Loading...
HomeMy WebLinkAboutW-367408N 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