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POWER PROLE I II II I I UI I I I I , I , , I , I , NOTE: ANY FIELD CONFLICTS WITH EXISTING UNDERGROUND UTILITIES AND/OR IF THERE IS -------------- NOT ------------ NOT 5 FEET MINIMUM SEPARATION FROM UNDERGROUND UTILITIES, THEN THE PROPOSED WATER MAIN ON THE NE 4TH STREET FRONTAGE OF ADJACENT PARCEL 1523059112 WILL BE REQUIRED TO BE RELOCATED. EASEMENT FROM THE OWNER OF PARCEL 1523059112 MAY BE REQUIRED FOR THE WATER MAIN RELOCATION. NO. UTILITY CROSSING IE 6" SD=394.70 T/P 12" W=394.20 INSTALL ETHAFOAM PER DETAIL ON SHT-�.117� — J 11' UTILITY SEPERA' FH SD O N UTILITY CROSSING IE 15" SD=394.09 T/P 12" DI W=393.59 INSTALL ETHAFOAM PER N DETAIL ON SHT C17 V) N SD EX. 10" W W W W O -- - l SD ' SD SD j �s I� UTILITY CROSSING IE 12" SD=393.80 TP 12" DI W=393.45 INSTALL ETHAFOAM PER DETAIL ON SHT C17 .3 0 CB N 6" SS UTILITY CROSSING TP 6" SS=388.83 IE 12" DI W=391.50 -- S S SPRINKLER ROOM-/ DS GAS METER DRDS TRANSFORMER — W (UG) AND FDC �I /I POWER METER I 0 (2) POWER CONDUITS UTILITY CROSSING , TP 12" SID 392.5± I a IE 12" SD=394.55 F (2) POWER CONDUITS I I ° ----------- UTILITY UTILITY CROSSING TP 12" SD=392.65 IE 12" SD=393.90 INSTALL ETHAFOAM PER DETAIL ON SHT IC17 1 O 00 hill 1fK6]0&-KZm IE 18" SD=393.00± TP 12" DI W=392.50± INSTALL ETHAFOAM PER DETAIL ON SHT C17 I I I (D / / / / / / U� z O U� LJ QI-G t4 A(jS �z o n U 2 2�G CO Q- <7/NG ENG�N�tG 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES O LU avo 0- LUchqqT W ~ � C:) in 9 F- (-) Cl) Q z Q W 3:: O Q z W Z<� W 0 0 Q VJ O� GUY y�9 'PC�I)i WASy/ A, � r N Z 38950 p �4 S 00 A/ M 6/11/2018 RECOMMENDED FOR APPROVAL By: Dote: By: Dote: By: Dote By: Dote U� z O U� LJ QI-G t4 A(jS �z o n U 2 2�G CO Q- <7/NG ENG�N�tG 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES O LU avo 0- LUchqqT W ~ � C:) in 9 F- (-) Cl) Q z Q W 3:: O Q z W Z<� W 0 0 Q VJ O� GUY y�9 'PC�I)i WASy/ A, � r N Z 38950 p �4 S 00 A/ M 6/11/2018 z to I� 00 �11TT::. Project #: 12740 Aaaress: 4815 NE 4TH AVE RENTON, WA UTILITY PLAN wing Ivo.: C6 of 25 SURVEYED. SCALE. LAIL, DESIGNED- 1 "=30' HORIZONTAL. NAD 1 VERTICAL, "AVD 19�83/1991 CITY OF AS BUILT S TORAGE ONE ON 4TH EXPANSION 9 'I � KEH RENTON N A�= Permit NO. U15008468 PAGE: 01' DRAW � RDC/KEH oNE ,NC„ DATUM DRAIIIING W. CHECKEDKEH Ai FULL SCALE Plonning/Building/Public Works Dept. IF NOT INCH REVISION BY DATE APPR APPROVED -SCALE ACCORDINGLY SHEET- OF: JGH 4815 NE 4TH AVE W-389601 S-389601 R-389606 LJ o o N 0 C4 0 C4 0 C4 0 C4 0 C4 N 00 Lr) 00 CN 00 00 Lr t\0 t\0 t\0 W W LLJ Y W W W W W Y Y Y Y Y Y Y j m W W W Y w w w Y Y 0_ Y `1 `1 `1 Ln Z W ME LJ 0_' 0 w o- U W H O N z W W o- z o o U Ln w Z O W U m O L-1 w Q U W z w O J o a - Z Q W 0_' Z OO U m L� 3 N m 0' D d L) O o o0 0- J U Q N Ln Ln 0 > m W W >- W W W W of Q z to I� 00 �11TT::. Project #: 12740 Aaaress: 4815 NE 4TH AVE RENTON, WA UTILITY PLAN wing Ivo.: C6 of 25 SURVEYED. SCALE. LAIL, DESIGNED- 1 "=30' HORIZONTAL. NAD 1 VERTICAL, "AVD 19�83/1991 CITY OF AS BUILT S TORAGE ONE ON 4TH EXPANSION 9 'I � KEH RENTON N A�= Permit NO. U15008468 PAGE: 01' DRAW � RDC/KEH oNE ,NC„ DATUM DRAIIIING W. CHECKEDKEH Ai FULL SCALE Plonning/Building/Public Works Dept. IF NOT INCH REVISION BY DATE APPR APPROVED -SCALE ACCORDINGLY SHEET- OF: JGH 4815 NE 4TH AVE W-389601 S-389601 R-389606 LID 00 CID 00 n 0 d U (n Q N O 00 O N CID Q) E d 0 0 I 0 v r N V) d / O r- N 1-1 U) CDO O N 1-16 6 LT FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA f-5110- OR COMPRESSION TYPE SUCH AS CLOW MEDALLION: M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS, 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4-875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE- 1-1/4" PENTAGON OPERATING NUT- FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL- PUMPER CONNECTIONTO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED - MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875 x 5" STORZ 5'x5'x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK. EXPANSION JOINT AT BACKOF SIDEWALK CONCRETE Ell) LK OR PLANTING STRIP 36' MIN COVER i CONCRETE J THRUST BLOCK 16" x 8" x 4" MININUM CONCRETE BEARING BLOCK UNDER HYDRANT CUT TWO-PIECE CAST IRON VALVE BOX WITH LUG r� TYPE COVER- EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED - RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE CONCRETE BLOCKING MAIN LINE TEE. WITH 6- FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR -TEN STEEL TIE RODS. 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK V ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND MIN 3' RADIUS ONE MAN ROCK - 1 6 6" CONCRETE PAD r LEVELAL1 GROUND MIN 3' RADIUS /6" CONCRETE PAD FI LL HYDRANT LOCATION IN CUT OR FILL PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD, PLAN — 310.1 + ; DEPARTMENT MARCH 2010 PRECAST CONCRETE VAULT WITH 3 - 3'x 3' ONE EACH SIDE 4"x 2 1/2" FIRE DEPARTMENT DOUBLE HINGED STEEL PLATE COVERS. DIMENSIONS CONNECTION FOR STAND PIPE WITH 5-8"x 11'-2"x 7'-2" EQUAL TO UTILITY 4" ADAPTER, FL.x SCREWED BREAKABLE CAST IRON HOSE CAPS. VAULT OR EQUAL 4"x4%6" BULL HEAD TEE, FL. ONE EACH SIDE EQUAL TO GRINNEL TOUCH READ PIT LID SENSOR FIG. 1682 WITH HOSE CAPS FIG. 1333. MOUNTED ON STEEL PLATE 6" PIPE FL.x 6" SWING TYPE GRAVITY OPERATED COVER THROUGH 2" DIA. FL 2'-O" LO CHECK VALVE, FL. EQUAL TO DRILLED HOLE IN COVER. MUELLER CO. A-2600-6 WITH BALL THE BY-PASS ASSEMBLY SHALL BE DRIP VALVE AT BOTTOM INCLUDED AS PART OF THE DETECTOR INSTALL EPDXY NON -SHRINK DOUBLE CHECK VALVE ASSEMBLY. 18" FOR 10" ASSEMBLY GROUT (TYP.) 5/8"x3/4" SENSUS SRI] (TR/PL) METER 17 1/2" FOR 8" ASSEMBLY 6" PIPE, FL.x FL. 3'0" LONG WITH ICE REGISTER. 18 1/2" FOR 6" ASSEMBLY 3'-0" 4” AND LARGER BENDS AND TEES TO BE CAST 11 - 2 6"& 8" ASSEMBLY. 6" SHORT cI n PRIVATE RADIUS 90' BEND FL. z PIPING PIPING 10" ASSEMBLY 90' 8"X6" s BEND FL TEE (MJ x FL)REDUCING 3-2" 1/8" MIN. THICKNESS 6" 90' BE FL. GATE VALVE (FL x MS) 21 / 2-1/4" INSIDE MEASUREMENT 3. -TO CITYMAIN TO BUILDING 12" ALL AROUND/ 2 6 DEADMAN INSULATED ENCLOSUR BLOCK CONCRETE REQUIRED. . BLOCKING "HOT BOX" OR EQUAL THE PIPE IN VAULT OPENING. AFTER COMPLETE 10",8",6" FLxMJ ADAPTOR ALL DETECTOR DOUBLE CHECK VALVE 10", 8" OR 6" FL.x P.E.ASSEMBLIES SHALL INCLUDE RESILIENT PLAN INSTALLATION REMOVE THE TEMPORARY SUPPORT SEATED SHUTOFF VALVES AND TEST PIPE WITH COLLAR 18"/CROSS- 10" ASSEMBLY 10"x10"x8"TEE FL. COCKS. AND APPROVED 8" ASSEMBLY 8"x8"x6" TEE, FL. 6" FROM P.E. CONNECTION CONTROL ASSEMBLY Vx6%6" TEE, FL. 10"- S-8" LONG ASSEMBLIES PER DEPARTMENT OF 8"- S-6" LONG HEALTH LATEST APPROVED LIST. 10", 8", OR 6" GATE VALVE, FL.x MJ, 6"- 4'-0" LONG WITH INDICATOR POST. INDICATOR DOUBLE CHECK VALVE ASSEMBLY POST VALVE SAME SIZE AS DOUBLE INCLUDES TWO RESILIENT SEATED CHECK VALVE (MUELLER CO. OR SHUTOFF VALVES. EQUAL), PAINTED RED. 10", 8", OR 6" FLANGED COUPLING AFTER FIELD INSTALLATION, MAIN DDCVA AND ADAPTER EQUAL TO ROMAC. 10", 8", OR 6" DUCTILE IRON - CLASS 52 NIPPLE PIPE, BY-PASS DCVA MUST BE TESTED SATISFACTORILY CEMENT LINED, LENGTH TO FIT. COMPACTED FOUNDATION 6. INSTALL BRASS Y4" FLARE TEST COCKS WITH Y4" GRAVEL FLARE CAPS. ADJUSTABLE STEEL PIPE SUPPORT, STANCHIONS BOLTED TO FLOOR. END VIEW 6",8" & 10" DOUBLE DETECTOR CHECK STD. PLAN — 360.2 + �A PUBLIC WORKS + DEPARTMENT ASSEMBLY WITH STANDPIPE OUTSIDE INSTALLATION MARCH 2010 N WATER DETAILS A A PLAN VIEW WATER TOUCH READ PIT LID SENSOR MOUNTED VALVE BOX LID WITH EARS IN DIRECTION OF ON STEEL PLATE COVER THROUGH 2" DIA. OPERATING NUT WITH SLEEVE (MJ) & D.I. SPOOLS NOTE: DRILLED HOLE IN COVER. 12° MIN, 18" MAX, r FOR FREEZE PROTECTION CENTER BACKFLOW 3" 36„TO 42, 1. LOCATE VAULT IN PLANTING AREA, NOT IN PAVING. PREVENTER IN 12, 2. 4” AND LARGER BENDS AND TEES TO BE CAST - 6" PIPE FL. x SCREW ' IRON CEMENT LINED. 18" FOR 10" ASSEMBLY 17 LENGTH AS REQUIRED )� 3" MIN. 1/8" MIN. THICKNESS 1/2" FOR 8" ASSEMBLY 18 / 2-1/4" INSIDE MEASUREMENT 3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER 1/2" FOR 6" ASSEMBLY 2'-6" 3' 2" INSULATED ENCLOSUR VALVES AT THE TIME OF INSTALLATION TO CENTER "HOT BOX" OR EQUAL THE PIPE IN VAULT OPENING. AFTER COMPLETE 5/8"x3/4" INVENSYS INSTALLATION REMOVE THE TEMPORARY SUPPORT TR -PL METER WITH 7--2- 3/8" X 4" ANCHOR AND INSTALL ADJUSTABLE PIPE SUPPORT. ICE REGISTER 4. INSTALL GALVANIZED LADDER FOR ACCESS. 6" MIN. DRAIN TO DAYLIGHT OR MANUFACTURER STORM DRAIN SYSTEM WITH •+ 6" 90' BEND FL. 5. AFTER FIELD INSTALLATION, MAIN DDCVA AND CATCH BASIN OR MANHOLE 2'-11" - 3" MIN. BY-PASS DCVA MUST BE TESTED SATISFACTORILY CONCRETE SLAB _ BY A DEPT. OF HEALTH CERTIFIED BACKFLOW FINISHED GALVANIZED ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED STEEL LADDER FINISHED GRAD � TO CITY OF RENTON WATER UTILITY ENGINEERING " r 2" DEPT. PRIOR TO ACTIVATION OF NEW LINE. DRAIN COMPACTED FOUNDATION 6. INSTALL BRASS Y4" FLARE TEST COCKS WITH Y4" GRAVEL FLARE CAPS. ADJUSTABLE STEEL PIPE SUPPORT, STANCHIONS BOLTED TO FLOOR. END VIEW 6",8" & 10" DOUBLE DETECTOR CHECK STD. PLAN — 360.2 + �A PUBLIC WORKS + DEPARTMENT ASSEMBLY WITH STANDPIPE OUTSIDE INSTALLATION MARCH 2010 N WATER DETAILS A A PLAN VIEW WATER SECTION A -A VALVE OPERATING NUT EXTENSION VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS T"- 38 =1 =1 62" IIIIIIIIIIII II II II I -'TI T 24" VALVE MARKER POST WHITE P PUBLIC WORKS VALVE BOX, MARKER & OPERATING STD. PLAN — 330.1 �NzO� DEPARTMENT NUT EXTENSION MARCH 2010 EXISTING WATER LINE TESTING DETAIL t8 FT PLAN VIEW NEW WATER LINE VERTICAL CROSS(MJxFL) FOR PDLYPIGGING ONE BLIND FLANGE ON TDP WITH 2'TAP & 2'PLUG ONE BLIND FLANGE ON BOTTOM ONE (MJ) PLUG WITH 2' TAP & 2' TEMPORARY BLOW -OFF TEMPORARY BLOCK CUT -IN (BY CITY FORCES) - TEE (FLxFL) W/ CONC. BLOCK 3- GATE VALVES (FLxMJ) 2- SOLID SLEEVES (MJ) OR RO-MAC COUPLINGS 1- PLUG (MJ) W/2'TAP & TEMP. BLOW -OFF TEMP, BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL VALVE BOX LID WITH EARS IN DIRECTION OF 2" SQUARE WATER MAIN AND WORD OPERATING NUT WITH SLEEVE (MJ) & D.I. SPOOLS "WATER" CAST INTO IT FINAL CONNECTION BY CITY FORCES 12° MIN, 18" MAX, r FOR FREEZE PROTECTION CENTER BACKFLOW Ld 4" CONCRETE COLLAR FOR VALVES IN PAVED AREAS 4-1/4" DIA. PREVENTER IN 12, 1/8" MIN. THICKNESS SEE DETAIL—/ 2 PIECE CAST IRON VALVE BOX, RICH—SEATTLE TYPE OR OLYMPIC FOUNDRY 1" STEEL BACKFLOW ASSEMBLY (RPBA} LENGTH AS REQUIRED )� 3" MIN. 1/8" MIN. THICKNESS o / 2-1/4" INSIDE MEASUREMENT 3" MIN- 2-1/4" DEPTH SECTION A -A VALVE OPERATING NUT EXTENSION VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS T"- 38 =1 =1 62" IIIIIIIIIIII II II II I -'TI T 24" VALVE MARKER POST WHITE P PUBLIC WORKS VALVE BOX, MARKER & OPERATING STD. PLAN — 330.1 �NzO� DEPARTMENT NUT EXTENSION MARCH 2010 EXISTING WATER LINE TESTING DETAIL t8 FT PLAN VIEW NEW WATER LINE VERTICAL CROSS(MJxFL) FOR PDLYPIGGING ONE BLIND FLANGE ON TDP WITH 2'TAP & 2'PLUG ONE BLIND FLANGE ON BOTTOM ONE (MJ) PLUG WITH 2' TAP & 2' TEMPORARY BLOW -OFF TEMPORARY BLOCK CUT -IN (BY CITY FORCES) - TEE (FLxFL) W/ CONC. BLOCK 3- GATE VALVES (FLxMJ) 2- SOLID SLEEVES (MJ) OR RO-MAC COUPLINGS 1- PLUG (MJ) W/2'TAP & TEMP. BLOW -OFF TEMP, BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL EXISTING WATER LINE + � + PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN — 300.4 DEPARTMENT CUT IN-LINE TEE & THREE VALVES MARCH 2010 NTO 13'x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, MARKER INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE CITY PRIVATE MARKER MARKER IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSOBC-1324-R WITH READER LID AND 2" DRILLED HOLE wwNG wwNc FOR TOUCHREAD PIT LID (SEE DETAIL A -A) I • e 7 I IN UNIMPROVED RIGHT OF ? I WAY INSTALL METER BOX AT It: PROPERTY LINE WITH 12" j • LONG COPPER TAILPIECE. 9" MIN Q 510EWALK C1 I ° 0.1 OL 12" MAX-] —FINISH GRADE g <9x AD WATER METER T METER TO BE ' o 0 SUPPLIED BY THE 12" 36" MIN COVER Nn CITY �� TYPE OPPER•TUBING N»to' TWO LANE ROAD OFFSET ON SIDE STREETS WHERE THE MARKER TO INDICATE HYDRANT IS WITHIN 20' OF A 22-1/2 WHICH SIDE OF STREET MAIN TRAVELED STREET, THE HYDRANT IS ON (4" FROM MARKER IS TO BE INSTALLED NEW DUCTILE DOTS OR PAINTED LINE) ON THAT MAIN STREET IRON WATERMAIN IF SERVICE LINE TO HOUSEIS 3/4" OR T" TO BE INSTALLED IN THE FUiUFiE GALVANIZED INSTALL FORD C14-33 OR 44 FIPT PLUG x COMPRESSION COUPLING LOOP DOWN 70 CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPF05ETTFR FOR 5/8"x3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR MCDONALD BRASS: 21-215WC0033, OR MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND MARKER MARKER SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR I" METER: FORD VBH72-15W-44-44G, OR ° TAPERED THREAD (CC). QUICK JOINT MCDONALD BRASS: 21-415WCOQ44, OR MUELLER: 1-8-2470-2 0 (3/4" F81000 -3--Q) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" FB1000-4-0) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT_ ° N OTE: fill!! ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL 70 OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. FOUR LANE ROAD OFFSET FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR ON (4" FROM DOTS OR A---- PAINTED LANE DIVIDER) PAINTED LANE DIVIDER) DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE HYDRANT MARKERS L _ 2-1/2" MIN, FROM NEAREST F AND FRONT EDGE OF PIT UD I TYPICAL RIB A MEMI NOTE: 4' THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE RAISED PAVMENT MARKER TYPE 88 AB NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE Rte. . STIMSONITE TWO-WAY (BLUE) + + PUBLIC WORKS 3a' AND 1" WATER SERVICE STD, PLAN — 520.1 zY i DEPARTMENT STD. PLAN — 310.3 NOVEMBER 2009 A► PUBLIC WORKS + + DEPARTMENT HYDRANT MARKER LAYOUT Tp� MARCH 2010 SURVEYED: SCALE: VERTICAL: NAVD 1988 NA HORIZONTAL: NAD 1983/1991 DESIGNED: KEH DRAWN: RDC/KEH ZONE INC"INCH DATUM CHECKED: AT LLS KEH IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY JGH 120 VOLT ELECTRICAL OUTLET EOR AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMP. BLOCK &BLOW -OFF & CONNECT HEAT TAPE- WITH SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES EXISTING WATER LINE + � + PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN — 300.4 DEPARTMENT CUT IN-LINE TEE & THREE VALVES MARCH 2010 NTO 13'x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, MARKER INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE CITY PRIVATE MARKER MARKER IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSOBC-1324-R WITH READER LID AND 2" DRILLED HOLE wwNG wwNc FOR TOUCHREAD PIT LID (SEE DETAIL A -A) I • e 7 I IN UNIMPROVED RIGHT OF ? I WAY INSTALL METER BOX AT It: PROPERTY LINE WITH 12" j • LONG COPPER TAILPIECE. 9" MIN Q 510EWALK C1 I ° 0.1 OL 12" MAX-] —FINISH GRADE g <9x AD WATER METER T METER TO BE ' o 0 SUPPLIED BY THE 12" 36" MIN COVER Nn CITY �� TYPE OPPER•TUBING N»to' TWO LANE ROAD OFFSET ON SIDE STREETS WHERE THE MARKER TO INDICATE HYDRANT IS WITHIN 20' OF A 22-1/2 WHICH SIDE OF STREET MAIN TRAVELED STREET, THE HYDRANT IS ON (4" FROM MARKER IS TO BE INSTALLED NEW DUCTILE DOTS OR PAINTED LINE) ON THAT MAIN STREET IRON WATERMAIN IF SERVICE LINE TO HOUSEIS 3/4" OR T" TO BE INSTALLED IN THE FUiUFiE GALVANIZED INSTALL FORD C14-33 OR 44 FIPT PLUG x COMPRESSION COUPLING LOOP DOWN 70 CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPF05ETTFR FOR 5/8"x3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR MCDONALD BRASS: 21-215WC0033, OR MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND MARKER MARKER SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR I" METER: FORD VBH72-15W-44-44G, OR ° TAPERED THREAD (CC). QUICK JOINT MCDONALD BRASS: 21-415WCOQ44, OR MUELLER: 1-8-2470-2 0 (3/4" F81000 -3--Q) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" FB1000-4-0) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT_ ° N OTE: fill!! ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL 70 OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. FOUR LANE ROAD OFFSET FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR ON (4" FROM DOTS OR A---- PAINTED LANE DIVIDER) PAINTED LANE DIVIDER) DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE HYDRANT MARKERS L _ 2-1/2" MIN, FROM NEAREST F AND FRONT EDGE OF PIT UD I TYPICAL RIB A MEMI NOTE: 4' THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE RAISED PAVMENT MARKER TYPE 88 AB NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE Rte. . STIMSONITE TWO-WAY (BLUE) + + PUBLIC WORKS 3a' AND 1" WATER SERVICE STD, PLAN — 520.1 zY i DEPARTMENT STD. PLAN — 310.3 NOVEMBER 2009 A► PUBLIC WORKS + + DEPARTMENT HYDRANT MARKER LAYOUT Tp� MARCH 2010 SURVEYED: SCALE: VERTICAL: NAVD 1988 NA HORIZONTAL: NAD 1983/1991 DESIGNED: KEH DRAWN: RDC/KEH ZONE INC"INCH DATUM CHECKED: AT LLS KEH IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY JGH 2 SEE NOTE 4 6" MINIMUM SLEEVE FREE DRAINING (TYP.) GRAVEL CONNECT TO WATER METER IMMEDIATELY ADJACENT TO RPBA FLOW INSTALLED W/ APP'D- /DIRECT WNERS ELECTRICAL PANEL. FRONT VIEW MATERIAL PER UPC BURIAL OR IN RIGID METER SIDE (SIZE AS REQ.) CONDUIT PER ELECTRICAL SIDE VIEW PERMIT REQUIREMENTS. NOTES: 1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE RPBA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE RPBA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION. AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS -CONNECTION CONTROL SPECIALSIT, FAX NO, 425-430-7241. 4. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL STANDARDS 3" DRAIN FOR 1" OR SMALLER RPBA's, 4" DRAIN FOR 1,5" TO 2" RPBA's, 6" FOR 3" RPBA's, 5. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. + � ; PUBLIC WORKS REDUCED PRESSURE BACKFLOW STD. PLAN — 350.2 DEPARTMENT ASSEMBLY IN HOT BOX MARCH 2010 NOT TO SCALE C TY OF RENTON Planning/Building/Public Works Dept, RECOMMENDED FOR APPROVAL Q-014 A(S m�- �z (7 U Z�G � Q` <T /HC ENG%0' 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES Z LU Z pp Q LLjU co vO W ~ O FV 1qt Of Z Q L 3 OQ�w W Z W Z W c�8r� gU FO 0 Q GUY yU9 I�j WAS111 Q Cn Z 38950O/Sp �4 �F�S ET V SNA 6/11/2018 W O O C3 O O O O O N 01 N 00 00 00 00 LO LO If to to to 2 2 W 2 2 2 2 = W W 2e W W W W W Y Y Y Y Y Y Y 2 W W W w w w (n H- Z W W V / � Z 0r O Ct U > W W O Lr) LLJ F_ Z C7 Lj O H- � p d H Z �O O Ln W Z U W m. W O p m O p U W< U W L_ 0 LLJ Z U Z Z > O J W L a�� Z W �_ (/') W Ct Z F- < ry w W H O Q — O O m 3 to p p a Uaf V) p O D p 0- J N g a m 0 0 C0 m > O LLJ U) 14,LO t0 n 00 01 O Z Project #: 12740 ress: 4815 NE 4TH AVE RENTON, WA WATER DETAILS By: Date: By: Date: Drowing No.: By: Dote C17of 25 By: Dote AS BUILT S TORAG E ONE ON 4TH EXPANSION Permit NO. U15008468 4815 NE 4TH AVE FIELDBOOK: PAGE: DRAWING NO: W-389604 120 VOLT ELECTRICAL OUTLET EOR HEAT TAPE- INSTALL HEAT TAPE r r FOR FREEZE PROTECTION CENTER BACKFLOW Ld PREVENTER IN Q p REDUCED PRESSURE ENCLOSURE BACKFLOW ASSEMBLY (RPBA} )� 3" MIN. o 3" MIN- 3" MIN. INSULATED ENCLOSUR "HOT BOX" OR EQUAL 3/8" X 4" ANCHOR BOLTS PER MANUFACTURER A 3" MIN. CONCRETE SLAB UNION FINISHED N GRADE FINISHED GRAD � " r 2" DRAIN 2 SEE NOTE 4 6" MINIMUM SLEEVE FREE DRAINING (TYP.) GRAVEL CONNECT TO WATER METER IMMEDIATELY ADJACENT TO RPBA FLOW INSTALLED W/ APP'D- /DIRECT WNERS ELECTRICAL PANEL. FRONT VIEW MATERIAL PER UPC BURIAL OR IN RIGID METER SIDE (SIZE AS REQ.) CONDUIT PER ELECTRICAL SIDE VIEW PERMIT REQUIREMENTS. NOTES: 1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE RPBA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE RPBA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION. AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS -CONNECTION CONTROL SPECIALSIT, FAX NO, 425-430-7241. 4. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL STANDARDS 3" DRAIN FOR 1" OR SMALLER RPBA's, 4" DRAIN FOR 1,5" TO 2" RPBA's, 6" FOR 3" RPBA's, 5. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. + � ; PUBLIC WORKS REDUCED PRESSURE BACKFLOW STD. PLAN — 350.2 DEPARTMENT ASSEMBLY IN HOT BOX MARCH 2010 NOT TO SCALE C TY OF RENTON Planning/Building/Public Works Dept, RECOMMENDED FOR APPROVAL Q-014 A(S m�- �z (7 U Z�G � Q` <T /HC ENG%0' 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES Z LU Z pp Q LLjU co vO W ~ O FV 1qt Of Z Q L 3 OQ�w W Z W Z W c�8r� gU FO 0 Q GUY yU9 I�j WAS111 Q Cn Z 38950O/Sp �4 �F�S ET V SNA 6/11/2018 W O O C3 O O O O O N 01 N 00 00 00 00 LO LO If to to to 2 2 W 2 2 2 2 = W W 2e W W W W W Y Y Y Y Y Y Y 2 W W W w w w (n H- Z W W V / � Z 0r O Ct U > W W O Lr) LLJ F_ Z C7 Lj O H- � p d H Z �O O Ln W Z U W m. W O p m O p U W< U W L_ 0 LLJ Z U Z Z > O J W L a�� Z W �_ (/') W Ct Z F- < ry w W H O Q — O O m 3 to p p a Uaf V) p O D p 0- J N g a m 0 0 C0 m > O LLJ U) 14,LO t0 n 00 01 O Z Project #: 12740 ress: 4815 NE 4TH AVE RENTON, WA WATER DETAILS By: Date: By: Date: Drowing No.: By: Dote C17of 25 By: Dote AS BUILT S TORAG E ONE ON 4TH EXPANSION Permit NO. U15008468 4815 NE 4TH AVE FIELDBOOK: PAGE: DRAWING NO: W-389604 w LU Q Z v F- Q U rY W L.L O O a U) J LU U) z O z LU rr i i i N x L rK n, Q Y M 00 00 n O N 0 V n N 0 N \ O 1-1 Ln ai E a p I 0 ^ N EnEn 0 O ^ N 0 O O N i N i.7 U0o Know what's below. Cal before you dig. CROSSING TABLE O1 IE 12" SD=393.80 T/P 12" D.I. W=393.45 INSTALL ETHAFOAM PER DTL SHT C17 lA T/P 12" SD=392.60 IE 12" D.I. W=392.95 INSTALL ETHAFOAM PER DTL SHT C17 O2 IE 12" SD=394.09 T/P 12" D.I. W=393.59 INSTALL ETHAFOAM PER DTL SHT C17 O3 T/P 6" SS=388.83 OIE 12" D.I. W=391.50 ® T/P 12" D.I. W=392.50 0 IE 18" SD=393.00 INSTALL ETHAFOAM PER DTL SHT C17 O IE 6" SD=394.70 T/P 12" W=394.20 INSTALL ETHAFOAM PER DTL SHT C17 CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF EX UTILITY. POTHOLE AS NECESSARY. NOTIFY ENGINEER OF ANY DISCREPANCIES. WATER PROFILES OEla -0+50 0+00 1+00 2+00 WATERMAIN A PROFILE 1"=30' HORIZ 1"=5' SIA. 10 KMAIN b)CONN 6T TO EXI RING 12"INSTALL: -STtyVA111MMAII14 113 LF 12" 2 VERT 400 � I WATER PROFILES OEla -0+50 0+00 1+00 2+00 WATERMAIN A PROFILE 1"=30' HORIZ 1"=5' SIA. 10 KMAIN b)CONN 6T TO EXI RING 12"INSTALL: -STtyVA111MMAII14 113 LF 12" 2 VERT 400 � I 1 A. 101 19 = 3 (WATER AIN - 395 .11G�,�►1,:�..��Z�1(�� dd,►:�I,�G.,�`LLi7G���.7Gw��jL�1�i:.� .I J,►:�I,t:»---����---------� • �lrvier:,��s���.��■ee��Tr.�m�R������I,�.�I:���:.I_���.._nrc\���,•,►:��clta>����������� 390 390 99+50 100+00 101+00 102+00 102+50 ■!1!C!�!'t�Ril'1'���R�I���IQa■:ei111��111 L�1'�. �•.�`��1L'l�I��!!C�■!71!I�JT■1!�■�Rf■�I� r►a�����r�srmn���K.��K:���:L��>!.y■a�.IK:w�e�������u_������������� ��11�1� �'1,��11■�i�����TRS7�R�T.t1�R7f1111ii��T1RR.ile��� r—���"'s�s'a.r_'..---,�+r+�rur��� ■�{/��.'Z'�, �----��t<G1.IG1rl.LtlliR:�.���-1-`moi-�f���Zi��������i7��'---- ■�1�!�����—I�—�1��'Jl��lwl1�111�!'J�1�1R1■R��—����L•�i�i������ ■1011�ir1�\l�R��'l�liLQiD'I�-��r'ua1„�ua�•jtVr_[l�.u•uarcw��---��I����-----11F ■*M���M�iW_i�������iTiTrfiT73i3iTIfG.�ii�iTil!if �. ���aaL rl.����.�.f��1�;�1►�e����a������l�i[l�i����•iZ:u�r11�i������ �%'1� ° 17��—��S111�9t����� ���■���� 1117 ��►7I_\■6T.11�L=V'LC\1 :�dIG11►t:��-� � , ■�ir.�� ■■.i�_>_.,' ii a•��e�.�__--titl�'�' ��i�—��1�19�35�?Ii1��Mt�WiMi���:17���fe3fT�*C lt•3'ii3fa'1����� �'7T7_1Jii_C��11<'a������if:rir4� \l[_\l •�'-iYa'����� K�l►[y:a�l�laal�cf■a��1y:/1►1e��I��t�l� ����r��a ►'t .� � �:I:t�l. ����— �.�R�1��icte���������1/IS■!Iw\hll���������ririi ���",����J����■�■�—���T��3�_f.-IiC`Til■_Tt<iTil!11Re���� 1�=��.�.���l:r.t.r �:1R�1R,,L►.>_—�����i��l�l�ll■�r■■1�■1����� !SL•1■1►,�1ii377I1R�■�l•��� ��� �� !� ���ar�V��� ���—ISI—������I�Z��I.7)iL1•����i,�iiilri�i:I■����:IiC�■ II I►.� ��III����1����•urra�,irr°��L-L��� 1[il/P.ild[r>•���ISTALI: ------ ------ --- --- -- - - - ------------ ------------ ------------ ------------ ----------- • • • • • • • • • • • • • • • • • • Project #: 12740 400 VERT 400 � I 1 A. 101 19 = 3 (WATER AIN - 395 • 390 390 99+50 100+00 101+00 102+00 102+50 WATERMAIN B PROFILE 1 "=30' HORIZ 1 "=5' VERT 4L 3+00 ■1�1.7l:1 A �.`i11�4111II1111v1.1 � ��,• ►:� �,.����������������� MlWiS■11/■11!i/Ji1MWtiWl■rii�r—�it�ir�nSTAU1.R'1i�13l" Em■lal�r�l��■Cl��■1—i���i�i�iiiW�i�i■i1i111i1����������� 1R1����������� ■!1!C!�!'t�Ril'1'���R�I���IQa■:ei111��111 L�1'�. �•.�`��1L'l�I��!!C�■!71!I�JT■1!�■�Rf■�I� ��11�1� �'1,��11■�i�����TRS7�R�T.t1�R7f1111ii��T1RR.ile��� r—���"'s�s'a.r_'..---,�+r+�rur��� ■�{/��.'Z'�, �----��t<G1.IG1rl.LtlliR:�.���-1-`moi-�f���Zi��������i7��'---- ■*M���M�iW_i�������iTiTrfiT73i3iTIfG.�ii�iTil!if �. ���aaL rl.����.�.f��1�;�1►�e����a������l�i[l�i����•iZ:u�r11�i������ �%'1� ° 17��—��S111�9t����� lt•3'ii3fa'1����� ���",����J����■�■�—���T��3�_f.-IiC`Til■_Tt<iTil!11Re���� ��� �� !� ���ar�V��� II I►.� ��III����1����•urra�,irr°��L-L��� ------ ------ --- --- -- - - - ------------ ------------ ------------ ------------ ----------- • • • • • • • • • • • • • • • • • • N0. 201+00 202+00 WATERMAIN C PROFILE 1"=30' HORIZ 1"=5' REVISION SURVEYED. DESIGNED: KEH DRAWN: RDC/KEH CNECKEDs KEH BY DATE APPR APPRovED- VERT JGH SCALE. 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 405 Em PR Km VERTICAL. NAVD 1988 HORIZONTAL. NAD 1983/1991 DATUM 4+00 400 NOTE' FILL AND COMPACT ALL PAVEMENT TO FINISH SUBGRADE BEFORE EXCAVATION FOR INSTALLATION OF WATERMAIN. 4+50 CITY OF REN TON Plonning/Building/ Public Works Dept. By: By: By: By: RECOMMENDED FOR APPROVAL Dote: Dote: Dote Dote QI-G,HA�S m� �z n U 2 2�G GO Q- �./�G E N G 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES0- LU qRT11T 0� Ow avo w~�� Zaw� OQZW- W wOc~�n� Q O� GUY yU9 �P�`vI)J WASy� A, � r N Z ,p 38950 p �4 AT V 6/11/2018 (0 (0 o o� o 0 0 0 0 N C7) N CN C)00 � 00 00 00 U-) In ul t\D t\D t\D z Of m W W Y W W W W W p Y Y Y Y Y Y Y N} � m W W Y p W w w w N Z w w z a o U� U > w LiJ o cl� N U-) � Lu � Of � p a V) O Z Z Z 1-- O N w 0 Z U W � w o p � o p U w_ Q U It W L, � W Z w O J � � Z W � Z � Q � � w � O Q U � 00 m � � t% p W p d U N p p p0 d J H N W J a N N N > m p Z 6 A(70reSS: 4815 NE 4TH AVE RENTON, WA WATER PROFILES wing r4o.: C13of 25 ASBUILT STORAGE ONE ON 4TH EXPANSION Permit NO. U15008468 PACE: DRAYnNC W. 4815 NE 4TH AVEI SHEET. OF: W-389603 Project #: 12740 A(70reSS: 4815 NE 4TH AVE RENTON, WA WATER PROFILES wing r4o.: C13of 25 ASBUILT STORAGE ONE ON 4TH EXPANSION Permit NO. U15008468 PACE: DRAYnNC W. 4815 NE 4TH AVEI SHEET. OF: W-389603 I I I I Q) x x 0 0 ry 00 Q0 00 n CP a� 0 U U� Q 0 0 N Q) E 0 0 I 0 v r` N U) 0 i 0 N i U) 0 O 0 N i N i� ASBUILT WATER AND SANITARY SEWER PLAN =30 SAWCUT, REMOVE AND REPLACE EX. CONCRETE PAVEMENT IN-KIND AS NEEDED FOR UTILITY CONSTRUCTION. O1 CONNECT USING INSERT -A -TEE PER CONCRETE SHALL BE SAWCUT AT NEAREST JOINT AND THE CAUTION!!! 0 15 30 60 Know what's below. MANUFACTURERS RECOMMENDATIONS ENTIRE CONCRETE PANEL SHALL BE REMOVED AND EX. GAS MAIN TO REMAIN. Cal before you dig. IE=387.20 (6" S) REPLACED. PROTECT FROM DAMAGE Yr ;� �--I(UG)— �,�� � _ — EX. SSMH O RIM=396.92 STA. 107.00 � 4TH= _, �UG)— T T(UG) T(UG) IE=387.42 (24" E) INTERSECTION WITH SITE — — — — BCUG) r-- — — — — — — *(5142 — — — T u� — -u P(U�_ — — rlo� ,�„� 17 4 W PROPERTY LINE ______________�_- s — —D (GH — --- - OIPI�)U----______- --- � ------------------------------------------------=====-----==== =====I=- - ---------------------------------------- SD SD � — WATERMAIN C --------- -________________________so -------------------------------------------------------- — — — — — (SEE SHT C13 FOR PROFILE) - — --------------------------- — 52790-24" SS « ° r c- W W W W W W W ---_-- EX. WATER METER TO REMAIN. INSTALL: W W \ PROTECT FROM DAMAGE - S - - - 1-12"x8' T W (ALL FL) _Ql EX. CB'S TO REMAIN. 1-8" GATE VALVE Lx S- S -S �S Ss - PROTECT FROM DAMAGE , 1-12" ADAPTOR (FLxMJ) / - - C� WATERMAIN B III I.0 Do e NeRET& G_ (SEE SHT C13 FOR PROFILE) OVERHEAD POWER _ 113 LF 12" D.I W / - - EX. MAILBOX TO BE _ �yJ G G , AN!!! 1 A� G 29 LF 12" D.I W 15 _ REMOVED AND REPLACED - EX: POLE T6 N D 4T T AS NECESSARY BE RELOCATED 5 ' N PROTECT FROM DAMAGE. - - - - - _ _ _ _ G -------------------------- — - EXISTING VALVE SHOWN =_-__ - k__ ____ W _ W 136 LF 12" D.I W 3 55 LF 12 D.I W IS FOR EXISTING BLOWOFF \ W W OH T(EX. FIRE HYDRANT a —113 LF 12" D.I W -r - -- + (UG) Y 7 8` 4. -- EX. �TREET LIGHT TO BE.;' `- REMOVED AND REPLA[rED AS NECESSARY I5 LF 6" SS@ 2% \ _J I IE AT UTILITY CROSSING FD� / C �J INSTALL: STA. 202+19 (WATERMAIN C)= EX 12 W I EX. RpW •'< 100+00 I WATER EASEMENT.....::.; I BLDG 2 TP 6" SS -388.83 / 1-12" CAP (MJ) =388.69\ IE 12" DI 391.50 PROPOSED W E / CONCRETEEWT RUST ASSEMBLY } BLOCKING 9 �� EA EMENT \ / PER STD DETAIL 340.1 ____ Dp MESTIC 2 1 SPRINKLER ROOM W 5 SERVICE MM CROSSING 1 INSTALL: STA. 3+03 WATERMAIN A SSCO I IE 18 SD=393.00± STA. 200+00 (WATERMAIN C) STA: 105+35.67, 51.98' RT I TP 12" DI W=392.50± NOTE: STA. 101+19 (WATERMAIN B) `' RIM = 3$8-79- 397.00 S PRIVATE FIRELIN I INSTALL ETHAFOAM PER OCONNECT TO EXISTING 12" W INSTALL: STA. 100+06 WATERMAIN B I ANY FIELD CONFLICTS WITH EXISTING X 1-12"x12" TEE (ALL FL) ® IE - 388.45 " N) I SIZE TO BE w DETAIL ON SHT C17 - (6 I I I 1-12" GATE VALVE (MJxMJ) UNDERGROUND UTILITIES AND/OR IF THERE IS I 1-12" ADAPTOR (FLxMJ) O I VERIFIED BY FIR I NOT 5 FEET MINIMUM SEPARATION FROM I 2-12" GATE VALVE (FLxMJ) �I SPRINKLER WATER CONNECTION DETAIL UNDERGROUND UTILITIES, THEN THE I CONCRETE THRUST BLOCKING I DESIGNER PROPOSED WATER MAIN ON THE NE 4TH I 14 = / N STREET FRONTAGE OF ADJACENT PARCEL TEE (MJxFL) I I I INSTALL: STA. 201+64 (WATERMAIN C)= INSTALL: STA. 1+49 WATERMAIN A SCALE: 1 "=10' " 1523059112 WILL BE REQUIRED TO BE 1 -12"x6 II I I I 1-12"x6" TEE (MJxFL) 1 6" GATE VALVE FL MJ �G,HA�� m� �z n U 2 2�G � Q- ��/NG ENG�N�� 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES Ow 173 < 0 0- LUC7qRT W ~ c) cj) Q zaW� o Q z W z�� W 0 0 Q O� GUY y�9 i C3 r3j WASy/ � o � N Z 38950 p �4 SNA ET NOTE: CONTRACTOR TO VERIFY EXISTING WATERLINE RELOCATED. EASEMENT FROM THE OWNER OF ( x ) I 1-6" GATE VALVE 6/11/2018 CONDITIONS PRIOR TO CONSTRUCTION. COORDINATE WITH 24 LF D.I. EXTENSION PARCEL 1523059112 MAY BE REQUIRED FOR q Q 7 -LF D.I. EXTENSION I ENGINEER AND CITY INSPECTOR FOR REQUIRED FITTINGS FOR THE WATER MAIN RELOCATION. 1 -FIRE HYDRANT ASSEMBLY I I I I I 1 -FIRE HYDRANT ASSEMBLY I CONNECTION TO EXISTING MAIN. MAINTAIN EX. BLOWOFF. I CONCRETE THRUST BLOCKING DS I CONCRETE THRUST BLOCKING �_ I UD UD ,� ,� ,� ^ Do I II I 'y o o NCN o 0 0 CN 0 CN 0 CN DO 00 U I I I DO DO Lo t\o t\o t\o z I I I �✓96 I I Q m 2 2 W 2 2 = _ _ > I I 5 WATER I' f �j/ i O' W Y W Y e w Y w Y w Y w Y w Y �m W WW W W W W A SE I ° I INSTALL: STA. 0+07 (WATERMAIN A)= 1-12" 45' BEND (MJxMJ) CONCRETE THRUST BLOCKING ,)INSTALL: STA. 0+00 (WATERMAIN A)= 1-10%10" TEE (ALL FL) 2-10" GATE VALVES (FLxMJ) 1-12" GATE VALVE (FLxFL) 1-12"x10" REDUCER (FLxMJ) CONCRETE THRUST BLOCKING SEE STD PLAN 300.4 Ol CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF UTILITIES. NOTIFY ENGINEER OF ANY DISCREPANCIES. O CONTRACTOR TO COORDINATE WITH PLUMBING PLANS FOR BUILDING CONNECTION. O3 1" DOMESTIC METER (STD PLAN 320.1) W/RPBA PER CITY OF RENTON STD. PLAN NO. 350.20. ® 1" IRRIGATION METER AND DCVA. O CONTRACTOR TO POTHOLE EXISTING STORM PIPE AT CROSSING PRIOR TO ANY SANITARY SEWER WORK. NOTIFY BCE OF TOP AND BOTTOM ELEVATION OF EXPOSED STORM PIPE. © NOT USED O7 CONTRACTOR TO MAINTAIN ACCESS AND UTILITY SERVICES TO EXISTING PROPERTY. COORDINATE DISRUPTIONS WITH PROPERTY OWNER. ® REMOVE AND REPLACE EX. CURB, GUTTER, ASPHALT AND LANDSCAPING IN KIND AS REQUIRED FOR WATER MAIN CONSTRUCTION. O9 8" DCVA WITH PIV (SIZE TO BE VERIFIED BY SPRINKLER DESIGNER) TO BE INSTALLED INSIDE BUILDING. COORDINATE WITH BUILDING PLANS. _ I IS I o WATERMAIN A (SEE SHT C13 FOR PROFILE) \ V) I J I \ N UTILITY CROSSING I I IE 12" SD=394.09 I T/P 12" W=393.59 I Z INSTALL: STA. 0+31 (WATERMAIN A) -- INSTALL ETHAFOAM PER N I 1-12" 45' BEND (MJxMJ) DETAIL ON SHT C1I7 I I \ N CONCRETE THRUST BLOCKING \ UTILITY CROSSING V I o IE 12" SD=393.80± N / 7 LF 12" D.I. W � � TP 12" W=393.45± + TALL ETHAFOAM PER �I A l � ETAIL­ON- SHT C17 —meq EX 10" W / ------ ----- SD \ SD SD EX. 10" W EX 10" W W — — — — — — — — — — — — — — — — — — — — — — _ _ _ _ _ WATER CONNECTION DETAIL — — �� — _ S� LITY CROSSING /TP 12" SD=392.6± SCALE: 1 "=10' I I 24 LF 12" D.I W / NSTALL ETHAFOAM PE �i�ijj%%�/ EX. 10" W � I I Il.;.y.i.i.y.- I � NO. REVISION SURVEYED- DESIGNED- KEH DRAWN. RDC/KEH CHECKED- KEH BY DATE APPR I AVFOVED- SCALE. 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Ln w J I c I NOTE: U ' w ° / 2' X 2' X 4" ETHAFOAM PAD SHALL BE W o Q , Uj PROVIDED AT VERTICAL CROSSINGS OF N z UTILITIES WHERE THERE IS LESS THAN 12 Uj 0 In INCHES OF VERTICAL SEPARATION. SEE o a I DETAIL ON SHEET C17 z o U -)w I ° / U U Lu M Z M I O o LLI0 C) O O O U I ° � ,,_, w \ I I z o a � z w I.LLJ — Z Q \ I I I :2w O Q U 0 o m E� V) o o d U \ (n M c2) Li 0- d J N W > > > > w N VERTICAL: NAVA 1988 '.C 1 T Y O F HORIZONTAL. NAD 1983/1991 �► RENTON DATUM Plonning/Building/Public Works Dept. Rv- By: — By: — Rv- z Project #: 12740 Address: 4815 NE 4TH AVE RENTON, WA WATER AND SANITARY SEWER PLAN Drawing No.: C I 9^f 25 DATE: AS BUILT S TORAGE ONE ON 4TH EXPANSION Permit N O . U15008468 FIELDS I 4815 NE 4TH AVE W-389602 PAGE: DRAWING NO. SHEET: OF: S-389602