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HomeMy WebLinkAboutzW-3674SetC) i_� N ►i U LU O rrz LU LU U Q J W rrZ Q rr W H Q W U rrQ rr LU W rrLU H Z O CITY OF RENTON MONTEREY TERRACE WATER MAIN REPLACEMENT PROJECT FEBRUARY, 2014 VICI ITY MAP NSCALE:1 "=1000'± SHEET INDEX DRAWING NO. SHEET NO. TITLE G-0 PLASTIC PIPE 1 COVER SHEET ® AREA DRAIN G-1 H/C PARKING SPACE 2 KEY MAP CON CONIFEROUS TREE C-1 ASPHALT (ASPH) 3 MONTEREY DRIVE NE STA. 1 +00 TO STA. 6+00 C-2 DRIVEWAY 4 MONTEREY DRIVE NE STA. 6+00 TO STA. 12+00 C-3 BUILDING LINE BUILDING CORNER 5 MONTEREY DRIVE NE STA. 12+00 TO BOLLARD EHH ELECTRICAL HANDHOLE (P) MONTEREY PLACE NE STA. 3+00 ELECTRICAL METER C-4 RECORDED UTILITY LOCATION 6 MONTEREY PLACE NE STA. 3+00 TO STA. 6+25 C-5 ELECTRICAL MANHOLE 7 MONTEREY PLACE NE STA. 6+25 TO STA. 9+75 C-6 CONCRETE SURFACE (CONC) 8 MONTEREY PLACE NE STA. 9+75 TO STA. 13+50 C-7 FIRE HYDRANT 9 CAPRI AVENUE NE STA. 2+25 TO STA. 7+00 D-1 FINISHED FLOOR ELEVATION 10 CONNECTION DETAILS G GAS MAINGM D-2 CONCRETE/EXTRUDED CURB 11 PIGGING PLAN CP/IP CONC./IRON PIPE D-3 GAS VALVE 12 TRENCH RESTORATION PLAN & TESC PLAN S-1 GAS VAULT 13 TOPOGRAPHIC SURVEY } GUY ANCHOR S-2 COLUMN 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 Know what's below. �,_ Call before you dig. RE SHOWN ONE-CALLEXISTING REF REN ETILITIES ON Y ACONTRACTOR OR SHALL FLOCATE -800-424-5555 UTILTIESI ELD A MINIMUM OFL72XISTING HOURS PRIOR TO CONSTRUCTION. t'Y ORIGINAL PLANS STAMPED BY: ANDREW WEYGANDT ON:2/11/14 PE #44883 LEGEND ADS PLASTIC PIPE CS CONC. STAIRS ® AREA DRAIN & H/C PARKING SPACE ABAN/RET ABANDONED/RETIRED CON CONIFEROUS TREE — ASPHALT (ASPH) DEC DECIDUOUS TREE LSCAPE BRICK SURFACE DWY DRIVEWAY ( O� MANHOLE ECd ELECTRICAL CONDUIT (BURIED) BC BUILDING LINE BUILDING CORNER q' � CENTERLINE/MONUMENT LINE O BOLLARD EHH ELECTRICAL HANDHOLE (P) PAINTED UTILITY LOCATION EM ELECTRICAL METER XWICANOPY RECORDED UTILITY LOCATION ==> TRAFFIC FLOW DIRECTION PPS PARKING PAY STATION EMH ELECTRICAL MANHOLE G) (v) CATCH BASIN (CB) EV/ET ELECTRICAL VAULT/TRANSFORMER PDQ CONCRETE SURFACE (CONC) 9 FOUND MONUMENT IN CASE CW/BW CONCRETE/BRICK WALK )D FIRE HYDRANT CRW CONCRETE RETAINING WALL FFE FINISHED FLOOR ELEVATION [+JPRIVATE CATCH BASIN G GAS MAINGM CC/XC CONCRETE/EXTRUDED CURB N GAS METER CP/IP CONC./IRON PIPE ISI GAS VALVE CHAIN LINK FENCE (CLF) GV GAS VAULT CTV CABLE TV } GUY ANCHOR COL COLUMN IE INVERT ELEVATION 'Y' FIRE DEPT. CONNECTION (FDC) SD SERVICE DRAIN (STORM) �� LIGHT POLE (METAL) SD/SSCO STORM/SEWER CLEANOUT 0--0 LIGHT POLE (WOOD) SS(R) SANITARY SIDE SEWER (RECORD) LIGHT POLE (ORNAMENTAL) ±/-M SIGN/STREET NAME SIGN LSCAPE LANDSCAPE PLANTER TBM TEMPORARY BENCHMARK ( O� MANHOLE TCd TELEPHONE CONDUIT (BURIED) OHP/T OVERHEAD POWER/TELEPHONE TV TELEPHONE VAULT PL PROPERTY LINE TMH TELEPHONE MANHOLE (P) PAINTED UTILITY LOCATION TS TELEPHONE SENTRY (R) RECORDED UTILITY LOCATION ==> TRAFFIC FLOW DIRECTION PPS PARKING PAY STATION TOE TOE OF SLOPE POST—INDICATOR VALVE TOP TOP OF BANK PDQ UPO UTILITY POLE (WOOD) PS/PSS COMBINED/SANITARY SEWER WV WATER VAULT PSD PIPE STORM DRAIN W NATER MAIN [+JPRIVATE CATCH BASIN WM WATER METER GRAVEL SURFACE N WATER VALVE ® (3) WATER GATE VALVE/ CHAMBER ROCKERY RE ROOF ELEVATION SCL/CL SEATTLE CITY LIGHT HANDHOLE HORIZONTAL DATUM — NAD 1983/91 POSITIONS FOR COORDINATES ARE BASED ON WGS 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 WGS 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 — NAVD 88 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" CHISELED SQUARE IN CONC. WALK BACK OF CURB 12' N.E. OF M.I.C. ELEVATION=220.82 TBM "B" TOP CENTER BOLT FIRE HYDRANT E. SIDE MONTEREY DR. N.E. APPROX. 340' S. OF MONTEREY PL. N.E. ELEVATION=186.23 TBM "C" CHISELED SQUARE IN BACK OF CONC. WALK BACK E. SIDE MONTEREY DR. N.E. S.E. OF ADDRESS "169", 8.5' N.E. OF LIGHT POLE BASE ELEVATION=138.14 TBM "F" CHISELED SQUARE IN TOP BACK OF CURB W. SIDE CAPRI AVE. N.E. BETWEEN ADDRESS "147" AND "153" ELEVATION=196.54 TBM "G" CHISELED SQUARE IN BACK OF CONC. WALK W. SIDE CAPRI AVE. N.E. S.E. OF ADDRESS "117", 6.5' N.E. OF A LIGHT POLE BASE ELEVATION=229.73 TBM "H" CHISELED SQUARE IN CONC. WALK TOP BACK OF CURB E. SIDE MONTEREY PL N.E. BETWEEN 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=166.40 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 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 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 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 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 CONTRACTOR'S 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—IN TEE AND VALVE(S) ON THE EXISTING MAIN. ALL PIPE AND FITTINGS NOT TO BE DISINFECTED IN PLACE SHALL BE SWABBED WITH 1Z 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 WATERMAIN ABOVE OR BELOW EXISTING UTILITIES AS REQUIRED TO MAINTAIN 3FT MINIMUM COVER, 12 IN. MINIMUM VERTICAL CLEARANCE BETWEEN 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 FILTERS 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. 12. 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 STANDARDS By:---------------- Date: -------- By:---------------- Date: -------- By:---------------- Date: -------- By:---------------- Date: -------- By: By: By: By: AMERICAN SURVEYING & ENGINEERING, LLC (ASE) CONDUCTED AN AS—BUILT SURVEY TO LOCATE ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS. AS—BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY THE BUNO CONSTRUCTON COMPANY ON SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS—CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS—BUILT REDLINE MARKUP DRAWINGS PROVIDED FROM BUNO CONSTRUCTION AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS WERE FIELD SURVEYED IN THEIR AS—BUILT LOCATIONS AND A C C U R A T EL Y R E F L E C T E D H E R E O N. RECOMMENDED FOR APPROVAL -------------- Date:---. -------------- Date:--- -------------- Date:---. -------------- Date: --- CITY OF RENTON Public Works Dept. Ld a z U W O N U LU 0 rr n Z LU G LU U Q J n W rr z rrLU W U Q OC OC LU LU OC LU Z 0 5 Know what's below. 'I,- Call before you dig. ONE -CALL 7-800-424-5555 EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION. ORIGINAL PLANS STAMPED BY - ANDREW ANDREW WEYGANDT ON:2/11/14 NO. PE #44883 REVISION SURVEYED: BRH, INC. DESIGNED: AW DRAWN: AW CHECKED:, AW BY DATE APPR APPROVED: AG, LH SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL- NAVD 1988 HORIZONTAL NAD 1983/1991 Alt__`\� DATUM AMERICAN SURVEYING & ENGINEERING, LLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY THE BUNO CONSTRUCTON COMPANY ON SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED FROM BUNO CONSTRUCTION AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND A C C U R A T E L Y R E F L E C T E D H E R E O N. R CITY OF t RENTON Planning/Building/Public Works Dept. 0 50 100 1 "= 50' MONTEREY TERRACE WATER MAIN REPLACEMENT PROJECT KEY MAP a DATE: FEB 2014 FIELDBOOK: PAGE: DRAWING NO: G-1 SHEET: OF - 2 20 N Ld a C) z W w O O rr n z LU G LU C) Q J n W I z rrLU LU U rrQ rr LU W rrLU H Z O CENTERLINE DATA - MONTEREY DRIVE NE LINE/ CURVE BEG STATION END STATION BEG/PC END/PT A R (FT) L (FT) L1 1+00.00 3+54.04 N 179935.45, E 1304274.41 N 179687.34, E 1304328.99 254.04 C1 3+54.04 4+95.89 N 179687.34, E 1304328.99 N 179546.51, E 1304342.88 13.32'43" 600.00 141.85 L2 4+95.89 1 10+50.77 N 179546.51, E 1304342.88 N 178991.74, E 1304331.84 554.88 4 Conduits 13' to GV 3' DP Concrete Encased 28' to GV STA. 1+38.1. 52.8�L DP MONTER CONNECT TO EX. 24"W SEE CONNECTION DETAIL SHEET D-1. 12"W GVH TE=110.09 6" Cl 3' DP NUT=108.6 14'to4MH STA. 1+ 15.2, 11. 1 'L T MON EY DRI NE 1 - 12" 90' BEND (MJ) W/ MEGA -LUG RETAINER GLAN . 1 - CONIC. THRUST BLOCK TCHH r �O of W N ASpNN �. ^h s N �° 44 TCHH �_Z� C TV LI DETE q / a H V) 1 C1 D1 4u N � 0 V) I � CID l 112.3'. 0 5 A 2"5 � 4 \) % Wate ;et( STA: 3+88.5 STA 3+21 67.8L 13+85 12" N-12 Storm 5/8 o Gas 3'DP STA 14+13 D New 12�� DI 4 Cl o 5'8" DP l 4'DP o STA. 3+21.1, 6.5'RT MONTEREY DR NE ° 0°��O° o 5' HORIZ. DEFLECTION 2 H - STA 2+64 GV ° E=141.26 0) Cl) 4 2 Concuit ® NUT=138.s Q ^� 1 4.5' DP GV TE=141.24 � a Cl D1 STA. 1+44.9, 5.3'RT MONTEREY DR NE NUT=13 I 1 - 12-W TEE (MJxFL) W/ MEGA -LUG O CABINET - RETAINER GLAND. TEL TCD CN 1 "CONC. THRUST BLOCK VAULT 5 1 6 GV (FLxMJ)p GV a 6 TE=110. $" S NUT=10 .7 ! 4'c _ /� TCD p a» p a N PSpNN FH \2 GV �- TE=108.2 $„S » �P `"HIGH VOLTAGE "RENTON WATER TELEMETRY" W4M.Meter 23.9R 4 NO OUTLET NEIGHBORHOOD WATCH PROGRAM IN FORCE" ASB U I LT STA. 1+56.9, 11.9RT MONTEREY DR NE INSTALL COMBINED BEND: 1 - 12" 22/2' BEND (MJxFL) W/ MEGA -LUG RETAINER GLAND 1 - 12" 11%4' BEND (MJxFL) W/ MEGA -LUG RETAINER GLAND 2 - CONC. THRUST BLOCK 1+60 STA. +ate 24.6RT MONTEREY DR NE 1 - FH ASSEMBLY PER STD DETAIL 310.1 IS77NG 8" GAS LINE. CONTRACTOR ALL CONTACT PSE A MINIMUM OF 72 IURS PRIOR TO CONS7RUC7/ON. PSE RSONNEL SHALL BE ONSITE AS QUIRED DURING CONS7RUC77ON. • RE SHOWN ONE-CALLEXISTING REF REN ETILITIES ON Y ACO TRACTOR OR SHALL FLOCATE 1-800-424-5555 UTILTIESI ELD A MINIMUM OFL72XISTING HOURS Know what's below. PRIOR TO CONSTRUCTION. �,_ Call before you dig. t'Y ORIGINAL PLANS STAMPED BY: ANDREW WEYGANDT ON:2/11/14 PE #44863 5"M ECD & a ater 4 ter 0 3+43.8\� ° -244..0 V� 55 2900085 Y 169 MON EREY DR. N.E. J I A )+JU 12"N-12 Storm 4' DP REVISION 6" PVC SS 4.5' DP Abandon 3/4Cu 2.5' DP Abandon 3/4Cu 2.5'DP SEWER NOTES.• 01 REPLACE SIDE SEWER TEE PER CITY OF RENTON STANDARD DETAIL. SEE SHEET C-6 AMERICAN SURVEYING & ENGINEERING, LLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY THE BUNO CONSTRUCTION COMPANY ON SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED FROM BUNO CONSTRUCTION AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND A C C U R A TE L Y R E F L E C T E D H E R E O N. SURVEYED: BRH, INC. DESIGNED: AW DRAWN: AW CHECKED: AG, AW BY DATE APPR APPROVED: AG, LH SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 1988 HORIZONTAL NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. MONTEREY TERRACE WATER MAIN REPLACEMENT PROJECT MONTEREY DRIVE NE STA.1 +00 TO STA. 6+00 DATE: FEB 2014 FIELDBOOK: 5592900175 156 MONTEREY DR. N.E. 5592900170 DRAWING NO: C-1 SHEET: OF: 20 150 MONTEREY DR. N.E. L . o STA. 3+95.0, 2.81T MONTEREY DR NE L 1 - 8" 11%4' BEND (MJ) STA 5+19 STA 5+95 0STA o 4+48, STREET siGN 3 Conduits 5/8" PolyGas / CO ° 6 Conc 2 DP 3 , 'DP 3. 1 DP I Ioter Svc. Meter U) ° T 4+ 5 1°.7L 4 S Water Svc. Meter ° � STA: 5+57.8 4 CL 1.5L o n ° CTV C36 IRC O J -BOX w I 1 ECD P SLHH VIM ¢ CV 8I 6"S DWY°° I O 1 U DVIIY a ° TEL C-17 W(P4 VAI 11 T 5 Uj 12" N- Storm GASP � X55M 5 1 O N T R EX D�-EILCjj v 3'DP 8„ s 0+5 I`LU =\ Uj 3 oo+,V -� 'o C1 s (L " 2 4 0'f to 0 -� _ -i " ECD(P4 6»S rr ^^ v ) H' ECD P ,-.:.�. e- V:jJ °EV ®VVY° ° ° 4'CW W a ELU CD P, A°S B U I LT Tc er vc. e r ° IT TA: 4+96 Wat 21' Svc. Me er WM ° ECD(P) r ^ vJ STA. 3+95.4, Z5'RT MONTEREY std R NE 19. 5+70.9 0 1 - 8"x8" TEE (MJxMJ) W1 CON Svc. 4 a 4 "w, 99 r Meter 3+81.6 g THRUST BLOCK Qa ° HILDREZ, co 'ts R 1- 8 x12" INCREASER (MJ) STA 4+96 3' 5 MPH"13L o 4 w 3 - 8" GV (MJxMJ) Abandon 3/4 Cu STA 5+75 1 - 12" VERT. CROSS (MJxFL) 3'DP Abandon 3/4Cu GMPOL YPIGGING STA TION 592900080\\ 5592900075 163 M NTEREY DR. N.E. 157 MONTEREY DR. 5592900070 NaE, 151 MONTEREY DR. N.E. STA 4+13 2" Poly Gas 2.5' DP 2" Power Conduit 1.5' DP WATER NO TES.- A6APPROXIMATF LOCA TION OF EXISTING SANITARY SEWER Q1 3' COVER MINIMUM. (TYP.), UNLESS OTHERWISE SPECIFIED. SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE SEWERS AREA T APPROX. 2'-5' DEPTH. CONTRACTOR 2Q REMOVE EXISTING FIRE HYDRANT. SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT LOCA TION AND DEPTH. LOCATE WATER MAIN PIPE JOINT A AjCLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR MINIMUM OF 6' FROM SEWER CROSSING, OR AS APPROVED ABANDONED VA VES) BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED SIDE SEWERS AT OWN EXPENSE AS FOLLOWS.• Q REPLACE EXISTING 3/4" WA TER SERVICE WITH NEW 1" WA TER SERVICE PER STANDARD DETAIL 320.1. (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. 5Q POTHOLE IN THIS LOCA TION AHEAD OF WATER MAIN -CONCRETE. RE -SECTIONED WITH ROMAC SADDLE INSTALLATION TO ESTABLISH LINE AND GRADE. -PVC: RE -SECTIONED WITH RIGID COUPLINGS OR A ROMAC SADDLE 8Q EXIS77NG WA 7ERMAIN MUST REMAIN AC77VE DURING CONSTRUCTION. INSTALL NEW WATER MAIN BELOW EXIS77NG WATER MAIN IF NECESSARY. AMERICAN SURVEYING & ENGINEERING, LLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY THE BUNO CONSTRUCTION COMPANY ON SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED FROM BUNO CONSTRUCTION AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND A C C U R A TE L Y R E F L E C T E D H E R E O N. SURVEYED: BRH, INC. DESIGNED: AW DRAWN: AW CHECKED: AG, AW BY DATE APPR APPROVED: AG, LH SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 1988 HORIZONTAL NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. MONTEREY TERRACE WATER MAIN REPLACEMENT PROJECT MONTEREY DRIVE NE STA.1 +00 TO STA. 6+00 DATE: FEB 2014 FIELDBOOK: PAGE: DRAWING NO: C-1 SHEET: OF: 20 N U LU O rrz LU LU U Q J W rrZ Q W H Q W U Q LU W rrLU H Z O 5592900165 118 MONTEREY DR. N.E. IRCO Water Svc. Meter STA: 6+31.7 21.5L io 5592900160 5592900155 112 MONTEREY DR, N.E. 106 MONTEREY DR. N.E. 7+37 22LT STA. F MONTEREY DR NE 4' BU 1 - Cu ACCCUP1 V DDD Cm nDTA// 141n 1 5592900150 102 MONTEREY DR, N.E. 7+38 I \ STA. -7 5.7'RT MONTEREY DR NE ° „ „ Water Svc. Meter L ° 0 1 8x6 TEE (MJxFL) STA: 8+51.6 a '1 - 6 -GV (FLxMJ) v 21.2E 4 Water Svc. Meter 1 - 8"GV (MJ) S 6 STA: 7+03.4 4 d FH vo 2.1E p to Svc. Meter d ECD P I R w TEL T M B' 4 A: +_77.3 V V LT 1.1E 1 w cl DWY QWY E D P Y-1, °D1NY +_ 2 Condui 1.SID P LAO &I 11:01M CENTERLINE DATA - MONTEREY DRIVE NE STA. 11+50.8, 11.7RT MONTEREY DR NE LINE/ CURVE BEG STATION END STATION BEG/PC END/PT 0 R (FT) L (FT) L2 4+95.89 10+50.77 N 179546.51, E 1304342.88 N 178991.74, E 1304331.84 554.88 C2 10+50.77 11+89.04 N 178991.74, E 1304331.84 N 178902.00, E 1304418.12 90.01'51 " 88.00 138.28 L3 11+89.04 13+61.39 N 178902.00, E 1304418.12 N 178898.67, E 1304590.43 172.34 5592900165 118 MONTEREY DR. N.E. IRCO Water Svc. Meter STA: 6+31.7 21.5L io 5592900160 5592900155 112 MONTEREY DR, N.E. 106 MONTEREY DR. N.E. 7+37 22LT STA. F MONTEREY DR NE 4' BU 1 - Cu ACCCUP1 V DDD Cm nDTA// 141n 1 5592900150 102 MONTEREY DR, N.E. 7+38 I \ STA. -7 5.7'RT MONTEREY DR NE ° „ „ Water Svc. Meter L ° 0 1 8x6 TEE (MJxFL) STA: 8+51.6 a '1 - 6 -GV (FLxMJ) v 21.2E 4 Water Svc. Meter 1 - 8"GV (MJ) S 6 STA: 7+03.4 4 d FH vo 2.1E p to Svc. Meter d ECD P I R w TEL T M B' 4 A: +_77.3 V V LT 1.1E 1 w cl DWY QWY E D P Y-1, °D1NY +_ 2 Condui 1.SID P LAO &I 11:01M 0 STA 8+92 'O STA Gas Water Svc. Meter STA. 11+41.9, 5.9'RT MONTEREY DR NE 5/8"STA: 10+00.3 a 1 - 8" 45' BEND (MJ) W/ CONC. 3.2' D P Water Sic. Meter _n 20.9L STA: 9 27.2 0 774RUST BLOCK Water Svc. Meter 20.8L STA: 10+64.1 ° a 21.1L 6 4 4 T A Q i ° SLHH r ° a WM �cD P N N N 8 DENY per, 4'C�V 1 _ P �' I �' :iiN koo 00+ 5cv) � rr S -ASPH- 0 4 u w 4 P L2 0o+g 8 ss 8„ss VAU -ASPH- _ 00+6 O n 0 +Ol a vi DWY ■. n■ DWC EF1 Off - 0. Abandon e, , �... a �,,, MmreCo c tr• .. N ° ECD(P) ° D� TEL - Voter Svc. Meter J -BOX TA: 7+91.8 STA 8+29 0.2R Water Svc. Meter 0 C�e L ter svc.DP 2� Con its TA 8+20 4" Conduit �\ STA: 6+45.1 STA: 7+19.7 S D P 3' D P 20.3R 20.2R 5/8' Poly Gas ��\��\��\\��� 5592900065 STA 6+65 STA 7+95.5 GaIv 119 MONTEREY DR, N.E. 5/8" Poly Gas 113 MONTEREY6DR. N.E. Abandon 3/4 3'DP 3.25 DP 5592900055 107 MONTEREY DR, N.E. AMERICAN SURVEYING & ENGINEERING, LLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY THE BUNO CONSTRUCTION COMPANY ON SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED FROM BUNO CONSTRUCTION AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND A C C U R A T E L Y R E F L E C T E D H E R E O N. Know what's below. �,_ Call before you dig. RE SHOWN ONE-CALLEXISTING REF REN ETILITIES ON Y ACO TRACTOR OR SHALL FLOCATE 1-800-424-5555 UTILTIESI ELD A MINIMUM OFL72XISTING HOURS PRIOR TO CONSTRUCTION. MAD/ ( (' ?,)►C t'Y ORIGINAL PLANS STAMPED BY - ANDREW ANDREW WEYGANDT ON: 2/11/14 NO. PE #44863 101 Abandon 3/4Cu 3.3'DP REVISION ®NTEREY DR. N. E. DWY.B WMa 4Water ve. Meter STA: +40.8 4 0 20.oR a Water Svc. Meter a 0 STA: 8+60.1 _ •,,,I NASPHN WY o 4 0W $" Y STA 9+64 Unmarked 1" G s 204 3.2'DP 6 S A 10+36 ° 6" C nc SSr-STA. 10+77.,, 1 - 8" 2212. Abandon 3/4"Cu 4.2 DP THRUST 5592900050 \��\ STA 9+48 ONTEREY DR, N.E. 3 Conduits 5592900040 5592900045 2.5'DP 81 MONTEREY DR. N.E. 87 MONTEREY DR. N, E, SEWER NOTES. Q REPLACE SIDE SEWER TEE PER CITY OF RENTON STANDARD DETAIL. Abandon 3/4"Cu SDP I °�Y WM a& Svc. Mete T S10+46.6 . I 0. 7. 'RT MON TER DR N /4\ \ Water Svc. Me \ STA: 10+81.5 20.4R 4 WM \ STA 11+71 Abandon 3/4"C \ 2.5'DP STA 11 +56 2" Gas 2.5'DP \ STA 11+52 \ 6 Conc SS 4'DP Water Svc. Meter 2" Gas, 2.5' D P rASTA: 11+22.8 Power 1.3'DP 1 +50.6, 20.7RT MONTEREY DR NE - cu A CCc1JD1 V DDD CTn ncre a Tlf) Abandon 3/ "Cu ,0 3.5'DP \ 5592900030 o \ 69 MONTEREY DR, N.E. TSTA 11+0 Tel -Power STA. 10+94.2,D 7 4'RT MONTEREY DR NE 1 - 8" 11%4' BEND (MJ) W/ CONC. THRUST BLOCK N-'' Abanson 3/4"Cu Power 1.3'DP 3.5'DP STA 10+44 , \ \�\\\���\\\�_\��\� Telephone 3 DP 5592900035 70 MONTEREY DR. N.E. WA TER NOTES: AX COVER MINIMUM. (TYP.), UNLESS OTHERWISE SPECIFIED. A2REMOVE EXISTING FIRE HYDRANT. A4 REPLACE EXISTING 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. 5Q POTHOLE IN THIS LOCA TION AHEAD OF WATER MAIN INSTALLA 77ON TO ESTABLISH LINE AND GRADE. A6APPROXIMATE LOCA TION OF EXISTING SANITARY SEWER SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE SEWERS AREA T APPROX. 2'-5' DEPTH. CONTRACTOR SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT LOCA TION AND DEPTH. LOCA 7E WA TER 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 Wl774 PVC PIPE SPOOL AND FLEXIBLE FERNCO COUPLINGS -CONCRETE. RE-SEC77ONED WI7H ROMAC SADDLE -PVC: RE-SEC77ONED W1774 RIGID COUPLINGS OR A ROMAC SADDLE A81NSTALL NEW WATER MAIN BELOW EXIS77NG WATER MAIN.EXISTING WATERMAIN MUST REMAIN AC77VE DURING CONSTTUCTION. INSTALL NEW WATER MAIN BELOW EXIS77NG WATER MAIN IF NECESSARY. SURVEYED: BRH, C. SCALE: » r - 1 20 STA. 11+50.8, 11.7RT MONTEREY DR NE 1� CITY OF - _ R E N TO N Planning/Building/Public Works Dept. MONTEREY TERRACE WATER MAIN REPLACEMENT PROJECT MONTEREY DRIVE NE STA. 6+00 TO STA. 12+00 45' 1 - 6"��' BEND (MJ) W/ MEGA -LUG TA 7 5592900145 DESIGNED: RETAINER GLAND C 68 MONTEREY DR. N.E. 1 - CONC. THRUST BLOCK - 559900135 'D 1 ° ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SCALE 5592900140 06 MONTEREY DR. NaEo \ 62 MONTEREY DR. N.E. STA. 11+46.9, 3.O'RT MONTEREY DR NE DATE APPR 1- 8x6" TEE (MJxFL) A S B U I LT \ � 1 - 6 -GV (FLxMJ) (Power?) 1 - 8"GV (MJ) �r 0 STA 8+92 'O STA Gas Water Svc. Meter STA. 11+41.9, 5.9'RT MONTEREY DR NE 5/8"STA: 10+00.3 a 1 - 8" 45' BEND (MJ) W/ CONC. 3.2' D P Water Sic. Meter _n 20.9L STA: 9 27.2 0 774RUST BLOCK Water Svc. Meter 20.8L STA: 10+64.1 ° a 21.1L 6 4 4 T A Q i ° SLHH r ° a WM �cD P N N N 8 DENY per, 4'C�V 1 _ P �' I �' :iiN koo 00+ 5cv) � rr S -ASPH- 0 4 u w 4 P L2 0o+g 8 ss 8„ss VAU -ASPH- _ 00+6 O n 0 +Ol a vi DWY ■. n■ DWC EF1 Off - 0. Abandon e, , �... a �,,, MmreCo c tr• .. N ° ECD(P) ° D� TEL - Voter Svc. Meter J -BOX TA: 7+91.8 STA 8+29 0.2R Water Svc. Meter 0 C�e L ter svc.DP 2� Con its TA 8+20 4" Conduit �\ STA: 6+45.1 STA: 7+19.7 S D P 3' D P 20.3R 20.2R 5/8' Poly Gas ��\��\��\\��� 5592900065 STA 6+65 STA 7+95.5 GaIv 119 MONTEREY DR, N.E. 5/8" Poly Gas 113 MONTEREY6DR. N.E. Abandon 3/4 3'DP 3.25 DP 5592900055 107 MONTEREY DR, N.E. AMERICAN SURVEYING & ENGINEERING, LLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY THE BUNO CONSTRUCTION COMPANY ON SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED FROM BUNO CONSTRUCTION AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND A C C U R A T E L Y R E F L E C T E D H E R E O N. Know what's below. �,_ Call before you dig. RE SHOWN ONE-CALLEXISTING REF REN ETILITIES ON Y ACO TRACTOR OR SHALL FLOCATE 1-800-424-5555 UTILTIESI ELD A MINIMUM OFL72XISTING HOURS PRIOR TO CONSTRUCTION. MAD/ ( (' ?,)►C t'Y ORIGINAL PLANS STAMPED BY - ANDREW ANDREW WEYGANDT ON: 2/11/14 NO. PE #44863 101 Abandon 3/4Cu 3.3'DP REVISION ®NTEREY DR. N. E. DWY.B WMa 4Water ve. Meter STA: +40.8 4 0 20.oR a Water Svc. Meter a 0 STA: 8+60.1 _ •,,,I NASPHN WY o 4 0W $" Y STA 9+64 Unmarked 1" G s 204 3.2'DP 6 S A 10+36 ° 6" C nc SSr-STA. 10+77.,, 1 - 8" 2212. Abandon 3/4"Cu 4.2 DP THRUST 5592900050 \��\ STA 9+48 ONTEREY DR, N.E. 3 Conduits 5592900040 5592900045 2.5'DP 81 MONTEREY DR. N.E. 87 MONTEREY DR. N, E, SEWER NOTES. Q REPLACE SIDE SEWER TEE PER CITY OF RENTON STANDARD DETAIL. Abandon 3/4"Cu SDP I °�Y WM a& Svc. Mete T S10+46.6 . I 0. 7. 'RT MON TER DR N /4\ \ Water Svc. Me \ STA: 10+81.5 20.4R 4 WM \ STA 11+71 Abandon 3/4"C \ 2.5'DP STA 11 +56 2" Gas 2.5'DP \ STA 11+52 \ 6 Conc SS 4'DP Water Svc. Meter 2" Gas, 2.5' D P rASTA: 11+22.8 Power 1.3'DP 1 +50.6, 20.7RT MONTEREY DR NE - cu A CCc1JD1 V DDD CTn ncre a Tlf) Abandon 3/ "Cu ,0 3.5'DP \ 5592900030 o \ 69 MONTEREY DR, N.E. TSTA 11+0 Tel -Power STA. 10+94.2,D 7 4'RT MONTEREY DR NE 1 - 8" 11%4' BEND (MJ) W/ CONC. THRUST BLOCK N-'' Abanson 3/4"Cu Power 1.3'DP 3.5'DP STA 10+44 , \ \�\\\���\\\�_\��\� Telephone 3 DP 5592900035 70 MONTEREY DR. N.E. WA TER NOTES: AX COVER MINIMUM. (TYP.), UNLESS OTHERWISE SPECIFIED. A2REMOVE EXISTING FIRE HYDRANT. A4 REPLACE EXISTING 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. 5Q POTHOLE IN THIS LOCA TION AHEAD OF WATER MAIN INSTALLA 77ON TO ESTABLISH LINE AND GRADE. A6APPROXIMATE LOCA TION OF EXISTING SANITARY SEWER SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE SEWERS AREA T APPROX. 2'-5' DEPTH. CONTRACTOR SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT LOCA TION AND DEPTH. LOCA 7E WA TER 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 Wl774 PVC PIPE SPOOL AND FLEXIBLE FERNCO COUPLINGS -CONCRETE. RE-SEC77ONED WI7H ROMAC SADDLE -PVC: RE-SEC77ONED W1774 RIGID COUPLINGS OR A ROMAC SADDLE A81NSTALL NEW WATER MAIN BELOW EXIS77NG WATER MAIN.EXISTING WATERMAIN MUST REMAIN AC77VE DURING CONSTTUCTION. INSTALL NEW WATER MAIN BELOW EXIS77NG WATER MAIN IF NECESSARY. SURVEYED: BRH, C. SCALE: » r - 1 20 VERTICAL NAVD 19 HORIZONTAL- NAD 1983/1991AW DATUM 1� CITY OF - _ R E N TO N Planning/Building/Public Works Dept. MONTEREY TERRACE WATER MAIN REPLACEMENT PROJECT MONTEREY DRIVE NE STA. 6+00 TO STA. 12+00 DATE: FEB 2014 DESIGNED: FIELDBOOK: DRAWN: AW ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SCALE DRAWING NO: C-2 CHECKED:AG BY DATE APPR APPROVED: SHEET: 4 OF:20 W 3674 N U LU O rrz LU LU U Q J W rrZ Q rr W H Q W U rrQ rr LU W rrLU H Z O SEE SH 7+22 STA. 74-24-3, 8.2'RT CAPRI A VE NE 1 - 8x6" TEE (MJxFL) W/ CONC. 1 THRUST BLOCK STA 7+25--- 7:: 1 - 6"GV (FLxMJ) 5/8" Poly Gas 3.5'DP INSTALL IOLF 8" PVC- 5592900130 50 MONTEREY DR. N.E. / 4 STA 12+70 / 4 Telephone Conduits 3'DP/ ° STA 7+78 STA 12+80 8" Sleeve ° 0 8"DEC m 2 Power Conduits ° VAULT �, 1.SDP ° ECD P g 5 U 4'CW,j DWYa 8 D1NY s 3.5' DP & C U-1 J - rn w 00 �" ^ NASPHN L3 13+00 w 8"SSR n P ®NTER� DR N11 s EET C-7 , 00 T = STA 7+17 Power Conduit ° 1.SDP S GAS - 7+ff- 22' c STA. z''8-�'L T CAPRI AVE NE 1 - FH ASSEMBLY PER STD. DETAIL 310.1 SEE SHEET C-4 J / � o 0 0 FTI o �L 4 P07HOLE HYDRANT LOCATION BEFORE STA 3+32 STA 7+43 INSTALLING HYDRANT TEEE, Abandon 3/4" Cu O Abandon 3/4" Cu 2.5'DP W Svc. Meter 3.5' D P 3+35.7 8 / 5592900215 104 CAPRI AVE,N.E.N / STA. 2+98.2, 2.71 T MONTEREY PL NE 1 - 22/2' BEND (MJ) W/ CONC, Gi ri T�IRUST BLOCK STA 7+92 CENTERLINE DATA - CAPRI AVENUE NE LINE/ BEG STATION CURVE END STATION BEG/PC END/PT L (FT) L8 1+00.00 7+40.34 N 179604.04, E 1304604.68 N 178963.83, E 1304591.42 640.34 L9 7+40.34 8+05.51 N 178963.83, E 1304591.42 N 178898.67, E 1304590.43 65.17 SEE SH 7+22 STA. 74-24-3, 8.2'RT CAPRI A VE NE 1 - 8x6" TEE (MJxFL) W/ CONC. 1 THRUST BLOCK STA 7+25--- 7:: 1 - 6"GV (FLxMJ) 5/8" Poly Gas 3.5'DP INSTALL IOLF 8" PVC- 5592900130 50 MONTEREY DR. N.E. / 4 STA 12+70 / 4 Telephone Conduits 3'DP/ ° STA 7+78 STA 12+80 8" Sleeve ° 0 8"DEC m 2 Power Conduits ° VAULT �, 1.SDP ° ECD P g 5 U 4'CW,j DWYa 8 D1NY s 3.5' DP & C U-1 J - rn w 00 �" ^ NASPHN L3 13+00 w 8"SSR n P ®NTER� DR N11 s EET C-7 , 00 T = STA 7+17 Power Conduit ° 1.SDP S GAS - 7+ff- 22' c STA. z''8-�'L T CAPRI AVE NE 1 - FH ASSEMBLY PER STD. DETAIL 310.1 SEE SHEET C-4 J / � o 0 0 FTI o �L 4 P07HOLE HYDRANT LOCATION BEFORE STA 3+32 STA 7+43 INSTALLING HYDRANT TEEE, Abandon 3/4" Cu O Abandon 3/4" Cu 2.5'DP W Svc. Meter 3.5' D P 3+35.7 8 / 5592900215 104 CAPRI AVE,N.E.N / STA. 2+98.2, 2.71 T MONTEREY PL NE 1 - 22/2' BEND (MJ) W/ CONC, Gi ri T�IRUST BLOCK STA 7+92 LINE/ CURVE BEG STATION END STATION 2;' Poly Gas END/PT 0 R (FT) 2 DP ST° o STA 2+36'e; 1+76 5/8" Ploy Gas `\ 4 N 178898.67, E 1304590.43 SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE Water Svc. Meter bndon2+49 Cu 2.5'DP m49 STA 2+ STA: 1+76.8 20.9L 'D Cn/ 3 Conduits b A2REMOVE a J Box 3'DP CONDUCTED AN AS -BUILT SURVEY LOCATE ALL WATER ECD. TC &° CTV° D WY a 4'CW ' _ 0 " �� LOCA TION AND DEPTH. LOCA TF WA TER MAIN PIPE JO/NT A VALVES, HYDRANTS AND WATER SERVICE METERS. AS -BUILT 193 LF " _ w ao WV= 8:57 AjCLOSE 2+100 L4 T �xoo / �0 NASPHN -0 U 8SSR -o W ss 2 � 3ONTER) Water Svc. M er 4'C1N' DWY° _ D Y Y L. N. STA: 2+11.5 2 W° ° /° E D a& OTC 20.6R WY° DWY 4'Caw DWY °c oo Water Svc. Me}}�� c. Meter a O° 3/8" Ploy G STA: 12+47.85E Y 4 O 213R13+14.9 FH ° to Svc: ° °�� ° O° ° ° O rrIVI �Ov 2.5'DP 4 2o.5R S STA. 13+52.3 7.2'L T MONTEREY DR NE S i G E T A: +2s. ° 6 1 - 8x8" TEE (MJxMJ) W/ CONC. � '8R CUT-lN 6 "GV STA 1 +6 6 �° 4 � ° o STA 12+88 ASB U I LT 2 - 6" SPOOL 5/8" Poly Gas �0D= STA 12+05 , THRUST BLOCK 1 6 GV MJ � 4 s ° 3 Conduits 2 5/8 Ploy Gas 3 - 8"GV (MJxMJ) STA 1+04 y t rsvc. Meter 3'DP 3'DP 8 Sleeve 2 - 11?ANS/T10N CO L/NG 2 DP 2+7 T 20 :R2+69.5 ° /�/STA 1+27 STA. 2176; 6.4'LT MONTEREY PL NE �//i%J//%f/ %//i%J/ii%/ STA 1+15 3 Conduits � 1 - 11%4' BEND (MJ) W/ CONC. SDP p77 5592900020 5592900015 Abandon 4" Steel/THRUST BLOCK 57 MONTEREY DR. 00i MONTEREY DR. 00 s 5592900010 5592900005 3.5 DP CENTERLINE DATA - MONTEREY DRIVE NE LINE/ CURVE BEG STATION END STATION BEG/PC END/PT 0 R (FT) L (FT) L3 11+89.04 13+61.39 N 178902.00, E 1304418.12 N 178898.67, E 1304590.43 SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE 172.34 %j 5/8" Pol 2.5'DP 52 MONTEREY PE. N.E. 58 MONTEREY PE. N.E. 5592900335 64 MONTEREY PE. N.E. co. WN rim onduit 'DP /° Wate STA: 21.51 STA 3+, 5°/8" Pc \S1,2.5'DP ter Svc r ST +43.0 �23.5R mer c. Meter d ISII'�45 3+ 1.6 23.OR _ f1 / 0 o 0 O � �� � � FFG �CA 710 O Know what's below. �,_ Call before you dig. RE SHOWN ONE-CALLEXISTING REF REN ETILITIES ON Y ACO TRACTOR OR SHALL FLOCATE -800-424-5555 UTILTIESI ELD A MINIMUM OFL72XISTING HOURS PRIOR TO CONSTRUCTION. t'Y ORIGINAL PLANS STAMPED BY - ANDREW ANDREW WEYGANDT ON:2/11/14 NO. PE #44883 REVISION SURVEYED: BRH, INC. DESIGNED: AW DRAWN: AW CHECKED: AG, AW BY DATE APPR APPROVED: AG, LH SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DATE: VERTICAL- 1988 HORIZONTAL- NADD1983/1991 CITY OF MONTEREY TERRACE WATER MAIN FEB 2014 REPLACEMENT PROJECT FIELDBOOK: R E N TO N DATUM MONTEREY DRIVE NE STA. 12+00 TO DRAWING NO: Planning/Building/Public Works Dept. MONTEREY PLACE NE STA. 3+00 C-3 SHEET- 5 OF -20 W-3674 CENTERLINE DATA - MONTEREY PLACE NE LINE/ BEG STATION CURVE END STATION BEG/PC END/PT A R (FT) L (FT) L4 1+00.00 2+67.52 N 178898.67, E 1304590.43 N 178895.43, E 1304757.92 167.52 C3 2+67.52 3+15.24 N 178895.43, E 1304757.92 N 178917.29, E 1304797.94 59°30'53" 45.94 47.72 Know what's below. �,_ Call before you dig. RE SHOWN ONE-CALLEXISTING REF REN ETILITIES ON Y ACO TRACTOR OR SHALL FLOCATE -800-424-5555 UTILTIESI ELD A MINIMUM OFL72XISTING HOURS PRIOR TO CONSTRUCTION. t'Y ORIGINAL PLANS STAMPED BY - ANDREW ANDREW WEYGANDT ON:2/11/14 NO. PE #44883 REVISION SURVEYED: BRH, INC. DESIGNED: AW DRAWN: AW CHECKED: AG, AW BY DATE APPR APPROVED: AG, LH SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DATE: VERTICAL- 1988 HORIZONTAL- NADD1983/1991 CITY OF MONTEREY TERRACE WATER MAIN FEB 2014 REPLACEMENT PROJECT FIELDBOOK: R E N TO N DATUM MONTEREY DRIVE NE STA. 12+00 TO DRAWING NO: Planning/Building/Public Works Dept. MONTEREY PLACE NE STA. 3+00 C-3 SHEET- 5 OF -20 W-3674 SEWER NOTES.• WATER NOTES• A6APPROXIMATF LOCA TION OF EXISTING SANITARY SEWER �lA2u� 4 2viS10 REPLACE SIDE SEWER TSE PER CITY OF RENTON AX COVER MINIMUM. (TYP.), UNLESS 07HERMSE SPECIFIED. SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE STANDARD DETAIL. SEWERS ARE AT APPROX. 2'--5' DEPTH. CONTRACTOR AMERICAN SURVEYING 8c ENGINEERING, LLC (ASE) "'ASS, A2REMOVE EXISTING FIRE HYDRANT. SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT CONDUCTED AN AS -BUILT SURVEY LOCATE ALL WATER " ' 02 REMOVE EXISTING SANITARY SEWER CLEANOUT AND LOCA TION AND DEPTH. LOCA TF WA TER MAIN PIPE JO/NT A VALVES, HYDRANTS AND WATER SERVICE METERS. AS -BUILT � - INSTALL 54" SHALLOW MANHOLE. AjCLOSE VALVE AND REMOVE EX. VALVE BOX. (TYP/CAL FOR MIN/MUM OF 6' FROM SEWER CROSS/NG, OR AS APPROVED DRAWING REDLINE MARKUPS WERE MAINTAINED BY THEA r ° BANDONED VALVES) BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED BUNO CONSTRUCTON COMPANY ON SITE CONSTRUCTION 4 SIDE SEWERS AT OWN EXPENSE AS FOLLOWS: FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL S a� Q4 REPLACE EXISTING 3/4" WATER SERVICE W7747W774NEW 1" WATER SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL -Vl7RlF/ED CLAY.• RE -SECTIONED WITH PVC PIPE SPOOL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE �A�'° SERVICES) CONNECT NEW METER SETTER AND NEW AND FLEXIBLE FERNCO COUPLINGS AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE -CONCRETE: RE -SECTIONED Wl774 ROMAC SADDLE MARKUP DRAWINGS PROVIDED FROM BUNO CONSTRUCTION 5Q P07NOLE IN 7741S LOCATION AHEAD OF WATER MAIN AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL INSTALLA77ON TO ESTABLISH LINE AND GRADE. -PVC: RE -SECTIONED Wl7hl RIGID COUPLINGS OR A WATER VALVES, HYDRANTS AND WATER SERVICE METERS ROMAC SADDLE WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. 8Q EXISTING WA7FRMAIN MUST REMAIN AC77VE DURING CONSTRUCTION. INSTALL NEW WATER MAIN BELOW EXIS77NG WATER MAIN IF NECESSARY. Know what's below. �,_ Call before you dig. RE SHOWN ONE-CALLEXISTING REF REN ETILITIES ON Y ACO TRACTOR OR SHALL FLOCATE -800-424-5555 UTILTIESI ELD A MINIMUM OFL72XISTING HOURS PRIOR TO CONSTRUCTION. t'Y ORIGINAL PLANS STAMPED BY - ANDREW ANDREW WEYGANDT ON:2/11/14 NO. PE #44883 REVISION SURVEYED: BRH, INC. DESIGNED: AW DRAWN: AW CHECKED: AG, AW BY DATE APPR APPROVED: AG, LH SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DATE: VERTICAL- 1988 HORIZONTAL- NADD1983/1991 CITY OF MONTEREY TERRACE WATER MAIN FEB 2014 REPLACEMENT PROJECT FIELDBOOK: R E N TO N DATUM MONTEREY DRIVE NE STA. 12+00 TO DRAWING NO: Planning/Building/Public Works Dept. MONTEREY PLACE NE STA. 3+00 C-3 SHEET- 5 OF -20 W-3674 Ld a z U w O N U LU O rrz LU LU U Q J W rrZ Q rr W H Q W U rrQ rr LU W rrLU H Z O W W Cn W U-1 W STA 6+20 - 2 Direct Bury Telephone, 2'DP STA 6+18 - 2" Conduit, 1.5'DP STA 6+12.5 - Abandon 3/4" Cu, 2'DP STA 6+10 - Telephone Conduit, 1'DP 5592900310 002 MONTEREY PE. N.E. 5592900315 88 MONTEREY PE. N.E. 1 - 8x6" TEE (MJA THRUST BLOCK AMERICAN SURVEYING & ENGINEERING, LLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY THE BUNO CONSTRUCTON COMPANY ON SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED FROM BUNO CONSTRUCTION AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND A C C U R A T E L Y R E F L E C T E D H E R E O N. Know what's below. �,_ Call before you dig. ONE -CALL 7-800-424-5555 MAOJ. ( G 2v1 S EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION. t'Y ORIGINAL PLANS STAMPED BY - ANDREW ANDREW WEYGANDT ON:2/11/14 NO. PE #44883 WAIA OZJUM*11*1; 5592900320 82 MONTEREY PL ST��\�\�� 5/8" Poly Gas \\\r 2.6' D P STA. 4+49.9. 5.81T MONTEREY PL NE THRUST BLOCK Aw-, Hu✓wi vrTHuc yr rrHicry mmiiv iv CREA 7E HIGH POINT A T AIR- VAC LOCATION. 10 REPLACE SIDE SEWER TEE PER CITY OF RENTON STANDARD DETAIL. 02 REMOVE EXISTING SANITARY SEWER CLEANOUT AND INSTALL 54" SHALLOW MANHOLE. REVISION 5592900325 76 MONTEREY PL 24.3'RT MONTEREY PL NE 5592900330 70 MONTEREY PL 5592900210 -7-7 N A (n n I T F_ n F_ A/ n l N I F_ i W1721TRIIIIIIIIIIIW.100 • 15 SEE SHEET C-3 WA TER NOTES.• AX COVER MINIMUM. (TYP.), UNLESS OTHERWISE SPECIFIED. A2REMOVE EXISTING FIRE HYDRANT. A.3CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR ABANDONED VA VES) Q4 REPLACE EXISTING 3/4" WA TER SERVICE WITH NEW 1" WA TER SERVICE 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 774IS LOCA TION AHEAD OF WA TER MAIN INSTALLA 71ON TO ESTABLISH LINE AND GRADE. SURVEYED: BRH, INC. DESIGNED: AW DRAWN: AW CHECKED: AG, AW APPROVED: AG, LH SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL- NAVD 1988 HORIZONTAL- NAD 1983/1991 Alt__-T� DATUM FEB CENTERLINE DATA - MONTEREY PLACE NE Ln LINE/ CURVE BEG STATION END STATION ow BEG/PC N CL� 0 w END/PT A R (FT) L (FT) C3 2+67.52 3+15.24 N 178895.43, E 1304757.92 N 178917.29, E 1304797.94 59'30'53" 45.94 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 1304832.17 N 179041.02, E 1304852.82 29'25'59" 140.00 71.92 L6 4+52.50 4+68.62 IN 179041.02, E 1304852.82 N 179057.12, E 1304853.43 1 1 16.12 L7 4+68.62 8+19.09 IN 179057.12, E 1304853.43 N 179407.52, E 1304860.72 1 1 350.48 STA 6+20 - 2 Direct Bury Telephone, 2'DP STA 6+18 - 2" Conduit, 1.5'DP STA 6+12.5 - Abandon 3/4" Cu, 2'DP STA 6+10 - Telephone Conduit, 1'DP 5592900310 002 MONTEREY PE. N.E. 5592900315 88 MONTEREY PE. N.E. 1 - 8x6" TEE (MJA THRUST BLOCK AMERICAN SURVEYING & ENGINEERING, LLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY THE BUNO CONSTRUCTON COMPANY ON SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED FROM BUNO CONSTRUCTION AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND A C C U R A T E L Y R E F L E C T E D H E R E O N. Know what's below. �,_ Call before you dig. ONE -CALL 7-800-424-5555 MAOJ. ( G 2v1 S EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION. t'Y ORIGINAL PLANS STAMPED BY - ANDREW ANDREW WEYGANDT ON:2/11/14 NO. PE #44883 WAIA OZJUM*11*1; 5592900320 82 MONTEREY PL ST��\�\�� 5/8" Poly Gas \\\r 2.6' D P STA. 4+49.9. 5.81T MONTEREY PL NE THRUST BLOCK Aw-, Hu✓wi vrTHuc yr rrHicry mmiiv iv CREA 7E HIGH POINT A T AIR- VAC LOCATION. 10 REPLACE SIDE SEWER TEE PER CITY OF RENTON STANDARD DETAIL. 02 REMOVE EXISTING SANITARY SEWER CLEANOUT AND INSTALL 54" SHALLOW MANHOLE. REVISION 5592900325 76 MONTEREY PL 24.3'RT MONTEREY PL NE 5592900330 70 MONTEREY PL 5592900210 -7-7 N A (n n I T F_ n F_ A/ n l N I F_ i W1721TRIIIIIIIIIIIW.100 • 15 SEE SHEET C-3 WA TER NOTES.• AX COVER MINIMUM. (TYP.), UNLESS OTHERWISE SPECIFIED. A2REMOVE EXISTING FIRE HYDRANT. A.3CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR ABANDONED VA VES) Q4 REPLACE EXISTING 3/4" WA TER SERVICE WITH NEW 1" WA TER SERVICE 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 774IS LOCA TION AHEAD OF WA TER MAIN INSTALLA 71ON TO ESTABLISH LINE AND GRADE. SURVEYED: BRH, INC. DESIGNED: AW DRAWN: AW CHECKED: AG, AW APPROVED: AG, LH SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL- NAVD 1988 HORIZONTAL- NAD 1983/1991 Alt__-T� DATUM A6APPROX1MA7E LOCA 77ON OF EXISTING SANITARY SEWER SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE SEWERS AREA T 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 PVC PIPE SPOOL AND FLEXIBLE FERNCO COUPLINGS -CONCRETE.• RE -SECTIONED WITH ROMAC SADDLE -PVC: RE-SEC77ONED WITH RIGID COUPLINGS OR A ROMAC SADDLE 8A EXIS77NG WA 7FRMAIN MUST REMAIN AC77VE DURING CONS7RUC77ON. INSTALL NEW WA 7ER MAIN BELOW EXIS77NG WA 7ER MAIN IF NECESSARY. R CITY OF t RENTON Planning/Building/Public Works Dept. MONTEREY TERRACE WATER MAIN REPLACEMENT PROJECT MONTEREY PLACE NE STA. 3+00 TO STA. 6+25 a DATE: FEB LLI STA 2+96 \ 5/8" Poly Ga Ln 2.5'DP o C-4 ow \\ N CL� 0 w A6APPROX1MA7E LOCA 77ON OF EXISTING SANITARY SEWER SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE SEWERS AREA T 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 PVC PIPE SPOOL AND FLEXIBLE FERNCO COUPLINGS -CONCRETE.• RE -SECTIONED WITH ROMAC SADDLE -PVC: RE-SEC77ONED WITH RIGID COUPLINGS OR A ROMAC SADDLE 8A EXIS77NG WA 7FRMAIN MUST REMAIN AC77VE DURING CONS7RUC77ON. INSTALL NEW WA 7ER MAIN BELOW EXIS77NG WA 7ER MAIN IF NECESSARY. R CITY OF t RENTON Planning/Building/Public Works Dept. MONTEREY TERRACE WATER MAIN REPLACEMENT PROJECT MONTEREY PLACE NE STA. 3+00 TO STA. 6+25 a DATE: FEB 2014 FIELDBOOK: PAGE: DRAWING NO: C-4 SHEET: 6 F: 20 Ld a z U W O N U LU O rrz LU LU U Q J W rrZ Q rr W H Q W U rrQ rr LU W rrLU H Z O SEE DETA AT RIGHT CTA R� 37 7 — 0 Z 12— =NU (M✓) W/ THRUST BLOCK 5592900290 152 MONTEREY PE Abandon 3/4" Cu 2.5'DP ,5,5929002s,56" Conc Stora 158 MONTEREY PE. N.E. 2'DP STA. 9+30.9, 9.8'R i 1 — 8" 22/2' BEND THRUST BLOCK Abandon 3/4" Cu z'nn AMERICAN SURVEYING & ENGINEERING, LLC (ASE) CONDUCTED AN AS—BUILT SURVEY TO LOCATE ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS. AS—BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY THE BUNO CONSTRUCTION COMPANY ON SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS—CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS—BUILT REDLINE MARKUP DRAWINGS PROVIDED FROM BUNO CONSTRUCTION AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS WERE FIELD SURVEYED IN THEIR AS—BUILT LOCATIONS AND A C C U R A T E L Y R E F L E C T E D H E R E O N. Know what's below. �,_ Call before you dig. ONE -CALL 7-800-424-5555 SEE SHEET C-6 EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION. t'Y ORIGINAL PLANS STAMPED BY: ANDREW WEYGANDT ON:2/11/14 PE #44883 4" Conc SS 3' D P STA. 8+19.0, 10.0'RT MONTEREY PL NE 5592900300 STA 8+08 114 MONTEREY PE. //—A b a n d o n 7 PnwPr C nnrlliitc 3 Conduits 4'DP 5592900180 121 MONTEREY PE 4" Steel Water SEWER NOTES.- WA TER NOTES. - 01 REPLACE SIDE SEWER TEE PER CITY OF RENTON STANDARD DETAIL. SURVEYED: BRH, INC. DESIGNED: AW DRAWN: AW CHECKED: AG, AW NO. REVISION BY DATE APPR APPROVED: AG, LH SCALE: 5592900305 108 MONTEREY PL �1_ U-1 U-1 W W W AX COVER MINIMUM. (TYP.), UNLESS OTHERWISE SPECIFIED. A2REWOVE EXISTING FIRE HYDRANT. A4 REPLACE EXISTING 3/4" WA TER SERVICE WITH NEW 1" WA TER SERVICE 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 LOCA TION AHEAD OF WA TER MAIN INSTALLATION TO ESTABLISH LINE AND GRADE. 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL- NAVD 1988 HORIZONTAL- NAD 1983/1991 Alt ---T\ DATUM 4 R CITY OF t RENTON Planning/Building/Public Works Dept. D E T A I L 22. A6APPROXIMA7E LOCA TION OF EXISTING SANITARY SEWER SERVICE BASED ON AS—BUILT DRAWINGS (TYP.). SIDE SEWERS AREA T APPROX. 2'-5' DEPTH. CONTRACTOR SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT LOCA TION AND DEPTH. LOCATE WA TER 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 PVC PIPE SPOOL AND FLEXIBLE FERNCO COUPLINGS —CONCRETE.• RE—SECTIONED WITH ROMAC SADDLE —PVC: RE—SECTIONED WITH RIGID COUPLINGS OR A ROMAC SADDLE 8Q EXISTING WA 7ERMAIN MUST REMAIN ACTIVE DURING CONSTRUCTION. INSTALL NEW WA TER MAIN BELOW EXISTING WATER MAIN IF NECESSARY. MONTEREY TERRACE WATER MAIN REPLACEMENT PROJECT MONTEREY PLACE NE STA. 6+25 TO STA. 9+75 a DATE: FEB CENTERLINE DATA — MONTEREY PLACE NE LINE/ CURVE BEG STATION END STATION BEG/PC END/PT A R (FT) L (FT) L7 4+68.62 8+19.09 N 179057.12, E 1304853.43 N 179407.52, E 1304860.72 350.48 C5 8+19.09 9+06.41 N 179407.52, E 1304860.72 N 179484.04, E 1304825.26 52'06'46" 96.00 87.32 C6 9+06.41 11+21.84 N 179484.04, E 1304825.26 N 179591.65, E 1304639.65 17.57'01" 687.63 215.43 SEE DETA AT RIGHT CTA R� 37 7 — 0 Z 12— =NU (M✓) W/ THRUST BLOCK 5592900290 152 MONTEREY PE Abandon 3/4" Cu 2.5'DP ,5,5929002s,56" Conc Stora 158 MONTEREY PE. N.E. 2'DP STA. 9+30.9, 9.8'R i 1 — 8" 22/2' BEND THRUST BLOCK Abandon 3/4" Cu z'nn AMERICAN SURVEYING & ENGINEERING, LLC (ASE) CONDUCTED AN AS—BUILT SURVEY TO LOCATE ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS. AS—BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY THE BUNO CONSTRUCTION COMPANY ON SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS—CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS—BUILT REDLINE MARKUP DRAWINGS PROVIDED FROM BUNO CONSTRUCTION AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS WERE FIELD SURVEYED IN THEIR AS—BUILT LOCATIONS AND A C C U R A T E L Y R E F L E C T E D H E R E O N. Know what's below. �,_ Call before you dig. ONE -CALL 7-800-424-5555 SEE SHEET C-6 EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION. t'Y ORIGINAL PLANS STAMPED BY: ANDREW WEYGANDT ON:2/11/14 PE #44883 4" Conc SS 3' D P STA. 8+19.0, 10.0'RT MONTEREY PL NE 5592900300 STA 8+08 114 MONTEREY PE. //—A b a n d o n 7 PnwPr C nnrlliitc 3 Conduits 4'DP 5592900180 121 MONTEREY PE 4" Steel Water SEWER NOTES.- WA TER NOTES. - 01 REPLACE SIDE SEWER TEE PER CITY OF RENTON STANDARD DETAIL. SURVEYED: BRH, INC. DESIGNED: AW DRAWN: AW CHECKED: AG, AW NO. REVISION BY DATE APPR APPROVED: AG, LH SCALE: 5592900305 108 MONTEREY PL �1_ U-1 U-1 W W W AX COVER MINIMUM. (TYP.), UNLESS OTHERWISE SPECIFIED. A2REWOVE EXISTING FIRE HYDRANT. A4 REPLACE EXISTING 3/4" WA TER SERVICE WITH NEW 1" WA TER SERVICE 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 LOCA TION AHEAD OF WA TER MAIN INSTALLATION TO ESTABLISH LINE AND GRADE. 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL- NAVD 1988 HORIZONTAL- NAD 1983/1991 Alt ---T\ DATUM 4 R CITY OF t RENTON Planning/Building/Public Works Dept. D E T A I L 22. A6APPROXIMA7E LOCA TION OF EXISTING SANITARY SEWER SERVICE BASED ON AS—BUILT DRAWINGS (TYP.). SIDE SEWERS AREA T APPROX. 2'-5' DEPTH. CONTRACTOR SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT LOCA TION AND DEPTH. LOCATE WA TER 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 PVC PIPE SPOOL AND FLEXIBLE FERNCO COUPLINGS —CONCRETE.• RE—SECTIONED WITH ROMAC SADDLE —PVC: RE—SECTIONED WITH RIGID COUPLINGS OR A ROMAC SADDLE 8Q EXISTING WA 7ERMAIN MUST REMAIN ACTIVE DURING CONSTRUCTION. INSTALL NEW WA TER MAIN BELOW EXISTING WATER MAIN IF NECESSARY. MONTEREY TERRACE WATER MAIN REPLACEMENT PROJECT MONTEREY PLACE NE STA. 6+25 TO STA. 9+75 a DATE: FEB 2014 FIELDBOOK: PAGE: DRAWING NO: C-5 SHEET: SOF: 20 N U LU O rrz LU LU U Q J W rrZ Q rr W H Q W U rrQ rr LU W rrLU H Z O T i U W U-1 w U-1 W 5592900255 6" Conc, 3'DP /IONTEREY PE. N.E. STA 13+22 5/8" Poly Gas, 2.5'DP %I/-, m STA. 11+63.7, 10.1'RT MONTEREY PL NE 5592900260 1 - 8x8 TEE MJxMJ W1 CONC. 188 MONTEREY PE. N.E. THRUST BLOCK ASBUILT 3- 8"GV (MJ) Water Svc. Meter 5592900265 CUT -IN 6"GV STA: 12+83.0 STA 12+91 182 MONTEREY PE. N.E. 1 - 6 GV MJ CTV 6 20.28 Abandon 3/4" G� 2 - 6" SPOOL ,l-Box1 4 WATCH 2 6'DP /�/� STA 12+22 2 -TRANSITION COUPLING TEL & C VAULT a° CHILDREN, ° /� 5/8 Poly Gas STA 11+38 10+99 2 DP Abandon 3/4" Cu STA. �1-I-0", 21.4RT MONTEREY PL NE Vy 5 MPH" 1 - FH ASSEMBLY PER STD. DETAIL 310.1 �a ��° 4 STA 12+13 2.5'DP 4.5' BURY ©wYa M �° a° ���° Abandon 3/4" Cu 55 900 �o o° a°� 7 6 0 ED P L. N. E. � 27 ° ����� � � 3'DP STA 1�1 +2� "ss P DEC'TALL HEDG Aband ,�./ " C STA 11+13 5' f Conduits WATER NO TES, �ASPH� Q g & r 1.5'DP / / 3'DP STREET siRN a 4 ,,, 13+00 C7 y� l�Wy a Tr v Iter STA 11 +08 1Q 3' COVER MINIMUM. (TYP.), UNLESS OTHERWISE SPECIFIED. 3 Power Con ao� a 21.$ 1.3'DP 559�9oo�T5 "E" " 8 s 4" - M °� '' ° 2 2Q REMOVE EXISTING FIRE HYDRANT. 8 \a / �2 P .p 170 MONTEREY PE. N.E. DwY ® +00 �-Box //, Aj CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR 9aa a e T W Y a 2 6 STA. 11+01.3, 11.0 RT MONTEREY PL NE o o ° ` ,� 7 �° CTV 1 - 8x6 TEE MJxFL W CONC. ABANDONED VALVES) PL SEN Y THRUST BLOCK ASBUILT Q4 REPLACE EXISTING 3/4" WA TER SERVICE W/ TH NEW 1" WA TER \ S - GV (FLxMJ) E 1 6 44 - �� SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL 0 SERVICES) CONNECT NEW METER SETTER AND NEW N GV 188 .89 * a 4 STA 1065 N N COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. STA 13+16 3 U Abandon 3/4 Cu N „ (9 to Tee) Abandon 4 Steel 8" Conc SS 3 DP „� 0 5Q POTHOLE IN TN/S LOCATION AHEAD OF WATER MAIN 2 D P 4.1 ' D P ° x o as INSTALLA 710N TO ESTABLISH LINE AND GRADE. STA 13+18 - 4" Conc SS STA 1+06 (4' to Tee 8 N a ®wYa o ��// N6Q APPROXIMATE LOCATION OF EXISTING SANITARY SEWER 5'DP 4" Steel s STA 10 0 �j SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE 2.9'DP I +, Waterlo+s Meter �4j. F 5/8" Poly �j SEWERS ARE AT APPROX. 2'-5' DEP7H. CONTRACTOR 6.5'LT MONTEREY PL NE �� 4 �, 2 5 water Svc. Meter C SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT STA. 11+63.1, p Cp STA: +s 9 1 - 8" 11X ' BEND MJ W CONC. / • 21'. LOCA TION AND, DEP7H. LOCATE WA 7ER MAIN PIPE JOINT A 7NRUST BLOCK ) / �iy 4 MINIMUM OF 6 FROM SEWER CROSSING, OR AS APPROVED +04 '` 8•• BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED Ss SIDE SEWERS A T OWN EXPENSE AS FOLLOWS. STA 1+13 2 Power Conduits 1.3'DP 2" Poly Gas 2.5'DP AMERICAN SURVEYING & ENGINEERING, LLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY THE BUNO CONSTRUCTION COMPANY ON SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED FROM BUNO CONSTRUCTION AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND A C C U R A T E L Y R E F L E C T E D H E R E O N. Know what's below. �,_ Call before you dig. ONE -CALL 7-800-424-5555 EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION. N STa 1+17- 8" Conc 2'DP t'Y -VITRIFIED CLAY RE-SEC77ONED WITH PVC PIPE SPOOL AND FLEXIBLE FERNCO COUPLINGS -CONCRETE. • RE-SEC71ONED WITH ROMAC SADDLE U -PVC. • RE-SEC77ONED Wl7H RIGID COUPLINGS OR A ROMAC SADDLE U-1 8Q EXISTING WA 7ERMAIN MUST REMAIN AC71 VE DURING W CONSTRUCTION. INSTALL NEW WA 7ER MAIN BELOW m 5 8"G( ,gyp N / D N U-1 C° T 3 1__L_ �/ 70 W ° z / m STA 9+96 a° e/4" Cu SEE SHEET C-7 ORIGINAL PLANS STAMPED BY - ANDREW ANDREW WEYGANDT ON: 2/11 /14 N O • PE #44883 REVISION i W172IT0111111111W.100 • 15 SURVEYED: BRH, INC. DESIGNED: AW DRAWN: AW CHECKED: AG, AW APPROVED: AG, LH SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL- NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM EXISTING WATER MAIN IF NECESSARY. CITY OF mu RENTON Planning/Building/Public Works Dept. MONTEREY TERRACE WATER MAIN REPLACEMENT PROJECT MONTEREY PLACE NE STA 9+75 TO STA 13+50 a DATE: CENTERLINE DATA - MONTEREY PLACE NE LINE/ BEG STATION CURVE END STATION BEG/PC END/PT A R (FT) L (FT) C6 9+06.41 11+21.84 N 179484.04, E 1304825.26 N 179591.65, E 1304639.65 17'57'01" 687.63 215.43 C7 11+21.84 14+29.07 N 179591.65, E 1304639.65 N 179634.98, E 1304338.09 25'46'07" 307.23 683.13 5592900255 6" Conc, 3'DP /IONTEREY PE. N.E. STA 13+22 5/8" Poly Gas, 2.5'DP %I/-, m STA. 11+63.7, 10.1'RT MONTEREY PL NE 5592900260 1 - 8x8 TEE MJxMJ W1 CONC. 188 MONTEREY PE. N.E. THRUST BLOCK ASBUILT 3- 8"GV (MJ) Water Svc. Meter 5592900265 CUT -IN 6"GV STA: 12+83.0 STA 12+91 182 MONTEREY PE. N.E. 1 - 6 GV MJ CTV 6 20.28 Abandon 3/4" G� 2 - 6" SPOOL ,l-Box1 4 WATCH 2 6'DP /�/� STA 12+22 2 -TRANSITION COUPLING TEL & C VAULT a° CHILDREN, ° /� 5/8 Poly Gas STA 11+38 10+99 2 DP Abandon 3/4" Cu STA. �1-I-0", 21.4RT MONTEREY PL NE Vy 5 MPH" 1 - FH ASSEMBLY PER STD. DETAIL 310.1 �a ��° 4 STA 12+13 2.5'DP 4.5' BURY ©wYa M �° a° ���° Abandon 3/4" Cu 55 900 �o o° a°� 7 6 0 ED P L. N. E. � 27 ° ����� � � 3'DP STA 1�1 +2� "ss P DEC'TALL HEDG Aband ,�./ " C STA 11+13 5' f Conduits WATER NO TES, �ASPH� Q g & r 1.5'DP / / 3'DP STREET siRN a 4 ,,, 13+00 C7 y� l�Wy a Tr v Iter STA 11 +08 1Q 3' COVER MINIMUM. (TYP.), UNLESS OTHERWISE SPECIFIED. 3 Power Con ao� a 21.$ 1.3'DP 559�9oo�T5 "E" " 8 s 4" - M °� '' ° 2 2Q REMOVE EXISTING FIRE HYDRANT. 8 \a / �2 P .p 170 MONTEREY PE. N.E. DwY ® +00 �-Box //, Aj CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR 9aa a e T W Y a 2 6 STA. 11+01.3, 11.0 RT MONTEREY PL NE o o ° ` ,� 7 �° CTV 1 - 8x6 TEE MJxFL W CONC. ABANDONED VALVES) PL SEN Y THRUST BLOCK ASBUILT Q4 REPLACE EXISTING 3/4" WA TER SERVICE W/ TH NEW 1" WA TER \ S - GV (FLxMJ) E 1 6 44 - �� SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL 0 SERVICES) CONNECT NEW METER SETTER AND NEW N GV 188 .89 * a 4 STA 1065 N N COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. STA 13+16 3 U Abandon 3/4 Cu N „ (9 to Tee) Abandon 4 Steel 8" Conc SS 3 DP „� 0 5Q POTHOLE IN TN/S LOCATION AHEAD OF WATER MAIN 2 D P 4.1 ' D P ° x o as INSTALLA 710N TO ESTABLISH LINE AND GRADE. STA 13+18 - 4" Conc SS STA 1+06 (4' to Tee 8 N a ®wYa o ��// N6Q APPROXIMATE LOCATION OF EXISTING SANITARY SEWER 5'DP 4" Steel s STA 10 0 �j SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE 2.9'DP I +, Waterlo+s Meter �4j. F 5/8" Poly �j SEWERS ARE AT APPROX. 2'-5' DEP7H. CONTRACTOR 6.5'LT MONTEREY PL NE �� 4 �, 2 5 water Svc. Meter C SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT STA. 11+63.1, p Cp STA: +s 9 1 - 8" 11X ' BEND MJ W CONC. / • 21'. LOCA TION AND, DEP7H. LOCATE WA 7ER MAIN PIPE JOINT A 7NRUST BLOCK ) / �iy 4 MINIMUM OF 6 FROM SEWER CROSSING, OR AS APPROVED +04 '` 8•• BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED Ss SIDE SEWERS A T OWN EXPENSE AS FOLLOWS. STA 1+13 2 Power Conduits 1.3'DP 2" Poly Gas 2.5'DP AMERICAN SURVEYING & ENGINEERING, LLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY THE BUNO CONSTRUCTION COMPANY ON SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED FROM BUNO CONSTRUCTION AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND A C C U R A T E L Y R E F L E C T E D H E R E O N. Know what's below. �,_ Call before you dig. ONE -CALL 7-800-424-5555 EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION. N STa 1+17- 8" Conc 2'DP t'Y -VITRIFIED CLAY RE-SEC77ONED WITH PVC PIPE SPOOL AND FLEXIBLE FERNCO COUPLINGS -CONCRETE. • RE-SEC71ONED WITH ROMAC SADDLE U -PVC. • RE-SEC77ONED Wl7H RIGID COUPLINGS OR A ROMAC SADDLE U-1 8Q EXISTING WA 7ERMAIN MUST REMAIN AC71 VE DURING W CONSTRUCTION. INSTALL NEW WA 7ER MAIN BELOW m 5 8"G( ,gyp N / D N U-1 C° T 3 1__L_ �/ 70 W ° z / m STA 9+96 a° e/4" Cu SEE SHEET C-7 ORIGINAL PLANS STAMPED BY - ANDREW ANDREW WEYGANDT ON: 2/11 /14 N O • PE #44883 REVISION i W172IT0111111111W.100 • 15 SURVEYED: BRH, INC. DESIGNED: AW DRAWN: AW CHECKED: AG, AW APPROVED: AG, LH SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL- NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM EXISTING WATER MAIN IF NECESSARY. CITY OF mu RENTON Planning/Building/Public Works Dept. MONTEREY TERRACE WATER MAIN REPLACEMENT PROJECT MONTEREY PLACE NE STA 9+75 TO STA 13+50 a DATE: FEB 2014 FIELDBOOK: PAGE: DRAWING NO: C-6 SHEET: QOF: 20 Ld a z U w O N C) W 0 rr n z LU G LU C) Q J n LU rr z rrLU LU U rrQ rr LU W rrLU H Z O CENTERLINE DATA — CAPRI AVENUE NE LINE/ BEG STATION CURVE END STATION BEG/PC END/PT L (FT) L8 1+00.00 7+40.34 N 179604.04, E 1304604.68 N 178963.83, E 1304591.42 640.34 L9 7+40.34 8+05.51 N 178963.83, E 1304591.42 N 178898.67, E 1304590.43 65.17 1 U I- U -1 U-1 W W W AMERICAN SURVEYING & ENGINEERING, LLC (ASE) CONDUCTED AN AS—BUILT SURVEY TO LOCATE ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS. AS—BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY THE BUNO CONSTRUCTON COMPANY ON SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS—CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS—BUILT REDLINE MARKUP DRAWINGS PROVIDED FROM BUNO CONSTRUCTION AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS WERE FIELD SURVEYED IN THEIR AS—BUILT LOCATIONS AND A C C U R A T E L Y R E F L E C T E D H E R E O N. Know what's below. �,_ Call before you dig. ONE -CALL 7-800-424-5555 EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION. STA 3+93- 5/8" Poly Gas 3'DP t'Y ORIGINAL PLANS STAMPED BY: ANDREW WEYGANDT ON:2/11/14 PE #44883 5"m REMOVE EXI TSING TREE AND ROCKS AT HYDRANT PAD LOCATION. 5592900230 CAPRI AVE 2" Conduit 5/8" Poly Gas 3.9'DP SDP REVISION i /. W.100 • 15 SURVEYED: BRH, INC. DESIGNED: AW DRAWN: AW CHECKED: AG, AW APPROVED: AG, LH SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 5592900225 116 CAPRI AVE VERTICAL- NAVD 1988 HORIZONTAL- NAD 1983/1991 Alt__`\� DATUM I- U -1 W W W W Abandon 3/4" Cu 3.9'DP WA TER NOTES: 0 20 40 1 "= 20' AX COVER MINIMUM. (TYP.), UNLESS OTHERWISE SPECIFIED. A4 REPLACE EXISTING 3/4" WA TER SERVICE WITH NEW 1" WA TER SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL SERVICES) CONNECT NEW METER SETTER AND NEW COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. A6APPROXIMA7E LOCA TION OF EXISTING SANITARY SEWER SERVICE BASED ON AS—BUILT DRAWINGS (TYP.). SIDE SEWERS AREA T 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 PVC PIPE SPOOL AND FLEXIBLE FERNCO COUPLINGS —CONCRETE.• RE—SECTIONED K17H ROMAC SADDLE —PVC: RE—SECTIONED WITH RIGID COUPLINGS OR A ROMAC SADDLE. R CITY OF t RENTON Planning/Building/Public Works Dept. MONTEREY TERRACE WATER MAIN REPLACEMENT PROJECT CAPRI AVE NE STA. 2+25 TO STA. 7+00 a DATE: FEB 2014 FIELDBOOK: PAGE: DRAWING NO: C-7 SHEET: 9 F: 20 N CUT—IN 24"X12'" TEE. INSTALL: 1 — 247X12- TEE (FLxFL) 1 — CONC. THRUST BLOCK 1 — 24" BUTTERFL Y GV (FLxMJ) 1 — 12" GV (FLxMJ) � 2 — 24" SPOOL � 2 — TRANSITION COUPLING Ld z W w 0 o rr n � M Z W 5 W Z U Q r W — - HP rr I Z STA 1+15.2, 11.11T MONTEREY DR NE Q 1 — 12" 90' BEND (MJxMJ) W/ MEGA—LUG JOINT RESTRAINT rr 1 — CONC. THRUST BLOCK W Q 00 3:W C) Q rr rr _ FU THOLE THIS L CA TION W IN ADVANCE W O LU STA 1+34.2, 24.6'RT MO TEREY DR NE W 1 — FIRE HYDRANT ASSE LY Z O Un ti N/ p - o 4Q !!! WARNING!!! EXISTING 8" GAS LINE. CONTRACTOR SHALL CONTACT PSE A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION. PSE Q� PERSONNEL SHALL BE ONSITE AS Co REQUIRED DURING CONSTRUCTION. O O an- I� MON a �— 0p O p STA 1+44.9, 5.3'RT MONTEREY DR NE a a 1 — 12 W" TEE (MJxFL) W/ MEGA—LUG JOINT RESTRAINT 1 — CONC. THRUST BLOCK 1 — 8 -GV (FLxMJ) � S,15S / 14LF 12" CL -52 DI W/ POL YWRAP & MEGA—LUG JOINT RESTRAINT INSERT POL 1'PIG. INSTALL 8" CAP (MJ) AND TEMPORARY 2- BLOW—OFF ASSEMBLY W/ TEMPORARY THRUST BLOCKING. N A5P � r✓ 12 4 p p 4 p ap p Q a ° p a a p p a a a a � a a 1.5 STA 1+56.9, 11.9RT MONTEREY DR NE INSTALL COMBINED BEND: (T) 1 — 12" 22/2' BEND (MJxFL) W/ MEGA—LUG RETAINER GLAND 1 — 12" 11%4' BEND (MJxFL) W/ MEGA—LUG RETAINER GLAND 2— CONC. THRUST BLOCK • RE SHOWN ONE—CALLEXISTING REF REN ETILITIES ON Y ACONTRACTOR OR SHALL FLOCATE 1-800-424-5555 UTILTIESI ELD A MINIMUM OFL72XISTING HOURS Know what's below. PRIOR TO CONSTRUCTION. Call before you dig. u CONNECTION DETAIL MONTEREY DR NE & NE 3RD ST SCALE: 1"=10' ORIGINAL PLANS STAMPED BY: I ANDREW WEYGANDT ON:2/11/14 NO. PE #44883 12" 90' Bend REVISION CIO 00 OO NORTH 2 LF - 2 LF O gj rA v !!! WARNING!!! EXISTING 8" GAS LINE. CONTRACTOR Z SHALL CONTACT PSE A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION. PSE Qe �0 PERSONNEL SHALL BE ONSITE AS 00 REQUIRED DURING CONSTRUCTION. O all - a �— p 4 / p p' � p p O Q p 4 p Q 4 Q 4 p a i o, Water Svc. Meter STA: 1+58.7 23.9R INAL CONNECTION DETAIL 12"x8" Reducer 12 22.5' 22.5' Vertical Bend Bend 12" Casing, 14 LF 1 LF 12"x8" Reducer 9 LF 1" Service 12 x 8 Reducer 12 x 8 Reducer STA 1+58.7- 23.9' Rt 30 SURVEYED: BRH, INC. DESIGNED: AW DRAWN: AW CHECKED: AG, AW BY DATE APPR APPROVED: AG, LH SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PSP REMOVE TEMPORARY BLOW—OFF AND CONNCET TO NEW 12" DI. 1 — 12" SPOOL 1 — 12" SLEEVE Sleeve VERTICAL NAVD 1988 HORIZONTAL NAD 1983/1991 DATUM TESTING DETAIL FINAL CONNECTION DETAIL CONNECTION DETAIL STA. 8+82.6 MONTEREY PL NE SCALE: 1"=10' AMERICAN SURVEYING & ENGINEERING, LLC (ASE) CONDUCTED AN AS—BUILT SURVEY TO LOCATE ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS. AS—BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY THE BUNO CONSTRUCTON COMPANY ON SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS—CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS—BUILT REDLINE MARKUP DRAWINGS PROVIDED FROM BUNO CONSTRUCTION AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS WERE FIELD SURVEYED IN THEIR AS—BUILT LOCATIONS AND A C C U R A T EL Y R E F L E C T E D H E R E O N. NORTH DATE: CITY 0 MONTEREY TERRACE WATER MAIN FEB 2014 REPLACEMENT PROJECT FIELDBOOK: R E N TO N PAGE: CONNECTION DETAILS DRAWING N0: Planning/Building/Public Works Dept. D— SHEET. OF:2 0 W 004 w a z U W O ry n Ld a z U W O N 3:1 LEGEND U LU O rrz LU LU U Q J W rrZ Q rr W H Q W U rrQ rr LU W rrLU H Z O IP FIL TER FABRIC INLET PR07EC71ON PROPOSED ROAD WA Y MONTEREY PLACE NE RESTORA TION AREA EX. CONCRETE CURB & GUTTER TO REMAIN UNDAMAGED AND IN-PLACE. 2" HMA (CL. 1/2" PG 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 BACKFILL MATERIAL AS REQUIRED BY THE ENGINEER: - NATIVE MATERIAL - SELECT IMPORTED TRENCH BACKFILL - CRUSHED ROCK - FLOWABLE FILL REPLACE PAVEMENT AND SUBGRADE BETWEEN EDGE OF TRENCH AND FACE OF GUTTER. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND TEMPORARILY PATCHED WITH 2" MIN. HOT MIX ASPHALT AT END OF EACH WORK DAY. THE FINAL PATCH SHALL BE INSTALLED WITHIN TWO (2) WEEKS OF FINAL INSPECTION AND TRANSFER OF SERVICE TO THE NEW WATER MAIN. 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. Know what's below. �,_ Call before you dig. TRFNC;H RESTORATIoN nFTAII ONE -CALL 7-800-424-5555 EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION. t'Y ORIGINAL PLANS STAMPED BY - ANDREW ANDREW WEYGANDT ON:2/11/14 NO. PE #44883 REVISION AMERICAN SURVEYING & ENGINEERING, LLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY THE BUNO CONSTRUCTION COMPANY ON SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED FROM BUNO CONSTRUCTION AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND A C C U R A TE L Y R E F L E C T E D H E R E O N. i /. .10.5 SURVEYED: BRH, INC. DESIGNED: AW DRAWN: AW CHECKED: AG, AW APPROVED: AG, LH SCALE: 1 "=50' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL- NAVD 1988 HORIZONTAL- NAD 1983/1991 Alt__-T� DATUM 4 '4 R CITY OF t RENTON Planning/Building/Public Works Dept. MONTEREY TERRACE WATER MAIN REPLACEMENT PROJECT ROADWAY RESTORATION AND TESC PLAN DATE: FEB 2014 FIELDBOOK: PAGE: DRAWING N0: D-3 SHEET: 9 F: 20