 — 8' GV (FLxM✓) 4 — 8' SPOOL 3 — 8- SLEEVE i — 8'x6' REDUCER (MJxMJ) I — 6' SPOOL 1 — 6' TRANS17ION COUPLING PRESIDENT PARK WATER MAIN REPLACEMENT PROJECT CONNECTION DETAILS 03/05/13 D —1 5 9 00 C'7 (D c") r N L I / / CUT AND CAP a 6' a- / / I Q / INSERT POL WIG. INSTALL 8' CAP (MJ) AND TEMPORARY 2- BLOW-OFF ASSEMBLY W/ TEMPORARY 7HRUST BLOCKING. CONNECT TO EX. 8' DI. REMOVE TEMPORARY BLOW -OFF' AND INSTALL: 2 - 8' 45' BEND W/ MEGA -LUG 2 - CONC THRUST BLOCK 1 - 8' SLEEVE DETAIL FINAL CONNECTION DETAIL �5� CONNECTION DETAIL C2 D STA. 11+92.5 OLYMPIA AVE NE 0 SCALE: 1"=10' NORTH CONNECT TO EX. 8" AC WA7ER — - MAIN. INSTALL N.E. 12TH ST / 1 - 8 x8' TEE (N.E. 12TH ST L) / k CONC. THRUSTST BLOCK J - 8' GV (FLxMJ) ---------- 3 - 8' SPOOL -- ------ N 2 - 8" 7RANS177ON COUPLING AND PD TEMPORARY 2" 47 -t--- INSERT POIG INSTALL 8" 1 - 8' SLEEVE POTHOLE /N ADVANCE 70 BLOW —OFF ANF ASSEMBLY W/ / REMOVE EX. TEE AND CAIE VALVE ESTABLISH LINE AND GRADE. 1EMPORARY THRUST BLOCKING 12 SDI, \ ' O x 1 =`L 12 SDI, O / x 12" SO rK COTio 10 CUT AND CA ?� • W ?� Q Q x W TESTING DETAIL� FINAL CONNECTION DETAIL 6 CONNECTION DETAIL cJ D STA. 1+14.0 PIERCE AVE NE 0 SCALE: 1"=10' NORTH v kEy� F WA Ni • ONE -CALL a R NCE ONLSTING Y. COARENHOWN OR TRACTOR LOCATE ALL EXISTING 1-800-424-5555 UTILITIIES E LD LA MINIMUM OF 722 HOURS Know whaCs below. PRIOR TO CONSTRUCTION. �"ST NAL Call before you dig. 3 NO. REVISION CONNECT TO EX. 8' AC WA7ER MAIN. EXACT DEPTH UNKNOKN. POTHOLE IN ADVANCE TO ESTABLISH LINE AND GRADE. INSTALL: N.E. 127H ST N.E. 12TH ST I — 8'x8' TEE (FLxFL) W/ -- CONC. THRUST BLOCK 3 - 8" GV (FLxMJ) CLOSE VALVE AND REMOVE J - 8' SPOOL INSTALL POLY PIG STATION. EX.VALVE BOX. PLUG AND 2- 8" 7RANS177ON COUPLING POHOLE EXISTING GAS AND BLOCK EX. B' GV. 1 - 8' SLEEVE LOCATE POLY PIG STA 77ON TO A VaD UTILITY CONFLICT. ro iuj _ TESTING DETAIL FINAL CONNECTION DETAIL CONNECTION DETAIL c3 D STA. 1+14.0 OLYMPIA AVE NE 0 SCALE: 1 "=10' NORTH \ O. N.E. »HST F\ — I INSERT POLYP/G. INSTALL 8' CAP (M✓) AND TEMPORARY 2'� BLOW -OFF ASSEMBLY W/ TEMPORARY THRUST BLOCKING CONNECT TO EX. 4' DI. SHACKLE Z I \ 14 LLI Z I DEADMAN TO 4' GV. INSTALL: I - 8"x4' TEE (FLxFL) j j I- 8' GV (FLxMJ) \ W 1 - 4' GV (FLAW) I W U I 1- 8' GV (MJxMJ) W/ MEGA -LUG w Q 1 - 8' FLxMJ ADAPTER I - 8' 90' BEND W/ MEGA -LUG INSTALL FIRE HYDRANT W 2 - CONC THRUST BLOCK ASSEMBLY. J - 8' SPOOL I 1 - 4' SPOOL INSTALL POLY PIG STATION. POTHOLE EXIS77NO STORM AND 1 - 4' SLEEVE / I LOCATE POLY PIG STATION TO 11 AMD U77LITY CONFLICT. / _\ia I �I IN ALLCONCRETE DEADMAN BLOC. VERIFY BLOCK N.E. 11 HST 0 LOCATION WTH ENGINEER \ - PRIOR 7-0 CONSTRUCTION. \ io ��./C 1 1 l© n '-�1+00 --- -I iJ m 11+00 n �-- EX. 6' a BANDONED) \ wI — i W I— Fl / TESTING DETAIL FINAL CONNECTION DETAIL 6 CONNECTION DETAIL cJD STA. 10+72.8 NE 11TH STREET 0 SCALE: 1"=10' NORTH INC. AW AW, AG BY I DATE I APPR Ac �® CITY OF 1� �+ RENTON l�� 1 DATLM +*rw� Planning/Building/Public Works Dept. PRESIDENT PARK WATER MAIN REPLACEMENT PROJECT CONNECTION DETAILS 03/05/13 D-2 5 9 00 M Cf) r; N Q — — — — — — — — — — — — 1 - ---- I 0 40 80 q 1 z---� --- W I-----� ---� W F----I 1 � I Ll a ' :I _—� F-- REMOVE 8' POLYPIC AND F— REMOVE 8' POLYP/G AND n 1 REMOVE DEBRIS FROM SUMP. i R OVE DEBRIS FROM SUMP. 1 12 I ,,,,,� I I a I I ' I i REMOVE s" POLYP/G AND I I,» I REMOVE DEBRIS FROM SUMP. ---- ----- -------------------------------- AVE. NE �� --- - --- V ------- � ----T -- 1 I /--------- T --------, I r-- ___-- , --- ---- --- -------- --- -- --- r----------- -- - i (� '�`5.......,T :.�..T.......e j I i ^C.....m I ,,,,n,,.�... �.��...�. T......�.. i i REMOVE E' POLYPIC AND T? I,�.... !'�! OW DEBRIS FROM SUMP. it , REMOVE 8 POLYP/G AND i FROM SUMP. I I T 8' POLYP/G �� , INSERT 8' POL YP/G _ _ _� I fN TO '—� I � 1 1 I 1 � I 1 1 I ``�,. •• --� PIERCEAVE. NE�- --- --- ---- ---- --- -- --- — I % —r— ,� VE REMO8' P011'P/C AND II REMOVE DEBRIS FROM SUMP. — EXISTING UTILITIES ARE SHOWN FOR o W 8RH, INC.,' 03/05/13 CITY OF PRESIDENT PARK WATER MAIN • ONE -CALL REFERENCE ONLY. CONTRACTORW =30 REPLACEMENT PROJECT SHALL FIELD LOCATE ALL EXISTING 1-800-424-5555 UTILITIES A MINIMUM OF 72 HOURS AW RENTON PIGGING PLAN Know wharsbelow. PRIOR TO CONSTRUCTION. sls Z Al. AW, AG Planning/Building/Public Works Dept. D—J Cellbefomyoudig. N0. REVISION BY DATE APPR ^ 'u° 00 °"0 aa* JIu %N� AC, �e lil rwoa w, 5 m9 00 M (O (M N I I � I 1 1 I 1 I I IP I J I I I I w I I (L c I 1 ~ s< I w 0 L I 11so°uolaoi A,s. NE I .mow "5.� � ••. I I I — - - - _ _ I .TUN NI un P. nzaN�00I°m � Tlwe ru li°e PLT —� I I IP � r[cra ru.uul L--cruv uuc. uuu .uu I �uuiswi I I I) I I IP mn rnn rnirrn mx I T � - --- - -- -� mn ,iri gA" - 12' WIDE PATCH I I (7YP.) FOR WATER •n�T •. ""'T vrrr �n T na I rn I n• I I ° SERWICES I iY. rr�nrnir �',' I rna m, r � +'�°0pm PL. WW Apo P 3305 NF tin Sll�'NE li'f PL. ppY� WMI 2 3!]'NE +s'' x3LlFltln PL. Sw]NFIi0'Ni5 N IT. 330r Iln sl ] n N! 11. s] 3' Ne 11'n IT o r I � NE ,IIn sT. I ,0 i Suu uuun u ruin I rtriu uury I I s I �• /"�A I / I I[uvuu IP ---1_- - -- resiyGuge Ci<n vuu u.eu!-1 '�uVv�,L ______ _____ __1 _ _____1__�____1_-____1__ ___ i________J -- --- _ IP 2• WDE PATCH T T lrisma I rirmrs»; V/ °n�ms (T)'P.) FOR WATER I rmnn ms>nn I vrirn nnia�__ m 1 I s I I I SER LACES rrnir�nyn 2 1 I 33a N[ I°' s- ssos Nr t11n sl I a I ul I` IF, Sri'Nii°in IT 33'1'ue nn..� uiS'°N'F.°iiu sv !'rl uE°"A IT, !w] Nr um sT Z -I NE It IT, LL1 1 1ps6 u'ON °OE'nvr. ry 3'Mw E INPI �.a— Q I G III NE I- PL. 3 2 Nr TOIn i�. !3!0 NC t0in 'AW Ill IL — — ` Ss'NE ;89n PL OO I i I IP ('uusu "' rru�..,, uuuu ruL uut�uu r< lvluie lu uuu ruuta vu• uG.uiva Fea I �� __1___�____, ---------- �PATCH IP >t 1171--------(I vmnnn�{,"'TT virrrmn n� I vrs nnii% T nn n�.rmn nnnrr� (TYP.) FOR WATER nrn I I I SER LACES o]'ruu I 3°,s Ne loln r I a I SSniiONE0°I'au PL s3o'I I �a - = i.a]'iri 1aN L '.xi ra inn PL. T I I I I I 1 I I I W I � ° I I TI--- - --------------------- I T I I � (/� mnA I mrsY/r'irmnnrnw 1 rn'�amr»/7�r I Ss8�'1M. PL I I I I I I i I T I ` TII I C Ilos a'w'3i,'°Tat. NE !loeBO°1,c °4n ss�pg I VLII.[!!L� uLll ___.YLL/LJJLL(L[1 I i%uuuun L--------- - - - - - - - --1--------- 8+DO II- gtQCN.E_I th T. - 10+00_ — -I-- - +-----*--- - -�- I I CmnnrnisT ��' rn ' ' nnirn I I I I I I I T E SsolNc m s]. I Ss°o'i Ne �Im sr s131a'�°pi° sr. I I I Ssos NE IOLN PL I � P.»lsPP I I 1 I Gr I I � G 10th PL. - ---� F-- - 1 0+00 r— — — — — --� T 1 28 I I I$ I I e � I I i C 0 50 100 1 "=50' I Z � l I �� ' I to � •1 LEGEND FILTER FABRIC INLET FI<g I PR07EC77ON I - �' PROPOSED ROADWAY r— - - -- - _ ■ RESTCRA77ON AREA 18 I IP c +00 � +�- EX. CONCRETE CURB & (TYP.) GUTTER TO REMAIN UNDAMAGED AND IN -PLACE. 4" HMA (CL. 1/2- PG 64-22) SAWCUT AND REMOVE OR GRIND. SEAL WITH PAVEMENT 3.3 �7 _v�( EPTH VARIES) --EXISTING SUBGRADE 1.0' 6- CRUSHED SURFACING TOP COURSE (MIN.) BACKFILL MATERIAL AS REQUIRED BY tO THE ENGINEER: - NATIVE MATERIAL MIN. - SELECT IMPORTED TRENCH BACKFILL - CRUSHED ROCK - FLOWABLE FILL REPLACE PAVEMENT AND SUBGRADE 1D FINAL PATCH SHALL MAINTAIN UNIFORM BETWEEN EDGE OF WIDTH. TRENCH AND FACE OF GUTTER. 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. T. S. Y'� F VW YC rarl! EXISTING UTILITIES ARE SHOWN FOR BRH, INC. ,s3 ruo r N, PRESIDENT PARK WATER MAIN a o3/05/13 ONE —CALL REFERENCE ONLY. CONTRACTOR $ Y® CITY OF ~ nw I REPLACEMENT PROJECT SHALL FIELD LOCATE ALL EXISTING d RENTON 974-800-424-5555 PRIOR T A MINIMUM of �z HOURS °" Aw ROADWAY RESTORATION AND TESC PLAN KnowmaCsh6IOW PRIOR TO CONSTRUCTION. �sS/oi�A3'n01'�' DATUM Cell befoleyou dig. nw, Ac "�"�� Planning/Building/Public Works Dept. EC-1 NC.i. REVISION BY DATE APPR • --� — — — + —+---- I Rgry�RRRRRI I I s� r I a I L----- I I --- ------ --------------- --------- ---� ' I 0 2.0 OLYMPI AVE. N.E. L-- t 0 r-- a ' I II o� 1' III RCQ Re R— RR�t�yFC \nf IlI rtry., �aTE R'R°> RIRE III' ER„R'1 �III NR',Rt�RD F— E---�v— -- 2WP.) FOR WATER : ,v..E.H DE PATCH I 1 Io � III III I, I II1 I II -- I 1wRE E. —E,F.R o 'K »< to 1 " �a I I �iwvv nv\v�v\v�vv Ev v IIP I I i I 7+00 6+00 5+00 1 aR `r I---2' WTDE PATCH T IP (TIP.) FOR WATER — I -- —r— I v` SERVICES �. I I i� � ,'06 WERCE ,K. Iff „0 e,ER1°°OCEE�EE. NE ,I,i ol[0.Cf 1�K. NE SERVICES I 2I I I I m Q rR I I I I �y-..9a00c i I I � .0 �� I 1133 PiEE. NE 59 FiE.R[[ RVf. Nf I I c I X" I 3Ip 1 I m I L s ns v n\a� nv,v a\ivly� 1 I FA I I � L----------- --�—-- — I I I IP 4+00 3+00 2H 00 IP 1 00 I ~- �So,`E. .f ' `1 I I I 3 = I 1 I I � mIumm- N �- 0 50 100 1 "= 50' LEGEND IP FILTER FABRIC INLET PR07EC77ON ROADWAY .PROPOSED RES70RA77ON AREA D 0z 092305 194 0923059135 1151 OLYM IA AVE. NE 1161 OLYMPIA AVE. NE L -- - --- -------------- +-------- - - - --� $"WP , .,WP MAINTAIN EXISTING SWALE IN O LY M P I AVE . N.E. AR£«°I �A B° �"�"T GRAVEL AREA. 1rc_I 1\ Z $D xENpNEfR AND RES70RE EDGE � p m 4+00 3+00 2+00 $" ^1 1 00 J 4.0.*r — — -A —�� TEMPORARILY RELOCATE 1' THICK E — — — — — — — — �' EXISTING SIGN OUTSIDE OF CRUSHED ROCK FOR I TRENCH IF NECESSARY. SIGN SHOULDER RESTORA770N. I MUST BE RELOCATED Cl STANDING AND 1N USE AT ALL I I I Uri U o jj =1 U) I I II oco �wA I I I I I z01 i I 1 I\ -nc o 1 1 I _j V. F W S • ONE -CALL REFERENCE ONLY HOWN CO SNTRACTOROR e� SHALL FIELD LOCATE ALL EXISTING 1-800-424-5555 UTILITIES A MINIMUM OF 72 HOURS ,b Know whars b9IOW. PRIOR TO CONSTRUCTION. �� cai AL Call bstom you dig. 67< fir; N0. RESTORATION DETAIL £C-7 OLYMPIA AVE. NE —0 SCALE: 1 "=20' NORTH 6RH, INC. CITY OF =so' u AW All Aw iN RENTON oEw u__ M , " w Planning/Building/Public Works Dept. REVISION BY DATE APPR AG. LH PRESIDENT PARK WATER MAIN 0a/05/13 REPLACEMENT PROJECT ROADWAY RESTORATION AND TESC PLAN Na EC-2