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HomeMy WebLinkAboutW-403305M M O CV I oC TL# 119=4.5' 44LFWIDE INFILTRATION TRENC PER FIG C.2.2.A1 CONNECT FOOTING DRAIN TO GRAVEL SUMP PER FIG C.2.2.0 IE=112 19LF 4" PVC@ 2% FOOTING DRAIN — YARD DRAIN f00 txti 2 EA RED SUNSET fit, MAPLE 2" I CALIPER w STA 4+48, 7.5' RT INSTALL 2" PRV DUE TO WATER A PRESSUREN OVER 80 PSI 2' x 6" ROCK PA STA 4+58, ! INSTALL 8" CAP W/CONC. BLOCK. INSTALL 2 BLOW- PERMIENT ASSEMBLY PER COR STD 340.1 W. CONC. BLOCK. NEW ASPHA T INSTALL 8" VERTICAL CROSS PER COR STD 300.6 FOR REMOVAL OF TL#3342700444 POLY PIG FOUND EXISTING REBAR AND CAP (02/170 1501 1401 130 120 - 110 - DATUM ELEV 105.00 0 ao 4 62 I RI/-11\LJ LJI\/'iIIV M = 118 FIRE HYDRANT ASSMBY. SEE FH. DETAIL W. CONC. BLOCK. PORTION OF THE SW 1/4 OF THE NW 1/4 SECTION 32, TOWNSHP 24 N, RANGE 5 E, W.M. CITY OF RENTON, WASHINGTON 0TY OF RENTON PERWT NUMBER C 18005570 82LF 4.5FT — — LE INFILTRATION EXISTING MON S88°41'17"E 972.24'(ROS) DRENCH PER FIGURE C.2.2.A N= IN CASE (02/17) NORTH 38TH STREET ,� FOUND 1/2" REBAR E_ AND CAP 10' SEWER EASEMENT TL# 1190500020 10' SET 1 /2" REBAR 4& CAP LS# 38992 5 PrANT V I I L I \ 1 \ I L CALIPER PER STD# 320.1 I I 22.5' INGRESS AND EGRESS EASEMENT RIM EL - 131.80' RECORDING NO. 4846367 INV EL - 118.00' E/W APPROXIMATE LOCATION STA 3+34 OF WATER SERVICES INTALL (2) 45°BEND (MJ) CONTRACTOR TO VERIFY 2-FT 8"DI PIPE AS SHOWN ON DWG LOCATION PRIOR TO INSTALLATION 2-CONC BLOCKING ON 8" WATERLINE STA 4+58 INSTALL 2" BLOW OFF PERMIENT ASSEMBLY PER COR STD 340.1 STA 4 48 7.5' RT W. CONC. BLOCK. INSTAL 2" PRV DUET WATER PRESS REN OVER 80 PSI _ WATERMETER INSTALL FIRE HYDRANT A MIN - 11 --- 10.0' MIN WEST OF INSTALL 1" LINE UNDER EXISTING SEWER IINE EXISTING DITCH 8% 6" DI. TEE (MJxFL) 6" GATE VALVE (FLxMJ) FIRE HYDRANT ASSMBY. 50SEE FH. DETAIL 4 00 W CONC. BLOCK. EX PROFILE RIM EL - 125.07' INV EL - 117.17' JE,N,SW 3+50 3+00 A N S T E Y 8627 NE 180th St. ae, WA E N G I N E E R I N G PHONE BOTHELL( 06)9 8013031 7639 1 /9/2019 EMAIL: benonstey©ansteyengineering.com 3.5 MIN COVER SSMH RIM EL - 131.80' INV EL - 118.00' E/W 458LF 8„ CLASS 52mono �I NEW WATER MAIN ASPHALT INSTALLED BY PRI 7000385 817003480—`,'3 STA 0+00, 5'LT 12"X8" TAPPING TEE (MJxFL) 1-8" GATE VALVE (FLxMJ) — —'"- I Uk-AN 11'C/-AU 1 Ur-\ 1 U rr�U I LU I FILL LA VV/1 I LI'C JLl'C VIUr- LIIVLJ 4 OF 7 FOR IN ACCESS ROAD DURING CONSTRUCTION OF NEW WATE MAIN DETAIL AND OTHER UTILITIES. A TEMPORARY 2" WATER LINE MAY BE REQUIRED DURING THE CONSTRUCTION OF THE NEW WATER MAIN. EX PROFILE INSTALL 1 INCH EX 120LF 8" S= 0.74% WATERMETERS PER STD# 320.1 INSTALL " ACCESS EASEMENT PROFILE EXISTINGIDITCHE UN ER N0. rn o o 2 50 2 00 1 50 REVISION SCALE: HORIZ. 1 "=20' VERT. 1 "=10' SURVEYED: TOUMA DESIGNED: TOUMA DRAWN: DAN CHECKED: MHT BY DATE AP P R APPROVED: „ S- 10.6 EX 395LF 8 20' 0' 10' 20' 0' 5' 10' SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PROTECT EXISTING / WATER METERS & LINES DURING CONSTRUCTION SURVEY NOTES INSTRUMENT: SPECTRA PRECISION FOCUS 35 TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES - — WAC 332-130-090 DATE OF SURVEY: FEBRUARY 2017 BASIS OF BEARING: PARK AVE N (SO1°52'54"W) BENCHMARK: MON IN CASE AT INTERSECTION EXISTING MON OF PARK AVE N & N 40TH ST IN CASE (02/17) ELE - 98.43' N = SITE BENCHMARK: TOP OF SSMH RIM (EL-125.07') E = o REFERANCE SURVEYS: ROS# 20050708900001 _ Qf Do = LEGEND z I � Q CB (TYPE 1) �T TELEPHONE VAULT Of w O O❑ STMH (TYPE 11) ° TELEPHONE CABINET m )N LL- Z (S SANITARY SEWER MH TV CABINET 00 SIGN N o W WATER VALVE m cO CONIFER TREE % WATER METER SERVICE W FIRE HYDRANT 0 DECIDUOUS TREE N UTILITY POLE HEDGE CN LO Q E-- GUY WIRE ® MONITORING WELL o C ® SIGNAL CABINET MAIL BOX ® POWER JUNCTION BOX 0 3 LIGHT POLE + PK NAIL I EL M GAS VALVE ® MON IN CASE/ ©POWER VAULT ° EX REBAR / PIPE AS NOTED =RVI POWER PEDESTAL CUT AN PATCH ROAD SET 1 /2" REBAR GRIND AND OVERLAY 50' LSD CAP w 38992 w of OIL FILL CAP (ROS) RECORD OF SURVEY (P) PLAT (M) MEASURED - ' S S OWNER STA +6.5 LT, TO STA 10+00, o INTALL (2) 45°BEND (MJ) PAU L MILLER ro 10-F 8 DI PIPE AS SHOWN ON DWG 3731 PARK AVE N 2 CONIC BLOCKING rl-0 RENTON, WA 98055 N w � 206-954-1137 EXISTING MON IN CASE (02/17) EX D�fAWAUY+g.�T LF9,R TTdES�AT-m�01 INTALL 2 45°BEND M 10-FT 8"DI PIPE AS S OWN ON DWG ® r NC BLOCKING �r UNTIL NEW SERVICES ARE INSTALLED. REMOVE TO MAIN AFTER NEW METERS ARE INSTALLED. 00 50 STA 5+61, 51T J 12"X8" TAPPING TEE (MJxFL) 1-8" GATE VALVE (FLxMJ) TEMPORARY PLUG (MJ) TO BE REMOVED ON FINAL CONNECTION 8" SLEEVE (MJ) 8" DI SPOOLS ON FINAL CONNECTION BY CITY FORCES W/ CONCRETE BLOCKING DETAIL VERTICAL: NAVD 1988 Y HORIZONTAL: NAD 1983/1991 o CITY 0 F RENTON F N T 0 Planning/Building/Public Works Dept. ENGINEER/SURVEYOR TOM TOUMA (ENGINEER) 15o TOUMA ENGINEERS AND LAND SURVEYORS, PLLC 255 SW 41st STREET RENTON, WA 98057 425-251-0665 140 DAN TOUMA (SURVEYOR) TOUMA ENGINEERS AND LAND SURVEYORS, PLLC 255 SW 41st STREET 130 120 110 W-403305_ 00 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS DEVELOPMENT ENGINEERING WATER UTILITY Justin Johnson 02/05/2019011Abdoul Gafour 02/05/2019 '� 3731 PARK AVE N WATER EXTENSION PLAN PERMIT NUMBER C 18005570 9/12/2018 FIELDBOOK: PAGE: DRAWING NO: 525-380 SHEET: OF: 5 7