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Home My WebLink AboutW-367403N 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