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HomeMy WebLinkAboutWTR2703674_24 CITY OF RENTON MONTEREY TERRACE WATER MAIN REPLACEMENT PROJECT FEBRUARY, 2014 rl VICINITY MAP NscALe 1-=1 OGO' - Cl-/iIZ"jC'T 1AInI=Y DRAWING NO. SHEET NO. TITLE G-0 1 COVER SHEET G-1 2 KEY MAP C-1 3 MONTEREY DRIVE NE STA. 1+00 TO STA. 6+00 C-2 4 MONTEREY DRIVE NE STA. 6+00 TO STA. 12+00 C-3 5 MONTEREY DRIVE NE STA. 12+00 TO MONTEREY PLACE NE STA. 3+00 C-4 6 MONTEREY PLACE NE STA. 3+00 TO STA. 6+25 C-5 7 MONTEREY PLACE NE STA. 6+25 TO STA. 9+75 C-6 8 MONTEREY PLACE NE STA. 9+75 TO STA. 13+50 C-7 9 CAPRI AVENUE NE STA. 2+25 TO STA. 7+00 D-1 10 CONNECTION DETAILS D-2 11 PIGGING PLAN D-3 12 TRENCH RESTORATION PLAN & TESC PLAN S-1 13 TOPOGRAPHIC SURVEY S-2 14 TOPOGRAPHIC SURVEY S-3 15 TOPOGRAPHIC SURVEY S-4 16 TOPOGRAPHIC SURVEY S-5 17 TOPOGRAPHIC SURVEY S-6 18 TOPOGRAPHIC SURVEY S-7 19 TOPOGRAPHIC SURVEY S 5IM1 WAS AV%1 OF2 EXISTING UTILITIES ARE SHOWN FOR ONE -CALL ,EF"ERENCE ONLY. CONTRACTOR AK SHALL FIELD LOCATE ALL EXISTING Ater sTEtK°� 1-800-424-5555 JTILITIES A MINIMUM OF 72 HOURS KROwwberebelow. RIOR TO CONSTRUCTION, AL Call before you dig. ORIGINAL PLANS STAMPED 8Y: ANDREW WEYGANDT ON:2/11/14 PE 441883 LEGEND ADS PLASTIC PIPE CS CONC. STAIRS Y FIRE DEPT. CONNECTION (FDC) SO SERVICE DRAIN (STORM) 93 AREA DRAIN H/C PARKING SPACE v —a LIGHT POLE (METAL) SO/SSCO STORM/SEWER CLEANOUT ABAN/RET AB ANDONED/RETIRED CON CONIFEROUS TREE 0+ _ LIGHT POLE (WOOD) SS(R) SANITARY SIDE SEWER (RECORD) ✓ ASPHALT (ASPH) DEC DECIDUOUS TREE 0 LIGHT POLE (ORNAMENTAL) a SIGN/STREET NAME SIGN BRICK SURFACE DWY DRIVEWAY LSCAPE LANDSCAPE PLANTER TBM TEMPORARY BENCHMARK BUILDING LINE ECLd� ELECTRICAL CONDUIT (BURIED) CO) MANHOLE '` CENTERUNE/MCNUMENT LINE TCd TELEPHONE CONDUIT (BURIED) BC BUILDING CORNER �p/T OVERHEAD POWER/TEIEPHONE N TELEPHONE VAULT 0 BOLLARD EHH ELECTRICAL HANDHOLE PL PROPERTY LINE TMH TELEPHONE MANHOLE ® CANOPY EM ELECTRICAL METER (P) PAINTED UTILITY LOCATION TS TELEPHONE SENTRY EMH ELECTRICAL MANHOLE (R) RECORDED UTILITY LOCATION _> TRAFFIC FLOW DIRECTION tat CO) CATCH BASIN (CB) EV/ET ELECTRICAL VAULT/TRANSFORMER TOE TOE OF SLOPE CONCRETE SURFACE (CONC) �� FOUND MONUMENT IN CASE PPS m PARKING PAY STATION POST -INDICATOR VALVE TOP TOP OF BANK XD FIRE HYDRANT rw UPV UTILITY POLE (WOOD) CW/BW CONCRETE/BRICK WALK PS/P SS COMBINED/SANITARY SEWER WV WATER VAULT CRW CONCRETE RETAINING WALL FFE FINISHED FLOOR ELEVATION PSD PIPE STORM DRAIN W WATER MAIN CC/XC CONCRETE/EXTRUDED CURB G GM GAS MAIN GAS METER rP PRIVATE CATCH BASIN WM WATER METER CP /IP CONC./IRON PIPE m GAS VALVE � GRAVEL SURFACE N WATER VALVE CHAIN LINK FENCE (CLF) GV GAS VAULT ® m WATER GATE VALVE/ CHAMBER CN CABLE TV } GUY ANCHOR ROCKERY COL COLUMN IE INVERT ELEVATION RE ROOF ELEVATION SCL/CL SEATTLE CITY LIGHT HANDHOLE 1983 /91 POSITIONS FOR COORDINATES ARE BASED ON WIGS DATA POINT NUMBER RENT721, MONUMENT IN CASE WITH TACK IN LEAD IN 4-3/8" CONCRETE FILLED IRON PIPE DOWN 0.4' AT THE INTERSECTION OF NE 7TH STREET AND MONROE AVENUE NE. NORTH 182,946.08588 EAST 1,308,746.67661 AND WIGS DATA POINT RENT1936, MONUMENT IN CASE WITH TACK IN LEAD IN CONCRETE DOWN 0.6' AT THE INTERSECTION OF NE 4TH STREET AND JEFFERSON AVENUE NE. NORTH 181,136.92325 EAST 1,307,890.861531 VERTICAL DATUM - NA ELEVATIONS ARE BASED ON CITY OF RENTON CONTROL POINT NUMBER RENT721, MONUMENT IN CASE WITH TACK IN LEAD IN 4-3/8" CONCRETE FILLED IRON PIPE DOWN 0.4' AT THE INTERSECTION OF NE 7TH STREET AND MONROE AVENUE NE. ELEVATION = 381.599 FEET ELEVATIONS VERIFIED BY CITY OF RENTON CONTROL POINT RENT1936, MONUMENT IN CASE WITH TACK IN LEAD IN CONCRETE DOWN 0.6' AT THE INTERSECTION OF NE 4TH STREET AND JEFFERSON AVENUE NE. ELEVATION = 326.381 FEET SITE BENCHMARKS TBM "A" TBM "F" CHISELED SQUARE IN CONC. WALK CHISELED SQUARE IN TOP BACK OF CURB BACK OF CURB 12' N.E. OF M.I.C. W. SIDE CAPRI AVE. N.E. BETWEEN ELEVATION=220.82 ADDRESS "147" AND "153" ELEVA1I0N=196.54 TBM "B" TOP CENTER BOLT FIRE HYDRANT TBM "G" E. SIDE MONTEREY DR. N.E. APPROX. CHISELED SQUARE IN BACK OF CONC. 340' S. OF MONTEREY PL. N.E. WALK W. SIDE CAPRI AVE. N.E. ELEVATION =186.23 S.E. OF ADDRESS "117", 6.5' N.E. OF A LIGHT POLE BASE TBM "C" ELEVATION=229.73 CHISELED SQUARE IN BACK OF LONG. WALK BACK E. SIDE MONTEREY DR. N.E. TBM "H" S.E. OF ADDRESS "169", 8.5' N.E. OF CHISELED SQUARE IN CONIC. WALK TOP BACK LICHIT POLE BASE OF CURB E. SIDE MONTEREY PL N.E. BETWEEN ELEVATION=138.14 ADDRESS "152" AND "120" ELEVATION=234.77 TBM "D" CHISELED SQUARE IN TOP BACK OF CURB TBM "i" W. COR. H/C RAMP, N.E.C. INT. 3rd ST. & CHISELED SQUARE IN BACK OF CONC. MONTEREY DR. N.E. WALK E. SIDE MONTEREY PL N.E. BETWEEN ELEVATION=105.89 ADDRESS "82" AND "76", 4' N.W. OF A LIGHT POLE BASE TBM "E" ELEVATION - 254.69 CHISELED SQUARE IN TOP BACK OF CURB S. SIDE MONTEREY PL. N.E. BETWEEN ADDRESS "156" AND "153" ELEVATION =1 66.40 SUBSTRUCTURES BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORDS MAPS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS. FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN CONTACT THE UTILITY OWNER/AGENCY. TELECOMMUNICATIONS/FIBER OPTIC DISCLAIMER: RECORDS OF UNDERGROUND TELECOMMUNICATIONS AND/OR FIBER OPTIC LINES ARE NOT ALWAYS AVAILABLE TO THE PUBLIC. BRH HAS NOT CONTACTED EACH OF THE MANY COMPANIES, IN THE COURSE OF THIS SURVEY, WHICH COULD HAVE UNDERGROUND LINES WITHIN ADJACENT RIGHTS -OF -WAY. THEREFORE, BRH DOES NOT ACCEPT RESPONSIBILITY FOR THE EXISTENCE OF UNDERGROUND TELECOMMUNICATIONS/FIBER OPTIC LINES WHICH ARE NOT MADE PUBLIC RECORD WITH THE LOCAL JURISDICTION. AS ALWAYS, CALL 1-800-424-5555 BEFORE CONSTRUCTION. 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 12DO 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 CITY OF RENTON CONTACTS 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 CEI✓ERAL NOTES 1. ALL WORK MATERIAL SHALL BE IACONFORMANCE WITH THE LATEST STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE 2008 EDITION OF THE WSOOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE PENTON STANDARD PLANS & SPECIFICA DONS. SOME STANDARD DETAII DRAWINGS MAY HAVE BEEN MODIFIED FOR THIS CONTRACT. THE CONTRACTOR SHALL REFER TO DETAIL DRAWINGS INCLUDED III THE CONTRACT DOCUMENTS- A SET OF APPROVED PIUINS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2, ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION 50 AS TO AVOID DAMAGE OR DISTURBANCE FOR UTILITY LOCATES CALL 800-424-5555 (OR 871) A MINIMUM OF 72 HOURS PRIOR TO EXCAVATION. 3. AN APPROVED TRAFFIC COA'TROL PLAN IS REOUIPED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. ANY MODIFICATOA'S 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 T4EM 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 -IN 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 DISINFECTING THE WATERMAIN, DISPOSE OF CHLORINATED WATER BY DISCHARCNG TO THE NEAREST OPERATIA'G SANITARY SEWER. 6. DEFLECT THE WATERMAIN ABOVE OR BELOW EXISTING UTILITIES AS REQUIRED TO MAIATAIN 3FT Aflt IMJM COVER, 12 IN. MINIMUM VERTICAL CLEARANCE BETW'EEA UTILITIES UNLESS OTHERWISE SPECIFIED 7. ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON STANDARD DETAILS UNLESS OTHERWISE NOTED 8. THE CONTRACTOR SHALL NOT LEAVE STOCKPILED TRENCH EXCAVATION MATERIAL ON CITY STREETS OUTSIDE OF WORK HOURS, 9. 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 10. BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR SHALL. PROVIDE A CATCH BASIN FILTER FOR ALL DOWNHILL STORM DRAIN INLETS AND CATCH BASINS. THE CONTRACTOR SHALL PERIODICALLY INSPECT THE CONDITION OF ALL FITTERS AND REPLACE AS NECESSARY. 11. PAVEMENT MARKINGS (E.G. LANE LINE BUTTONS OR PAINT, STOP BARS, CROSSWALKS, ETC.) DAMMAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. 72. 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. 13 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 COMPLIANCE WITH CITY STAhDARD RECOMMENDED FOR APPROVAL - - _— By: _-------------- Date: -------- By: --- Date:_ ____ T�/ C CITY t Qr By'--------- ------_ Date:--.- BY------------ Date:-- ---- RENTON B --- Date:------- - By:------------- Datie .------ By:________________ Date ---------- By:. Dote:________ Public Works Dept. N-mm= 0 50 100 1 "=50' Aftq ------------------- ------------------ ------------------- ------ — ----------- I ------- z ---------- - ----------- 'XI ----------------- x ----------- VE— ---------- X ----------- X- ------- ----------- --------------------- --- T-- ------------ I ----------------------- ------------------- I ----------------- - ----------------- ------------------ - ----------------- ---------------- - - - - - ---------- Z mi rEP I)RIVE ,,y X MoNI ------------------- ---------------------- - -------------- --------------------------------------- ---------- ------------------- ------------------- ------------------- ----------------------------- -------------------------- ------------- - - -------------------------------------- ---------------- ----------- ----------------------------------------------------------------------------------------------- S1 OF WA • STING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR BRH, INC. CITY OF MONTEREY TERRACE WATER MAIN drzFEB 2014 ONE —CALL — AW 7 REPLACEMENT PROJECT 1_,5fHALL FIELD LOCATE ALL EXISTING 1-800-424-5555 'UTILITIES A MINIMUM OF 72 HOURS !!K RENTON Know wW* below. PRIOR TO CONSTRUCTION. L KEY MAP Planning/Building/Public Works Dept. Ceill bem you dig. MON& PLANS STAMPED BY-. ... AG. AW G-1 AN�W W—NDT M 2/11/14 NO. REVISION BY DATE APPR — — — DATUM( — ., "63 AC, LH 2 20 r 77ON CENTERLINE DATA — MONTEREY DRIVE NE LINE/ CURVE Li BEG STATION _. 1+00.00 END STATION 3+54.04 BEG/PC N 179935.45, E 1304274.41 END/PT R (FT) L (FT) 254.04 N 179687,34, E 1304328.99 c1 3+54.04 4+95.89 N 1195"1/ 34, E 1304328.99 N 179546,51• E 1304342,88 137,' 43" 600.00 141.85 L2 4+9589 10+50.77 N 179546. 51, E 1304342.88 N 178991.74. E 1304331,84 _ 554.88 I / I ! / I / W W STA. 3+21. 1, 6.5I7T MONTEREY OR NE ! / u / 5' HOR/Z DEFLECT/ON I rj W 1 'EY DR NE (2 E• �LVE) .110.09 ,� • I l/ -h 'll/Lol. U C71 D7 /l I ! GV / a STA. 1+44.9, 5.3RT MON7EREY DR NE ! l I 2.3'f 1 — 12"x6" TEE (MJxFL) W/ MEGA —LUG STA. 1+15.2, 11.11T MONTEREY D NE 1 — 12 90' BEND (AM) W�� MEGA —LUG RETAINER CLAN 7 — CONC. THRUST BLOCK // r / coT 4.• I 1 5 S CI 01 • ONE -CALL 1-800-424-5555 Krlowwhde I18IOW. Call beTom you dig. RETAINER GLAND. 1—'rpNC. THRUST BLOCK 1 — 6" ICV (FLxMJ) _ 0 I i q'C Loop DI GL_52 DI ECT� _yy LF G 12" 220 GAS _ RS acw "SPEED LIMIT 25j/PY1= °wo oL�TLET I' NEIGH80RH000 WATCH 4 PROGRAM IN FORCE" STA. i+56.9, 11. 9'RT MONTEREY DR NE INSTALL COMBINED BEND: 1 — 12" 2212' BEND (MJxFL) W/ MEGA —LUG RETAINER GLAND 1 — 72" 11%,' BEND (MJxFL) W/ I I MEGA —LUG RETAINER GLAND `nlcn 2 — CONC THRUST BLOCK VOLTAGE \ 57A. 1+34.2, 24.6RT MONTEREY DR NE IN WATER 1 1 — FH ASSEMBLY PER STD DETAIL J10.1 TRY !!! WARNING!!! EXISTING B" GAS LINE CONTRACTOR SHALL CONTACT PSE A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION. PSE PERSONNEL SHALL BE ONSI7E AS REQUIRED DURING CONSTRUCTION. fP IM/ OF /W�gSh EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING '�'sisrE'O UTILITIES A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION. ORIGINAL PUNS STAMPED BY. A REEW,!FYGAROT M:2/11 N� SEE SHEET C-6 Ili /WzL I 1'I im 5592900175 156 MONTEREY DR. N.E. A. 3+95.0, 2.82T MOA17EREY DR NI — R" 111/." RFN1) YM./) SIGN N -mot 0 20 40 1"=20' 5592900170 150 MONTEREY DR. N.E. I I I I � I CN J—BOX\ ONI ERE/Y' DR.,-�E r - - -a L2 I r4 D't SITU .c. - .PWY - eWY.' _ SQ WM Q IcHILDREN, 1— 8"x8" TEE (MJxMJ) W/ CONC 7 r V WATCH P' THRUST THRUST BLOCK 1 — 8"xi2" INCREASER MJ 15 MPH" 4 3 — 8" GV (MJxMJ) I' \1 I 1 — 12" VERT CROSS (MJxFL) /g��� tEL. `_' :' 4 -cq GM \R\ POL YPIGGING STATION la \ \�\ \ b, •. 1\ I \ 55TEREY7D MONTEREY 163 MONTEREY DR. N.E. 1! �\ 157 MONTEREY DR. 5592900070 N.E. 151 MONTEREY DR. N.E. \�\\ 5592900085 \ 1 \ 169 MONTEREY DR. N.E. \ 1 SEWER NOTES: WATER NOTES: i 6Q APPROXIMATE LOCATION OF EXISTING SANITARY SEWER Q7 REPLACE SIDE SEWER TEE PER CITY OF RENTON Qi 3' COVER MINIMUM. (TYP.), UNLESS OTHERWISE SPECIFIED. SERVICE BASED ON AS —BUILT DRAWINGS (TYP.). SIDE STANDARD DETAIL. SEWERS ARE AT APPROX. 2'-5' DEPTH. CONTRACTOR 1 QZ REMOVE EXIS77NG FIRE HYDRANT. SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT \ 1 LOCA 77ON AND DEPTH. LOCATE WATER MAIN PIPE JOINT A \ 3QCLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR MINIMUM OF 6' FROM SEWER CROSSING, OR AS APPROVED \ \ ABANDONED VALVES) BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED \ \ ( SIDE SEWERS AT OWN EXPENSE AS FOLLOWS: \ Q4 REPLACE EXISTING'%" WATER SERVCE W77H NEW 1" WATER 1 \ SERVICE PER STANDARD DETAIL J20.1. (TYPICAL FOR ALL —VITRIFIED CLAY. RE —SECTIONED WITH PVC PIPE SPOOL \ \ SERVICES) CONNECT NEW METER SETTER AND NEW AND FLEXIBLE FERNCO COUPLINGS COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE 1 SQ POTHOLE IN THIS LOCATION AHEAD OF WATER MAIN —CONCRETE: RE —SECTIONED WITH ROMAC SADDLE \ 1 INSTALLA770AI TO ESTABLISH LINE AND GRADE. —PVC: RE —SECTIONED WITH RIGID COUPLINGS OR A ROMAC SADDLE Z� EXIS77NG WA TERMAIN MUST REMAIN ACTIVE DURING CONSTRUCTION. INSTALL NEW WATER MAIN BELOW EXIS77NG WATER MAIN IF NECESSARY. eRH, INC. �aoT "., acrm. =20 CITY OF AW AW RENTON DATUM acamAG AW PlOnning/Bulltling/Public Works Dcol. REVISION BY DATE APPR '^^R•TAG, Lr T N w w 6+ = U) w w MONTEREY TERRACE WATER MAIN FEB 2014 REPLACEMENT PROJECT MONTEREY DRIVE NE STA. 1+00 TO STA. 6+00 1-7— 7— 1 4 CENTERLINE DATA - MONTEREY DRIVE NE LINE/ CURVE BEG STATION END STATION 1 BEG/PC END/PT a R (FT) L (FT) L2 4+95.59 1 10+50.77 1 N 179546.51,E 1304342.1351 N 178991.74,E 1304331.84 554.88 C2 10+50.77 1 11+59,04 IN 178991,74, E 13D4331.84 I N 176902.00, E 1304418.12 90'01'51" 58.00 138.28 L3 11+89.04 1 13+61.39 IN 178902.00. E 1304418.12 N 178598.67, E 1304590.43 172.34 5592900165 118 MONTEREY DR. N.E. 5592900160 112 MONTEREY DR. N.E. '. FH1 I I I I 5592900155 106 MONTEREY DR. N.E. 1 STA. 7+41.5 21.4 LT MONTEREY DR NE 1 - ASS BLY P R STD. DETAIL 310.1 STA. 7+41.5 5.7'RT MONTEREY DR NE 1 - 8"x6" TEE (MJxFL) 1 - 6"GV (FLxMJ) 1 - B CV (M✓) .B. zkI , � : o l_ `TE I • TE-782.28 IE�181.0(a CP NE) BOT-180. 4 to �I I •.I 5592900060 I \ 113 MONTEREY DR. N.E. �i81 IE�179.46"CP 3W) 5592900055 IE�t70. 6'Cv E) 107 MONTEREY DR. N.E. IE-170.7 6"CP N) I I I I room EXISTING UTILITIES ARE SHOWN FOR ONE -CALL REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING 1-800-424-5555 UTILITIES A MINIMUM OF 72 HOURS Know whatsb@IOW. PRIOR TO CONSTRUCTION. Cal I before you dig. F PCSI of WAShi '�'cI sTE�p AL ORIGINAL PLANS STAMPED BY. ANDREW WEYGANOT ON:2/11/14 NO. PE ;= 5592900150 102 MONTEREY DR. N.E. •E P DWr -•ASPH-. I � i STA. 11+50.8, 11.7RT MONTEREY DR N£ I 1 - 6r 22r/2• BEND (M✓) W/ MEGA -LUG 5592900145 I 68 MONTEREY DR. N.E. I DETAINER GLAND 1 - CPNC THRUST BLOCK 5592900135 559290014D 56 MONTEREY DR. N.E. 1 I 62 MONTEREY DR. N.E. -x6- 9 30RT MONTEREY OR Nf y\�\\� 1 - 8"x6" T££ (MJxFL) I 1 I I 1 - 6"GV (FLxMJ) 1 - 8"GV (MJ) I STA. 11+41.9 5.9'RT MONTEREY DR NE 1 - 8" 45- BEND (MJ) W/ CONC. L - THRUST BLOCK - - - 6 /T\ 4 4 - - 4 I "A" N -mot U 2U 4U I_ "=20' MIXIMIlmmom s4ioik!F1�1rarmsm 8 4 I\ WM 6.. �216.73 9 100 10 DO IE-217.6(4-1P E o. ti _ , TA. 11*50.6, 20.7RT MONTEREY DR NE °T Fyn i - FH ASSEMBLY PER STD. DETAIL 3)0.1 DNTEREY DR. N.E. �t ^ASPH- 1 -- E P '� In .•D'71V� OWV \ 4 •:a'CY+ •• p11,Y.. . • pWY� . • ' \ \\�\� 5592900030 \\� \�\ 69 MONTEREY DR. N.E. Z4� \ 4 \ I . 4 STA. 10+94.2, 74RT MONTEREY DR NE • I _ STA. 10+773 f75W MONTEREY DR N 1 - 8' 114i' BEND (MJ) W/ CONC. m .o THRUST BLOCK 1 - B" ZZYi' BEND (MJ) W/ CONC. THRUST BLOCK \ 5592900050 I \ \ 101 MONTEREY DR. N.E. I�\�\� I 5592900 MONTEREY D 040 81 MONTEREY DR. N.E. 1 ��\290 035 1 87 MONTEREY OR. N.E. 1 I \ I I I 5592900035 I 1 75 MONTEREY DR. N.E. \\ I \ I I I \ SEWER NOTES: WATER NOTES 6Q APPROXIMATE LOCATION OF EXISTING SANITARY SEWER /Q REPLACE SIDE SEWER TEE PER CITY OF RENTON Q7 3' COVER MINIMUM. (TYR), UNLESS OTHERWISE SPECIFIED. SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE STANDARD DETAIL. SEWERS ARE AT APPROX 2'-5' DEPTH CONTRACTOR 2Q REMOVE EXISTING FIRE HYDRANT. SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT LOCA DON AND DEPTH. LOCATE WATER MAIN PIPE JOINT A Q4 REPLACE EXISTING 3/4" WATER SERVICE W1 TH NEW 1" WATER MINIMUM OF 6' FROM SEWER CROSSING, OR AS APPROVED SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED SERVICES) CONNECT NEW METER SETTER AND NEW SIDE SEWERS AT OWN EXPENSE AS FOLLOWS COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. -VITRIFIED CLAY., RE -SECTIONED WITH PVC PIPE SPOOL SQ POTHOLE IN THIS LOCA77ON AHEAD OF WATER MAIN AND FLEXIBLE FERNCO COUPLINGS INSTALLA77ON TO ESTABLISH LINE AND GRADE. -CONCRETE: RE-SEC7IONED WITH ROMAC SADDLE -PVC. RE-SEC77ONED WIRH RIGID COUPLINGS OR A ROMAC SADDLE Q8 INSTALL NEW WATER MAIN BELOW EXIS17NG WATER MAIN.EXISTING WATERMAIN MUST REMAIN AC77VE DURING CONS7RUCTON, INSTALL NEW WATER MAIN BELOW EXISTING WATER MAIN IF NECESSARY. BRH, INC. CITY OF ooirx AW �+ R E N T O N Wv� AW qW A0 Plonning/Building/Public Works Dept, REVISION 81' PATE APPR 80"EL0"a1°`" A0, LH MONTEREY TERRACE WATER MAIN FEB 2014 REPLACEMENT PROJECT MONTEREY DRIVE NE STA. 6+00 TO STA. 12+00 C - 2 4 20 CV U H Lu W U) W W U) CENTERLINE DATA — CAPRI AVENUE NE LINE/ CURVE BEG STATION END STATION BEG/PC END/PT LB 1+00.00 7+40.34 N 179604.04. E 1304604.68 N 178963.83.E 130459L42L9 F�75.�3� 7+40.3a 8+05.57 N 178963+83, E 1304591.42 N 178898.67. E 1304590.43 SEE SHEET C-7 SEE SHEET C-4 - - - - - - - - - - -- --------------------- I STA. 7+2J.3 8.2'RT CAPRI AVE N£ 1T — 8x6" TEE (MJxFL) w/ coNc. L I THRUST BLOCK I 1 — 6"GV (FLxMJ) INSTALL IOLF 8" PVC I � � 51 MONTEREY DR. N.E. LJYZy 1. 1 - - - 1 5592900005 52 MONTEREY PL. N.E. 58 MONTEREY PL. N.E. I I I I I I I 1 CENTERLINE DATA — MONTEREY DRIVE NE LINE/ CURVE BEG STATION END STATION BEG/PC END/PT p R (FT) L (FT) L3 11+89.04 13+61.39 N 178902.00, E 1304418.12 N 175596.67. E 1304590.43 172.3a CONc 5592900335 64 MONTEREY PL. N.E. CENTERLINE DATA — MONTEREY PLACE NE LINE/ CURVE BEG STATION END STATION BEG/PC END/PT p R (FT) L (FT) L4 1 1+00.00 1 2+67.52 IN 178898.67, E 1304590.43 N 178895.43. E 1304757.92 116-52 C3 2+67.52 1 3+15,24 IN 178895.43, E 1304757.92 1 N 178917,29, E 1304797,94 1 59'30'53" 45.94 47.72 z 0 20 40 I"=20 SEWER NOTES WATER NOTES: APPROXIMATE LOCATION OF EXISTING SANITARY SEWER 1Q REPLACE SIDE SEWER TEE PER CITY OF RENTON , J' COVER MINIMUM. (TYP.), UNLESS OTHERWISE SPECIFIED. SERVICE BASED ON AS —BUILT DRAWINGS (TIP.). SIDE STANDARD DETAIL. SEWERS ARE AT APPROX. 2'-5' DEPTH. CONTRACTOR 2Q REMOVE EXIS77NG FIRE HYDRANT. SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT 02 REMOVE EXISTING SANITARY SEWER CLEANOUT AND LOCA77ON AND DEPTH. LOCATE WATER MAIN PIPE JOINT A INSTALL 54" SHALLOW MANHOLE ZLCLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR MINIMUM OF 6' FROM SEWER CROSSING, OR AS APPROVED ABANDONED VALVES) BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED SIDE SEWERS AT OWN EXPENSE AS FOLLOWS: Q4 REPLACE EXIS77NG J/4" WATER SERVICE W11H NEW 1" WATER SERVICE PER STANDARD DETAIL J20.1. (TYPICAL FOR ALL —VITRIFIED CLAY., RE —SECTIONED WITH PVC PIPE SPOOL SERVICES) CONNECT NEW METER SETTER AND NEW AND FLEXIBLE FERNCO COUPLINGS COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. —CONCRETE: RE—SEC77ONED K17H ROMAC SADDLE SLP0774OLE IN THIS LOCATION AHEAD OF WATER MAIN —PVC. RE —SECTIONED WITH RIGID COUPLINGS OR A INSTALLA77ON TO ESTABLISH LINE AND GRADE. ROMAC SADDLE A EXIS77NG WATERMAIN MUST REMAIN ACTIVE DURING CONSTRUCTION. INSTALL NEW WATER MAIN BELOW EXIS77NG WATER MAIN IF NECESSARY. f PCSI � pF WASHry . c EXISTING UTILITIES ARE SHOWN FOR BRHMONTEREY TERRACE WATER MAIN , INC. yp wrzFEB 2014 • ONE -CALL REFERENCE ONLY. CONTRACTOR vc 1 =20 CITY OF SHALL FIELD LOCATE ALL EXISTING N'�,s"W ' RENTON REPLACEMENT PROJECT 1-800-494-55551 UTILITIES A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION. � P�»» AW DATUM MONTEREY DRIVE NE STA. 12+00 TO Know whafs b@IOW. � CaIiDEfOF@yOUiIIg. ORIGINAL PLANS STAMPED 9Y: AG, AW V• � Planning/Building/Public Works Deft. MONTEREY PLACE NE STA. 3+00 C-3 PEON WBeWE ANOT OM2/11/14 NO. REVISION BY DATE APPR --AGLH 5 �20 Lid I- w w /_/^ VJ W w cn CENTERLINE DATA - MONTEREY PLACE NE LINE/ CURVE BEG STATION END STATION BEG/PC END/PT q R (FT) L (FT) C3 2+67,52 3+15.24 N 178895,43, E 1304757.92 N 17891Z29, E 1304797.94 1 59'30'53" 1 45.941 47.72 L5 3+15.24 3+80.58 N 178917.29, E 1304797.94 N 178972.95, E 1304832.17 65.34 C4 3+80.58 4+52.50 N 178972,95, E 130483217 N 179041.02, E 1304852.82 29'25'59' 140.00 71.92 L6 4+52.50 4+68.62 N 179041.02, E 1304852.82 N 179057.12, E 1304853.43 16.12 L7 4+68.52 8+19.09 N 179057.12, E 1304853.43 N 179407.52, E 1304860.72 350.48 I I I I I I I I I 5592900310 102 MONTEREY PL. N.E. I y I STA I � I 2 C, - - 6 a ��a�...T�' ,jI T) TE-246.71 NUT-245.14 6+00 95 PL. N.E O X0 /1 THRUST I I I I I 55929DO315 88 MONTEREY PL. N.E. I 5592900320 82 MONTEREY PL. N.E. .MONTEREY PL NE\�\\\ AJ44 21. 1SSEMBLY'RT \ PER S . DETAIL J70.7 I "\�V I STA. 4+49.9, 5.8'LT I I 1 - 8 22Y2' BEND (A, I ti THRUST BLOCK N_TEREY PL.', .E. _ASPH_ S Inn I I 4 1P. I ` \I I I 559 900200 89 MONT REY PL. N.E. • @pCSI of WARE SHOWN ASH H w i • ONE -CALL REIFERENCETIES ONIY. CONTRACTOR OR SHALL FIELD LOCATE ALL EXISTING 1-800-424-5555 UTILITIES A MINIMUM OF 72 HOURS /-AL Know whars below.PRIOR TO CONSTRUCTION. Call b2fOIByou dig. ANDREWWEYGANDTON:%11/u MPED rN 4 i 1` 5592900205 83 MONTEREY PL. N.E. STA. 3+98.0 7.41T MONTEREY PL NE 1 - 8" 11Y4' BEND (MJ) W/ CONC. THRUST BLOCK ADJUST GRADE OF WATER MAIN TO CREATE HIGH POINT AT AIR -VAC LOCATION. I SEWER NOTES: Q REPLACE SIDE SEWER TEE PER CITY OF RENTON STANDARD DETAIL. (2) REMOVE EXISTING SANITARY SEWER CLEANOUT AND INSTALL 54" SHALLOW MANHOLE. REVISION / J MITEREY PL NE W/ CONC. / 5592900325 / V\ 76 MONTEREY PL. N.E. / \ STA. 342.75, 24.3RT MONTEREY PL N£ 1 - 1 AIR & VACUUM RELEASE ASSY. M •I• 6 N / / 5592900330 \ • db \ ' ^5592900210\ \ \ �, v- 4, g w SEE SHEET C-3 WATER NOTES Ql 3' COVER MINIMUM. (TYR), UNLESS OTHERWISE SPECIFIED. 6Q APPROXIMATE LOCATION OF EXISTING SANITARY SEWER SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE ^ t' c V REMOVE EXISTING FIRE HYDRANT. SEWERS ARE AT APPROX. 2'-5' DEPTH. CONTRACTOR SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT 3QCLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR LOCATION AND DEPTH. LOCATE WATER MAIN PIPE JOINT A A4I1VIMUM OF 6' FROM SEWER CROSSING, OR AS APPROVED ABANDONED VALVES) BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED REPLACE EXISTING 3/4" WATER SERVICE WITH NfW 1" WA7ER SIDE SEWERS AT OWN EXPENSE AS FOLLOWS SERVICE PER STANDARD DETAIL 320. 1. (TYPICAL FOR ALL SERVICES) CONNECT NEW METER SETTER AND NEW -VITRIFIED CLAY., RE -SECTIONED WITH PVC PIPE SPOOL AND FLEXIBLE FERNCO COUPLINGS COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. SQ POTHOLE IN THIS LOCATION AHEAD OF WATER MAIN INSTALLATION TO ESTABLISH LINE AND GRADE. -CONCRETE.* RE-SEC77ONED WITH ROMAC SADDLE -PVC. RE -SEC HONED WITH RIGID COUPLINGS OR A ROMAC SADDLE QB EXISTING WA TERMAIN MUST REMAIN AC77VE DURING CONSTRUCTION. INSTALL NEW WATER MAIN BELOW EXIS77NG WATER MAIN IF NECESSARY. ' BRH, INC. c"c AW o.aa AW AG, AW BY DATE APPR •00",,, ,,, ACITY OF RENTON I� ac.�c Kcoro.w�. DATUM Plonning/Building/Public Works Dept. �N-mmom G 20 40 1" 7O' MONTEREY TERRACE WATER MAIN �FEB 2014 REPLACEMENT PROJECT MONTEREY PLACE NE STA. 3+00 TO STA. 6+25 C-4 6 20 4 �N-Ammom 0 20 40 1' =20' CENTERLINE DATA — MONTEREY PLACE NE LINE/ CURVE BEG STATION END STATION BEG/PC END/PT 6 R (FT) L (FT) L7 4+68.52 8+19.09 N 179057,12. E 1304853. 43 N 179407.52. E 1304560.72 350.48 C5 8+19.09 9+05.41 N 179407.52. E 1304560.72 N 179484.04. E 1304825.26 52'O6'46•' 95.00 87.32 C6 9+06.41 11+21.84 N 179484.04, E 1304825.26 N 179591.55, E 1304639.55 17'57.01" 687.63 215.43 I \ STA. 8+19.0, 10.0RT I MONTEREY PL NE I STA. 8+32.9, B.ORT MONTEREY PL NE \ I — 8 11Y4 - BEND (RJ) W/ CONC. \ 1 — 8" 22'/z BEND (MJ) W/ CONC. \\ THRUST BLOC 1 5592900300 \\ THRUST BLOCK 55929 295 1 114 MONTEREY PL. N.E. I \\ 5592900290 \\ 120 MONTER Y PL. N.E. I \1\,\\ \ I MONTEREY 305 152 MONTEREY PL. N.E. 108 MONTEREY PL. N.E. 1 8 TA. +9O' BEND W/ CONC TNE THRUST \ 61 \ BLOCK cl \ \ 4 \ 4 \ 6 \\ 4 4 M"" ' v 11 1 4 a a V TEL \ INLET / Wb1 ECO T VAULT QE-229.50 .y IE-228.7(•6 CP W) 2 / ' 0 . • 4: byye P v dv 5 01 l ...0w. U 5592900285 �-2 9.44\ • 0N1y 158 MONTEREY PL. N.E. N�\7e \\ cl L-52 a oq " \ N 8"55 -ASPH- aA7 W STA. 9+30.9, 9.8'RT MONTEREY PL NE _L — I _ _L7 UJI 1 — 8" 22Yz BEND (MJ) W/ CONC.T0 © 8+00 ¢i ^ 15 IF l CL-52 w THRUST BLOCK ••IT �\ P Y P cn \ 0wr TNMI I ♦Lu 4 �INt 7' . 1 0J1L°a I 4 le 1 •reol �x a►� 4 TE 3U7 1 I Zf I 1E- Nr7(8 CP w) I I I \ Q STA. 8+82.6, 2.811' MONTEREY PL \� 1 - 8 x8 TEE MJXMJ 5592900185 1 5592900190 `•.• 1 - 8"GV (MJ) I 115 MONTEREY PL. N.E. 1 109 MONTEREY PL. N.E. I 103 M 1 - CONC. THRUST BLOCK 1 STA. 7+85.7, 5.7LT MONTEREY PL NE °"s ��• 1 1 — 8 90' BfNO W CONC. THRUST \ \ BLOCK I 5592900180 I I `I� \ 121 MONTEREY PL. N.E. I I SEE SHEET C-6 SEWER NOTES: WATER NOTES 6Q APPROXIMATE LOCATION OF EXlS71NG SANITARY SEWER 1Q REPLACE SIDE SEWER TEE PER CITY OF R£NTON QI 3• COVER MINIMUM. (TYP.), UNLESS OTHERWISE SPECIFIED. SERVICE BASED ON AS —BUILT DRAWINGS (T1P.). SIDE STANDARD DETAIL. SEWERS ARE AT APPROX. 2'-5• DEPTH. CONTRACTOR 2Q REMOVE EXISTING FIRE HYDRANT SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT LOCATION AND DEPTH. LOCATE WATER MAIN PIPE JOINT A REPLACE EXISTING 314" WATER SERVICE WITH NEW 1" WATER MINIMUM OF 6' FROM SEWER CROSSING, OR AS APPROVED SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED SERVICES) CONNECT NEW METER SETTER AND NEW SIDE SEWERS AT OW EXPENSE AS FOLLOWS: COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. -147RIFIED CLAY., RE -SECTIONED WITH PVC PIPE SPOOL S, P07HOLE IN THIS LOCATION AHEAD OF WATER MAIN AND FLEXIBLE FERNCO COUPLINGS INSTALLATION TO ESTABLISH LINE AND GRADE. -CONCRETE, RE -SECTIONED WITH ROMAC SADDLE -PVC: RE-SEC7IONED WITH RIGID COUPLINGS OR A ROMAC SADDLE AEXIS77NG WATERMAIN MUST REMAIN AC77VE DURING CONSTRUCTION. INSTALL NEW WATER MAIN BELOW EXISTING WATER MAIN IF NECESSARY. f pG51 , pF wASy a EXISTING UTILITIES ARE SHOWN FOR BRH• INC. MONTEREY TERRACE WATER MAIN N"o .auon FEB 2014 • ONE -CALL REFERENCE ONLY. CONTRACTOR 1=20 CITY OF SHALL FIELD LOCATE ALL EXISTING -GAS ,o AW REPLACEMENT PROJECT 9-800-424-5555 UTILITIES A MINIMUM OF 72 HOURS AL �-- AW RENTON MONTEREY PLACE NE Know whets below. PRIOR TO CONSTRUCTION. I� DATUM Ca��beforeyoudia ORIGINAL PLANS STAMPED BY: Al. AW xM co.o«4• Planning/Building/Public Works Dept. STA. 6+25 TO STA. 9+75 C-5 ANDKw WYGANOT ON:2/n/1♦ NO. REVISION BY DATE APPR 'o°^ AG LH 7 -'20 CENTERLINE DATA — MONTEREY PLACE NE LINE/ CURVE BEG STATION END STATION BEG/PC END/PT A R (I'T) L (FT) C6 9+06.4111 11+21.84 N 179484,04, E 1304825.26 N 179591.65, E 1304539.55 17-57'01" 687.63 215.43 C7 11+21.84 1 14+29.07 N 179591.65. E 1304639.551 N 179634.95. E 1304338.09 1 25.46'07" 307.231 683.13 I I / 1 5592900255 AONTEREY PL. N.E. STA. 11+637, f0.1 RT MONTEREY PL NE \ 5592900260 1 1 8 TEE MJxMJ W/ CONC. / 188 MONTEREY PL. N.E. 1 — x8 / I / THRUST BLOCK 3 — 8"GV (MJ) / / 6 5592900265 182 MONTEREY PL. N.E. CUT —IN 6"GV 1 — 6 CV M✓ 2 — 6" SPOOL T 'WATCH I/ // / 2 —TRANSITION COUPLING / / CHILDREN, 15 MPH° I ! j STA. 11+01.3 21.4RT MONTEREY PL NE / 4 / 1 — FH ASSEMBLY PER STD. DETAIL 310.1 / DWY; 4 / 55 900270 e ' .. •..4,6W.. . -5• . / 176 MO EREY PL. N.E. / 6 •SS 4 — / 12'TALL / / ,DEC. HED13+00 —A— s S ET SIGN 0 ti1 ...UWr ` ` :\` l• +! : •� `•• M ..E" .�` Al .O' ` I F 4` P 2+p` p / wr.•. D'~BO%T/ ,/ A A 5592900275 170 MONTEREY PL. N.E. STA. 11+01.3. 11.0RT MONTEREY PL NE I 1 — 8•• 17Y4• BEND (MJ) W/ CONC. 10 THRUST BLOCK cn ----------------- ------------------- I 8 I I ? I I I I I I I _ I > i L(') U Lu LLI U) LLI LLI U) WATER NOTES Q3' COVER MINIMUM. (TW.), UNLESS OTHERWISE SPECIFIED. 2Q REMOVE EXIS77NG FIRE HYDRANT. Q3 CLOSE VALVE AND REMOVE EX. VALVE BOX (TYPICAL FOR ABANDONED VALVES) Q4 REPLACE EXIS77NG 3/4" WATER SERVICE WITH 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 SS POTHOLE IN THIS LOCA 770M AHEAD OF WATER MAIN INSTALLATION TO ESTABLISH LINE AND GRADE. 6Q APPROXIMATE LOCA77ON OF EXIS77NG SANITARY SEWER SERVICE BASED ON AS —BUILT DRAWINGS (TYP.). SIDE SEWERS ARE AT APPROX. 2'-5' DEPTH. CONTRACTOR SHALL P07HOLE IN ADVANCE TO DETERMINE EXACT LOCADON 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 WITH PVC PIPE SPOOL AND FLEXIBLE FERNCO COUPLINGS —CONCRETE.- RE—SECTONED WITH ROMAC SADDLE —PVC: RE —SECTIONED WITH RIGID COUPLINGS OR A ROMAC SADDLE Q8 EXIS77NG WATERMAIN MUST REMAIN ACTIVE DURING CONS7RUCT70N. INSTALL NEW WATER MAIN BELOW EXISTING WATER MAIN IF NECESSARY. z 0 20 40 1 "= 20' Almft CITY OF MONTEREY TERRACE WATER MAIN REPLACEMENT PROJECT 7K RENTONMONTEREYPLACE NE Nlonri,r�9/budding/Public works Dept. STA 9+75 TO STA 13+50 FEB 2014 Meg= CENTERLINE DATA — CAPRI AVENUE NE LINE/ CURVE BEG STATION END STATION BEG/PC END/PT L (FT) L 1 1+00.00 7+40.34 IN 179604.04, E 1304504.681 N 178963.83. E 1304591.42 640.34 1 L9 1 7+40.34 1 8+05.51 IN 178963.83. E 1304591.42 IN 178898.67, E 1304590.43 65.17 I I I � I I REMOVE EXITSING TREE AND ROCKS AT I y I HYDRANT PAD LOCATION. 5592900245 I I 5592900235 140 CAPRI AVE. N.E. \Vy I 5592900240 134 CAPRI AVE. N.E. I 128 CAPRI AVE. N.E. STA. 4+81.8, 6.8•RT CAPRI AVE NE I I 1— 8"x6" TEE M✓xFL W/ CONC. I I I THRUST BLOCK _ a 4 i =6ZV (FLxM✓) X IRCO B�OEc ,' /� u /6\ /4\ 4 VA I TEL VAULT w w i = Lull_ — Lu VJ 5592900095 CAPRI AVE. N.E. # 4 m 5592900100 I 141 CAPRI AVE. N.E. I 5592900105 135 CAPRI AVE. N.E. A PC OfWA i EXISTING UTILITIES ARE SHOWN FOR � r ONE -CALL REFERENCE ONLY. CONTRACTOR ;HALL FIELD LOCATE ALL EXISTING N '4'cishaL° z �9-800-424-5555 UTILITIES ACONSMRM OF 72 HOURS A Know whats below. Call before you dig. oaI.�NAL 1uNS sTAMPFD III ANUREW WE ANDT M2/11/14 NO. K "63 5592900110 129 CAPRI AVE. N.E. --owfJ-now 0 ?U 40 I I I I I 5592900225 I 116 CAPRI AVE. I 5592900230 I 122 CAPRI AVE. N.E. I \ I 5592900220 110 CAPRI AVE. N.E. STA. 4+82.0, 20.81T CAPRI AVE NE I — FH ASSEMBLY ER STD. DETAIL 310. REMOVE TREE AND 4 ' bwY- ,4 SNTR 4 ( 6 4 WM TEL G I ° C'' VAULT WM to r 1 W .DWy. MYV. a eox TI VAS W _5+00 CAPRI I AVE. N. E. 6+OD - r H- e"55 6;5 W _/� _ M 'G' v, DI" I I WM — c. _ — — %J J 5592900115 123 CAPRI AVE. N.E. 5592900120 117 CAPRI AVE. N.E. 5592900125 111 CAPRI AVE. N.E. WATER NOTES: Qi 3' COVER MINIMUM. (TYP.), UNLESS OTHERWISE SPECIFIED. Q4 REPLACE EXISTING 314' WATER SERVICE WITH NEW I" 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. 66 APPROXIMATE LOCATION OF EXISTING SANITARY SEWER SERVICE BASED ON AS —BUILT DRAWINGS (TYP.). SIDE SEWERS AR£ 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: —V77R1F7ED CLAY RE—SEC77ONED WITH PVC PIPE SPOOL AND FLEXIBLE FERNCO COUPLINGS —CONCRETE: RE—SEC77ONED WITH ROMAC SADDLE —PVC: RE—SEC77ONED WITH RIGID COUPLINGS OR A ROMAC SADDLE. BRH. INC. CITY OF MONTEREY TERRACE WATER MAIN FEB 2014 ,•=2D' Aw .. RENTON REPLACEMENT PROJECT AW CAPRI AVE NE amAG. Aw Planning/Building/Public Works Dept. STA. 2+25 TO STA. 7+00 1.. REVISION BY DATE APPR .00natnG Lr1—"L°R0'""' (I — 9 '20 I — 24'x12" TEE (FLxFL) 1 — CONC. THRUST BLOCK .1 — 24" BUTTERFLY GV (FLxMJ) 1 — 12" GV (FLxMJ) t� !!!WARNING!!! EXISTING B" GAS LINE. CONTRACTOR 2 — 24" SPOOL = Q SHALL CONTACT PSE A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION. PSE 2 — TRANSITION COUPLING mQ Q PERSONNEL SHALL BE ONSITE AS 00 REQUIRED DURING CONSTRUCTION. I M ► � Q � I pR N.E• Q HP 3 ❑ O STA 1+44.9, 5.J'RT MONTEREY DR NE h J� 1 RESTRAINT STA 1+15.2, milrmONTEREYDR NE �- Ci I - MEGA —LUG JOINT THRUST 1 — CONC THRUST BLOCK END 90' BEND JOINT RE W MEGA—LUG JOINT RESTRAINT ^ Q' Q� 1 — 8"GV 1 — CONC. THRUST BLOCK 0 ^v 5 g" 14LF 12" CL-52 DI W/ POL YWRAP 3 MEGA —LUG JOINT RESTRAINT Oc) INSERT POL 1PIG. INSTALL 8" CAP (MJ) AND TEMPORARY 2- BLOW—OFF ASSEMBLY W/ O q_ MEG` LU5 TEMPORARY THRUST BLOCKING. N _ cJOIN RP _ l NP POTHOLE THIS LOCATION IN ADVANCE FS>Rq NTP vim / i+ �2 ISTA • 1+34.2, 24.6'RT MON7EREY OR N£� 1 — FIRE HYDRANTASSEMBLY 1.5• STA 1456.9, 11.9RT MONTEREY DR NE INSTALL COMBINED BEND. (TyP) 1 — 12" 221f1' BEND (MJxFL) W/ • MEGA —LUG RETAINER GLAND Nb 1 — 12" 11%' BEND (MJxFL) W/ -� MEGA —LUG RETAINER GLAND 2 — CONC. THRUST BLOCK TESTING DETAIL Q CONNECTION DETAIL Cl Of MONTEREY DR NE & NE 3RD ST SCALE: 1"=10' • ONE-CALLEXISTING SHOWN REFERENCETILITIES RE ONLY. ACONTRACTOR OR SHALL FIELD LOCATE ALL EXISTING 1-800-424-5555 UTILITIES A MINIMUM OF 72 HOURS Rnm WhaC� below. PRIOR TO CONSTRUCTION. Call before you dig. p I / j WAS" AL ORIGINAL PUNS STAMPED BY: ANDREW WEYGANOT ON:2/11/$4 NO. PE "63 -7,-1 2 Q '!!WARNING!!! EXISTING 8" GAS LINE. CONTRACTOR SHALL CONTACT PSE A MINIMUM OF 72 Ul! HOURS PRIOR TO CONSTRUC770N. PSE 0 Q - PERSONNEL SHALL BE ONSITE AS REQUIRED DURING CONSTRUCTION. 40Q / I _ ( N •E O ❑ lO Q T (I r `Y � t 1 ►� r G,�• • II III �I .��REMOVE TEMPORARY SLOW —OFF CONNCET TO NEW 12- DI. ;2 SLEEVE 2: SPOOL FINAL CONNECTION DETAIL 4, POTHOLE IN ADVANCE TO s� ESTABLISH LINE AND GRADE. lO � F� 9 4NOGVEO 9 0\ a° SS \ TESTING DETAIL FINAL CONNECTION DETAIL CONNECTION DETAIL C5 DI STA. 8+82.6 MONTEREY PL NF SCALE: 1 "=10' „sir TH BRH, INC.GIs•, AS SHOWN CI TY OF W AW RENTON DATUM gd AW Pionning/Building/Public Works Dept. REVISION BY DATE APPR naL,""` "C0"°""`• MONTEREY TERRACE WATER MAIN FEB 2014 REPLACEMENT PROJECT CONNECTION DETAILS 7-1 9 20 i 0 ARE E ISTING SHOWN FOR • ONE -CALL I RXEFERENCEUTILITIES ONLY, CONTRACTOR SHALL FIELD LOCATE ALL EXISTING 1-800-424-55551 UTILITIES A MINIMUM OF 72 HOURS Kn PRIOR TO CONSTRUCTION. _J_ MONTEREYPLACENE -------------- ---------------- - -- ---------- ------------------ ------------------- ----------- ------ -- - -------------- A, o� r N --mwK 0 50 100 I"=20' ------ ------------------- - ---------------- ----- CAPRIAVENE VE --- ---- , - - I I � � i REMOVE'0'-" "IND � i i 'E.01 111111 Flom SUMP. i -------------------------- ------ ---- --------------------- - — ------- -------- --- ---------------------- ------------------------------- ------- ------------------------ .lq J N oI % - -------- -- ------------------ ----- ------ . SAL" I . Of -AS, AL ORIGINAL PLAINS STAMPED BY. ANDREW WEYGANDT ON:2/11/14 PE #­u -------------------- KEE MONTEREYDRIvENE ------------------- ------------------- ------------------- ------------------- ------------------- ---------- ---------- ------------------- ------------------------- --- ---------------- • LEGEND IP FILTER FABRIC INLET PROTECTION PROPOSED ROADWAY RES TORA 770AI AREA /-EX. CONCRETE CURB & GUTTER TO REMAIN UNDAMAGED AND T, IN -PLACE. 2" HMA (CL. 1/2" PIG 64-22) OVERLAY 2" HMA (CL. 1/2- PG 64-22) EDGE OF PAVEMENT, EDGE OF CURB & GUTTER, OR CENTER OF LANE LINE. SAWCUT AND REMOVE OR GRIND. SEAL WITH AR4000W. EX. ASPHALT PAVEMENT (DEPTH VARIES) EXISTING SUBGRADE 6" CRUSHED SURFACING TOP COURSE 1.0, (MIN.) BACKFILL MATERIAL AS REOUIRED BY THE ENGINEER: - NATIVE MATERIAL 30" (MIN - SELECT IMPORTED TRENCH BACKFILL - CRUSHED ROCK - FLCWABLE FILL REPLACE PAVEMENT AND SUBGRADE BETWEEN EDGE OF TRENCH AND FACE OF 4 GUTTER. NOTES: ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND TEMPORARILY PATCHED NTH 2" MIN. HOT 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 NTH 6" CRUSHED SURFACING TOP COURSE AND 4" OF HOT MIX ASPHALT CONCRETE PAVEMENT TO BE PLACED IN TWO (2) 2" LIFTS. TRENCH RESTORATION DETAIL U rol room. ONE -CALL 1-800-424-5555 ow � I Know whets below. Call before you dig. 10' MIN. (7-YPj 'No EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION. % r MONTEREY PLACE NE IP ------------------ ------------- -- --------- ------------ ------------ T ------------ IL ------------------ ------ ----------- ------------------------ ---- Ilp It --mmm-N-mmiIIIIIIIIIII11K 0 50 100 1"=20' IP-1.1- CAPRIAVE NE `AI --------------------------- P ---- ----------- 0 --- - ----- ---- ----- ----------------------------- I --------------- - - ---------------------------------- --------------------------------- --------------- ----- ----- -------------- IP TIP IP MONTEREY ORIVE NE 1p IP IP --- -------- ------------ ----______-- ------------ L ------------------ I__-' ------------------------------------------------------------------------ --- ----------- -------- --- - ---- ___________________I___ --------------- ------------------- --------------------------------------- ------------------------ ------- ------------------------------------------------------- - ------------ 9RH, INC. Alleft CITY OF MONTEREY TERRACE WATER MAIN AW REPLACEMENT PROJECT 2 K REN TON AW AL ROADWAY RESTORATION AND TESL PLAN ORIGINAL PLANS STAMPED BY: AG, AW Plorning/BuIlding/Public Works Dept. ANDREW WYGANDT ON:2/1 1/1 BY ATE PE #4�63 4 NO, REVISION I M AG. LH 'I) ph,CJ`-L�C'V v-(� i�7 'v) 6^-� Dz� kxp :f J, 70 t,-� ?4,, t�3 ILL