The URL can be used to link to this page

Home My WebLink AboutW-367404N 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