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Home My WebLink AboutW-367405N 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 POTHOLE 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 POTHOLE 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 SEWERS ARE AT APPROX. 2'--5' DEP7H. CONTRACTOR Water Svc. Meter bndon2+49 Cu 2.5'DP m49 STA 2+ STA: 1+76.8 20.9L 'D Cn/ 3 Conduits b AjCLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR a J Box 3'DP ECD. TC &° CTV° D WY a 4'CW BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED _ 0 " �� SEWERS A T OWN EXPENSE AS FOLLOWS: A4SIDE 193 LF " _ w ao WV= 8:57 SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL 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 SEWERS ARE AT APPROX. 2'--5' DEP7H. CONTRACTOR 172.34 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. 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. ,MAW_i�U G 2J1 S t'Y %j 5/8" Pol 2.5'DP 52 MONTEREY PE. N.E. 58 MONTEREY PE. N.E. 5592900335 64 MONTEREY PE. N.E. SEWER NOTES.• 10 REPLACE SIDE SEWER TEE PER CITY OF RENTON STANDARD DETAIL. 02 REMOVE EXIS71NG SANITARY SEWER CLEANOUT AND INSTALL 54" SHALLOW MANHOLE. ORIGINAL PLANS STAMPED BY - ANDREW ANDREW WEYGANDT ON:2/11/14 NO. PE #44883 REVISION 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 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 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 WATER NOTES• A6APPROXIMATF LOCA 71ON OF EXIS77NG SANITARY SEWER AX COVER MINIMUM. (TYP.), UNLESS 07HERMSE SPECIFIED. SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE SEWERS ARE AT APPROX. 2'--5' DEP7H. CONTRACTOR A2REMOVE EXISTING FIRE HYDRANT. SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT LOCA TION AND DEPTH. LOCA TF WA 7ER MAIN PIPE JO/NT 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 SEWERS A T OWN EXPENSE AS FOLLOWS: A4SIDE REPLACE EXISTING 3/4" WATER SERVICE WITH NEW 1" WATER SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL -VITRIFIED CLAY.• RE-SEC77ONED K17H 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 LOCA77ON AHEAD OF WATER MAIN -CONCRETE: RE-SEC77ONED K1774 ROMAC SADDLE INSTALLA 710N TO ESTABLISH LINE AND GRADE. -PVC: RE-SEC77ONED K17H RIGID COUPLINGS OR A ROMAC SADDLE 8A EXIS77NG WA TERMAIN MUST REMAIN AC77VE DURING CONSTRUCTION. INSTALL NEW W47ER MAIN BELOW EXIS77NG WATER MAIN IF NECESSARY. 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