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Home My WebLink AboutW-367406Ld 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