The URL can be used to link to this page

Home My WebLink AboutzW-3927Set3 (AB) A 0+ 37.58 6 36' L XM -.8 B 'J COla Ct BL INGI •I'' I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) APPROVED FOR CONSTRUCTION FIRE SPRINKLER NOTE. UTILITY CROSSING NOTE. BENCHMARK: SUBJECT TO ERRORS AND OMISSIONS , ALL LOTS TO UTILIZE FIRE SPRINKLERS 1. CITY OF RENTON CONTROL POINT NUMBER 1889, FOUND 'PK" NAIL 225 FEET+ EAST OF THE O UTILITY CROSS/NG, REFER TO C23 FOR DETAILS INTERSECTION OF NE. 10TH STREET AND OLYMPIA AVE. NE. IN AERIAL PANEL, ELEVATION 427.93 FEET. BY: DATE: 2. CITY OF RENTON CONTROL POINT NUMBER 1843, FOUND CONCRETE MONUMENT W/TH 1/8 BRASS PIN VERTICAL DATUM. DOWN 1.1' IN MONUMENT CASE AY THE INTERSECTION OF NE. 12TH ST. AND MONROE AVE. (TO THE BY: DATE: NA VD 88 PER CITY OF RENTON VERTICAL CONTROL NORTH), ELEVATION 425.15 FEET. BY: DATE: BASIS OF BEARINGS U) AS -BUILT N06'00'14"E BETWEEN CITY OF RENTON CONTROL PD/NT NUMBER 102 ANQ NUMBER 1843 BY: DATE:LLI "I CER77FY THAT THE INFORMATION SHOWN HEREON WHICH WAS Z AS—BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA77ONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DE7FRMINED BY 1 CITY OF RENTON COMMENTS YLP 04.26.17 MAJ SURVEYED: SCALE: VERTICAL: NAVD 1988 DATE: ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7E. 11112/2018." 2 CITY OF RENTON COMMENTS YLP 05.15.17 MAJ : AS NOTED HORIZONTAL: NAD 1983/1991 a� 1C TY THE PINES OOK: 16 STRONG � DESIGNED: .. CITY I I � O � ,�, FIELDBOOK: .-. 3 IRRIGAl10N SERVICE YLP 01.03.18 MAJ � PACE: CONSUL TING ENGINEERS DRAWN: 4 DRAFT As-BUILTs — WATER PLAN AND PROFILE YLP 05.10.18 MAJ MES RAWING NO: ONE INCH - - - ENGINEERS PLANNERS SURVEYORS 5 AS—BUILT MYLARS YLP 06.25.18 MAJ CHECKED: I- AT FULL SCALE Planning/Building/Public works Dept. 850 Bc 870 MONROE AVENUE NE c20 MAJ IF NOT ONE INCH . 620 7TH KIRKLAND, WA 98033 APPROVED: SCALE ACCORDINGLY SHEET: OF: No. REvisloN By DATE aPPR RENTON -.WASHINGTON -98056 ' 20 23 0 425 827 3063 F 425.827.2423 MAJ DRS PROJECT N0. 16007 SW 1/4 SECTION 9, TOWNSHIP 23 N, RANGE 5 E, W. M. N rn E -- PIN, .. V i- WATER U TILI TY NOTES AND SPECIFI CA TIONS: O 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THECITY Z CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 /NCH SEATTLE THREAD X 5 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJEC770N OF A 50 PPM (MINIMUM d OF RENTON P / LANNING PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87, CEMENT LINING SHALL BE IN ACCORDANCE WITH INCH STORZ STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE - BUILDING / WSDOT/ APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE JOINTS THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110 -A21.10-87 OR ANSI AWWA APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. I THE RENTON /RUBBER GASKET , AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS AT ALL .TIMES DURING CONSTRUCTION. C153/A21.53-94. THREE (3) INCH TO 12 /NCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS I 0 STEEL, AIRCRAFT CABLE. 20. A PRE -CONSTRUCTION CONFERENCE REQUIRED PRIOR TO ANY CONSTRUCTIONA MINIMUM OF FIVE EE IS . AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA. C110/A21.10.87 OR A COMBINATION(� THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON _ WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. LLJ 2. OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53 94 SUCH THAT THE PORTION OF THE I WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT 430-7301. _ 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 Cy) - FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53 94 AND THAT PORTION OF THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY THE FITTING WITH FLANGED JOINTSAFETY YELLOW OR APPROVED EQUALS) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. Ln WORK IN THE RIGHT OF WAY. TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI AWWA SECTION 10-4.3 OF ANSI AWWA / / 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 22. IT SHALL BE THE CONTRACTORS RESPONSIBILITY. TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CO J. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS CIIO/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. CONSTRUCTION. RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, RESPO , FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND LATEST REVISION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL O-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH MADE TO THE CITY OF RENTON. MEETING. 14, MUELLER COMPANY NO. A2380 OR M & H. GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 24. ALL CONNECTION TO EXISTING MAINS /S TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC DATUM 1983 1991 METERS UNLESS OTHERWISE PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING PIGS" WORKS DEPARTMENT. ALL NECESSARY EXCAVATION'AND MATERIALS ARE TO BE SUPPLIED BY THE HORIZONTAL CONTROL SHALL BE NORTH AMERICAN / AGAINST PR ) m. THE `POLY PIGS"SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND MAIN VALVE OPENING (M. V. O.) OF 5-1/4 /NCH, TWO 2-1/2 /NCH HOSE NOZZLES WITH NATIONAL PRIOR TO DISINFECTIONCONTRACTOR AND BE ON-SITE .PRIOR TO CITY NOTIFICATIONS w ELEVATIONS ARE NOTED ON THE PLANS.DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING TING ON THE REAR OF STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 /NCH PUMPER NOZZLE WITH THE NEW SEATTLE EQUAL, 2 LB/CU. F PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 'PIG"ONLY. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE Z 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND Clll _ 17. 'PIGS"SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM CONTRACTORS RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1 1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). THE CLEANING OPERATION. OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL BEDDING TO BE AS -BUILT DRAWINGS CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANS! AWWA 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI 10. THE TWO HE SA /NCH HOSE NOZZLES SHALL A FITTED WITH CAST IRON THREADED CAPS WITH OPERATING THE SPECIFICATIONS OF THE CITY OF RENTON AND THE LUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY W C105/A21.5-93 STANDARDS. NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH OVER OPERATING PRESSURE, IN ACCORDANCE WITH E 26. CONTRACTOR TO PROVIDE P SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A ACCEPTANCE` PRIOR TO FINAL TIE-IN. REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT �- EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC Qv' 11 -1/4• BEND 22-1/2-EEND 45' BEIND CAP TEE - 50' BEND THRUST BLOCK BEARING ARE' W SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD 'uEP.TICAL BENDS FIRM SILT OR SaL CONPACt SAND FIRM SILTY SAND A i n� `F FIND, FENS N CCHIPACT SAND k GRAVEL 90'45' BEND IT I/4• 90• 45• BEND 11 1/4' 90' 45' BEND 11 1/4' FITT114G BEND TEE CAP OR PLUG G 22 1,12' BEN] TEE CAP OR PLUG = B22 END 2 OB! BEND TEE CAP OR PLUG R BEND 2 6 13.3 9.4 %4 1 3j 1 6.7 47 1 ETER .ND FGR. SOIL TYPES SIZE OF BLOCKING FOR PIPE LARGER THAN 1INEER. LFALR 5.0 35 23.3 •6.] 17., 6.7 11 ;. 64 - 12 53.0 3].S 330 15.0 26.5 ICO 3.4 ].5 9.9 6.3 20.0 t�TH 14.0 5.6 3*- AREAS 3'-O" MIN. COYER FOR WATERMAIN LESS THAN 12•. ON 300 P91 NEST POR IN. COVER GREATER. 4'-G• MIN. COVER FOR WATERMAN 12' OR GREATER. JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2` MAX. HEIGHT OF THRUST BLOCK (FT) = 05 ,BEBE T FN_ ALL POUREDTHRUST BLOCKS SHALL BE BACKFILLED AFTER MINI DAY- PRESSURE TES -TING MN. 4EIGHT OF THRUST 9LCCK (FT) - OD. PIPE + 1.0 _ HOSE CON14ECTIONS NATONAL STANDARD THREADS 4" PUMPER CIXJNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR. THREAD X 5- STORZ. ATTACHED WITH 1/a" STAINLESS J U Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) WATER MATIN IF ADDI-ZONAL ADJUSTMENT IS [REQUIRE, INSTALL 2-2" CLOSE NIPPLE AND 2-2" 90' BEND, SCREWED 2" CLOSE NIPPLE - AT THIS POINT. FIELD LOCATE PLASTIC METER BOX IN - PLANTER OR CAST IRON BOX IN PAVED OR CONCRETE AREAS. - 2" CLOSE NIPPLE J t� 2" 9D' ELBOW 2" 90' ELBOW �--2" GALVANIZED PIPE AS REDUIREO CONCRETE BLOCKING - PLAN VALVE NUT EXTENSION AS REQUIRED TWO PIECE CAST RON VALVE (SEE DWG BR46 / PAGE 609D) - -QUAL T U' 0 OL YM PIC FOUNDRY CO r GROUND LINE r CONCRE-E SIDEWALK -TA CARO 8TOP SEC -ION s" MAx WITH REGULAR BASE SECTION _ENGTH TO FIT.. , V- 2" RESILIENT SEATED 2 1/2" NST (HOSE) GATE VALVE, SCREWED .AND 2 1/2" F14ST :CAP WITH GASKET 2" GALVAM ZED � - PIPE 12 LONG 2"x2'&' TEE AND 2" GAP 2" CLOSE NIPPLE - 2" BETWEEN CAP OR CLOSE NIPPLE BEWTEEN TEE PWG AND 2" 90' ELBOW .4N0 90' ELBOW. 7" 90' ELBOW INSTALL 4 MIL POLYETHYLENE 113 MAX. °- °-% ° "0 0 ° PLASTIC COVER OVER WASHED GRAVEL. CJT HCLE FOR PIPE o -ou°...... 10 CU. FT. WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN ELEVATION STD. PLAN - 940.1 4 PUBLIC WORKS 2' BLOW -OFF DEPARTMENT PERMANENT ASSEMBLY MARCH 2010 2" BEEHIVE STRAINER / 2"x2"x2" TEE I 2" 90' BENDS 2" GALVANIZED IRON PIPE TO FIT IC a 12" MIN. Aa o ,BN PATTERN, REIUR14 FEND - 180 - ;LV NIZED 80'\LVNNIZED IRON PIPE FIELD 90' ELBOW - CUT OPENING AS RECUIRED, AFTER INSTALLATION. GROUT AROUND PIPE. -2" UNION -SHORT - -SHORT NIPPLE �2" CLOSE NIPPLE 2" 177 .3"x30 PLASTIC METER BOX EQUAL TO hflD STATES PLASTIC, BCF SERIES 1730-18 WITH 2' THICK DULME IRON DIAMOND PLATE. 18"x31" MSCBC 1730R 2' BRONZE Gt-READED TE VLVE. SCREWED EQUAL CORP. E12 NO. 280 " RESILIENT SEAT GATE VALVE AITH ENDS ASS 90' BENDS WITH CLOSE BETWEEN BENDSCLOSE NIPPLE 2 CORPORATION STOP 9D• BEND, \\ U. THREAD 70 COPPER, EQUAL FORD FB 500. - L 2•' 90' ELBOW I- DOUDLE STRAP SER` ICE CLAMP WITH 2" - WASHED GRAVEL, PASSPIC / IPS TAP 70 FIT, EQUAL TO MUELLER CO. 1-1/2" AND RETAINED ON LAIR AHO VACUUM VALVE 2" ASSEMBLY - - 1/4" MESH FOR DRAIN APCO 140. 1452.^. OR EQUAL... NOTE:. - AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED A POINT T HIGHESTT OF LINE. IF HIGH POINT FALLS IN A LOCATION N WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. - LOCATE AIR VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN PLANTING STRIPS, BEHIND CURB AND SIDEWALK, r i PUBLIC WORKS 2" AIR 8VACUUM RELEASE STD-. PLAN - 940.4 DEPARTMENT ASSEMBLY MARCH 2010 A i n� `F FIND, FENS N JI . i AIF Of Bdd( NEASUR[D ' IN SQUARE FEET 04.26.17 NOTES: SURVEYED:. Ss J 1. ETER .ND FGR. SOIL TYPES SIZE OF BLOCKING FOR PIPE LARGER THAN 1INEER. LFALR 05.15.17 I NT THAN OIFEEAETHT THAN SHCWN SHALL BE D_ WINED BY THE ENGINEER. 2. ALL BLOCKING SHAD- HE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2` 3. ALL POUREDTHRUST BLOCKS SHALL BE BACKFILLED AFTER MINI DAY- PRESSURE TES -TING 05.10.18 HOSE CON14ECTIONS NATONAL STANDARD THREADS 4" PUMPER CIXJNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR. THREAD X 5- STORZ. ATTACHED WITH 1/a" STAINLESS SHALL OCCUR. AFTER CONCRETE HAS REACHED NDMNAL COMPRESSIVE S ENGTH. O 4. ALL BLOCKING SHALL HE CONCRETE CL 5 EXIJ'7-lN�i' . EXPANSION JOINT - 5. BLOCKING AGNNST FITTINGS SHALL BE PA AGAINST THE CREATES- FITTING SURFACE AREA BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PN NT N°. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR NOTES: POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS. JOINT BOLTS OR GLANDS _ ROADWAY EXTENSION AS EQUAL. PUMPER CONNECTION ENT TO FACE HYDRANT COVE BY REN -ON FIRE DEPARTMENT. FIRE HYDRANT AYORATD. - DIRECTED DIRE REASONABLE ACCESS TO BOLTS ANO GLANDS SHALL BE PROVIDED. I >.<.-, S '. P+ L,t; D r. E .:E Y, �€ J. (i FOR' � . t : N�:T '4 ASSEMBLIES pFPrc F.;. FJ.z I. >,Ll i,l Lfe H; 'WASHING DIAIF. f BE USED IF REQUIRED. PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR F H . D .r':;R.F9EN U HEALTH. CONCRETE BLOCKING FOR STD. PLAN - 990.2 4 � � PUBLIC WORKS HORIZONTAL AND DOWNWARD MIN, 111" TO 20" BEHIND BACK of T DEPARTMENT VERTICAL BENDS MARCH 2010 J U Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) WATER MATIN IF ADDI-ZONAL ADJUSTMENT IS [REQUIRE, INSTALL 2-2" CLOSE NIPPLE AND 2-2" 90' BEND, SCREWED 2" CLOSE NIPPLE - AT THIS POINT. FIELD LOCATE PLASTIC METER BOX IN - PLANTER OR CAST IRON BOX IN PAVED OR CONCRETE AREAS. - 2" CLOSE NIPPLE J t� 2" 9D' ELBOW 2" 90' ELBOW �--2" GALVANIZED PIPE AS REDUIREO CONCRETE BLOCKING - PLAN VALVE NUT EXTENSION AS REQUIRED TWO PIECE CAST RON VALVE (SEE DWG BR46 / PAGE 609D) - -QUAL T U' 0 OL YM PIC FOUNDRY CO r GROUND LINE r CONCRE-E SIDEWALK -TA CARO 8TOP SEC -ION s" MAx WITH REGULAR BASE SECTION _ENGTH TO FIT.. , V- 2" RESILIENT SEATED 2 1/2" NST (HOSE) GATE VALVE, SCREWED .AND 2 1/2" F14ST :CAP WITH GASKET 2" GALVAM ZED � - PIPE 12 LONG 2"x2'&' TEE AND 2" GAP 2" CLOSE NIPPLE - 2" BETWEEN CAP OR CLOSE NIPPLE BEWTEEN TEE PWG AND 2" 90' ELBOW .4N0 90' ELBOW. 7" 90' ELBOW INSTALL 4 MIL POLYETHYLENE 113 MAX. °- °-% ° "0 0 ° PLASTIC COVER OVER WASHED GRAVEL. CJT HCLE FOR PIPE o -ou°...... 10 CU. FT. WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN ELEVATION STD. PLAN - 940.1 4 PUBLIC WORKS 2' BLOW -OFF DEPARTMENT PERMANENT ASSEMBLY MARCH 2010 2" BEEHIVE STRAINER / 2"x2"x2" TEE I 2" 90' BENDS 2" GALVANIZED IRON PIPE TO FIT IC a 12" MIN. Aa o ,BN PATTERN, REIUR14 FEND - 180 - ;LV NIZED 80'\LVNNIZED IRON PIPE FIELD 90' ELBOW - CUT OPENING AS RECUIRED, AFTER INSTALLATION. GROUT AROUND PIPE. -2" UNION -SHORT - -SHORT NIPPLE �2" CLOSE NIPPLE 2" 177 .3"x30 PLASTIC METER BOX EQUAL TO hflD STATES PLASTIC, BCF SERIES 1730-18 WITH 2' THICK DULME IRON DIAMOND PLATE. 18"x31" MSCBC 1730R 2' BRONZE Gt-READED TE VLVE. SCREWED EQUAL CORP. E12 NO. 280 " RESILIENT SEAT GATE VALVE AITH ENDS ASS 90' BENDS WITH CLOSE BETWEEN BENDSCLOSE NIPPLE 2 CORPORATION STOP 9D• BEND, \\ U. THREAD 70 COPPER, EQUAL FORD FB 500. - L 2•' 90' ELBOW I- DOUDLE STRAP SER` ICE CLAMP WITH 2" - WASHED GRAVEL, PASSPIC / IPS TAP 70 FIT, EQUAL TO MUELLER CO. 1-1/2" AND RETAINED ON LAIR AHO VACUUM VALVE 2" ASSEMBLY - - 1/4" MESH FOR DRAIN APCO 140. 1452.^. OR EQUAL... NOTE:. - AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED A POINT T HIGHESTT OF LINE. IF HIGH POINT FALLS IN A LOCATION N WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. - LOCATE AIR VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN PLANTING STRIPS, BEHIND CURB AND SIDEWALK, r i PUBLIC WORKS 2" AIR 8VACUUM RELEASE STD-. PLAN - 940.4 DEPARTMENT ASSEMBLY MARCH 2010 POLIETHI"LENE FILM AROUND TOP AIJD SIDES OF GRAVEL. - FIRE HYDRANT ASSEMBLY LEVEL A_L CRCUND LL EVEL0 MIIJ 3• RADIUS - ONE MAN ROCK fi TE PAD 16' CONCRETE PAD CUT FILL f IYDRANT LOCATION IN CUT OR FILL 4 PUE1 JC WORKS FIRE HYDRANT ASSEMBLY •PIAN - si01 DEPARTMENT ,1, MARCH 2010 - 1 I ,f , � I I_... . WORKS DEPARTMENT. JI . i FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F-5110 OR 04.26.17 MAJ SURVEYED:. Ss J COMPRESSION TYPE SUCH AS CLOW MEDALLION; M H 92MUELLER - 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) OIL MAT 05.15.17 I SUPER CENTURION 20, AND WAIEROUS PACER WITH 6' MECHANICAL 0 0 01.03.18 JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2` STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT SIDEWALKS, CURB, GUTTERS, AND YLP 05.10.18 HOSE CON14ECTIONS NATONAL STANDARD THREADS 4" PUMPER CIXJNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR. THREAD X 5- STORZ. ATTACHED WITH 1/a" STAINLESS DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN O 'p P!ETEF fi MET! TION SIE c.. _ _. _ t MIN. �r CC 4.97 SEATTLE STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO EXIJ'7-lN�i' . EXPANSION JOINT - BOXES ' GF,P.INIPNC; GRAVEL BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PN NT N°. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR NOTES: O APPROVE kw ROADWAY EXTENSION AS EQUAL. PUMPER CONNECTION ENT TO FACE HYDRANT COVE BY REN -ON FIRE DEPARTMENT. FIRE HYDRANT AYORATD. - DIRECTED DIRE 29. A. TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE. DAY OF INITIAL EXCAVATION WITH A I >.<.-, S '. P+ L,t; D r. E .:E Y, �€ J. (i FOR' � . t : N�:T '4 ASSEMBLIES pFPrc F.;. FJ.z I. >,Ll i,l Lfe H; 'WASHING DIAIF. f BE USED IF REQUIRED. PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR F H . D .r':;R.F9EN U HEALTH. SUBGRADE INSPEC77ON PRIOR TO PLACEMENT OF FINAL PATCH. * CU MIN, 111" TO 20" BEHIND BACK of ,:�.. ....... _lvtl l' "DIE fPSI;:D Y A S'lA. . L.iP Yah .:F(F ...:44 A,»EL.RhI.. FJTER Ah:rR IiS INITIAL -d CURB OR 12' BEHIND BACK OF - - - - 0.. - - f-> = - P ':%ti .N �. ,,HILI; L.I_Y THE....,+, TER AlAI 'w1°;fJ;. R'S EXPENSE CG:"'�: CI,E :FST €LT. :TION, AFIEI REPAIRS - - - - - - ERRORS OMISSIONS SUBJECT TO ER 0 S AND 3' SIDEWALK THAT IS ADJACENT TO - CURB - - 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL - 5575' " HICK CONCRETE PAD AROUND TYPE IE ERCAE IR014UAL o LVE BOX F�cUTMH LU CO. PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE - HYDRANT. FINISH TC MATCH SIDEWALK. ST NDARD a- TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION 80 PVC PIPE UNDER IMPROVED AREAS. WAIER' METER, c EXPANSION JOINT AT 9 BACK CF SIDEWALK AS REQUIRED. BY: DATE: /-CONS-ETE SIDEWALK RAISED PAVEMENT MARKER TYPE 88-A L / { OR PLANTING STRIP �STIMSONITE TWO-WAY BLUE REFLECTIVE _ PUBLIC WORKS ASSEMBLY FOR IRRIGATION OR _- _ _ _ . / DEPARTMENT RESIDENTIAL FIRE SPRINKLER MARCH __0_ D - BY: DATE:� 35" IN - - - COVER CONCRETE BLDCKIMG - - - CONCRETE a3 THP.UST BLOCK MAIN LINE TEE. WITH 6' FLANGE SIDE OUTLET. - �.. - �6- GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT _ DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT - 2-3/4' CDR -TEN STEEL TIE RODS. \-1/2 16 x a- x 4- MPIINUM YARD OF 1-1/4" WASHED DRAIN ROCK - CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT - POLIETHI"LENE FILM AROUND TOP AIJD SIDES OF GRAVEL. - FIRE HYDRANT ASSEMBLY LEVEL A_L CRCUND LL EVEL0 MIIJ 3• RADIUS - ONE MAN ROCK fi TE PAD 16' CONCRETE PAD CUT FILL f IYDRANT LOCATION IN CUT OR FILL 4 PUE1 JC WORKS FIRE HYDRANT ASSEMBLY •PIAN - si01 DEPARTMENT ,1, MARCH 2010 - 1 I ,f , � I I_... . JI . i YLP 04.26.17 MAJ SURVEYED:. Ss J TLP 05.15.17 I DESIGNED: YLP YLP 01.03.18 MAJ �; ,..._:. .. YLP 05.10.18 I, Imo( LSTA,FEi C-(: '1?` �:..:.....:" DRAWN: MES 'p P!ETEF fi MET! TION SIE c.. _ _. _ t MIN. �r CC 06.25.18 MAJ BOXES ' GF,P.INIPNC; GRAVEL BY NOTES: � 0 2 APPROVE kw ,. 1 ,, .. .., r _ �: .. - I ,. ,?1J I..I .,I I::I ..r .. ,.L.l.. (h. (JBL. F.. t.H,.,..K VALVE, r.,SF1.9, I_L.o ,.),,...., JL..I B... t.I T F.C. .. E .-3927 - W 3 9 2 >.<.-, S '. P+ L,t; D r. E .:E Y, �€ J. (i FOR' � . t : N�:T '4 ASSEMBLIES pFPrc F.;. FJ.z I. >,Ll i,l Lfe H; 'WASHING DIAIF. f - F H . D .r':;R.F9EN U HEALTH. Z. CHT. M(1.1 1t? IN -E-'.,h :E ..H. OF ItNN1C„ h_lt .DING PERMIT FOR :H. tl - `•.A „HO:J ,h ;H, I:..,,. �,P.J I.F N.,. .Ht. v.. Jh ,:HAL.... FURNISH, .:10:..1.1. 1:.0 td?.LJ .,,tC. JH,. .F .H..v,,. ,.l APPROVED FOR CONSTRUCTION . , r .. ,, , 11 _J L.,e., r,\C.I ?t.,. PIPING 1 F...., fF....... �. vf. 1HI.a I I..r ,:�.. ....... _lvtl l' "DIE fPSI;:D Y A S'lA. . L.iP Yah .:F(F ...:44 A,»EL.RhI.. FJTER Ah:rR IiS INITIAL -d _ - - 0.. - - f-> = - P ':%ti .N �. ,,HILI; L.I_Y THE....,+, TER AlAI 'w1°;fJ;. R'S EXPENSE CG:"'�: CI,E :FST €LT. :TION, AFIEI REPAIRS - - - - - - ERRORS OMISSIONS SUBJECT TO ER 0 S AND P,=P::F` S:H.A.l1.. H.. .o`.NT OF Y.LD TC Ct' 0r R�LTiftv 4`dAT`k ULIUIY ENC€I•;LERNG}�DE. PT'. ATT Id: WATER - 30 7?41 ;"LIT CROSS- O HIECIl IN CONTROL 0f �.,lAL.: :. FAX '�d: 425 430- : - 4 C:;VA. .4D LiETE. Bv:: SHAILL BE LOCA , ON .PRI ._ PROPERT AND .AS NEAR, AS 'POSSIBLE TU THE - WAIER' METER, BY: DATE: s',. CK VALVE a TO 2 DOUBLE CHECK STA. PLAN - 340.8 PUBLIC WORKS ASSEMBLY FOR IRRIGATION OR _- _ _ _ . _ DEPARTMENT RESIDENTIAL FIRE SPRINKLER MARCH __0_ D - BY: DATE:� BY: DATE: BY: DATE: W Z SCALE: -. . DATE: AS NOTED HORIZONTAL:'N o 01983/1991 THE PINES 12.23.16 �- CITY 0 F w _ RENTON WATER DETAILS PAGE: ONE INCH - - - AT FULL SCALE DATUM DRAWING NO: Planning/Building/Public .Works Dept. 850 & 870 - MONROE AVENUE NE - C21 IF NOT ONE INCH - - - SCALE ACCORDINGLY - _ RENTON, WASHINGTON 98056 SHEET: 2 OF: 21 23 DRS PROJECT NO. 16007 YLP 04.26.17 MAJ SURVEYED:. Ss J TLP 05.15.17 MAJ DESIGNED: YLP YLP 01.03.18 MAJ YLP 05.10.18 MqJ DRAWN: MES YLP 06.25.18 MAJ CHECKED BY DATE APPR APPROVE kw BY: DATE: BY: DATE: W Z SCALE: -. . DATE: AS NOTED HORIZONTAL:'N o 01983/1991 THE PINES 12.23.16 �- CITY 0 F w _ RENTON WATER DETAILS PAGE: ONE INCH - - - AT FULL SCALE DATUM DRAWING NO: Planning/Building/Public .Works Dept. 850 & 870 - MONROE AVENUE NE - C21 IF NOT ONE INCH - - - SCALE ACCORDINGLY - _ RENTON, WASHINGTON 98056 SHEET: 2 OF: 21 23 DRS PROJECT NO. 16007 Iii U) _. LLJ TABLE t _ x PIPE DIAMETER (IN) lE BOTTOM OF PIPE TOP OF PIPE CLEARANCE (FT) .1 : STA 1 MA C TA Uj 383.80 Q1 iTREE RETENTION 392.40 29+16.65 1 1 z � I ' Wo G I - .. T;EN ' I� I UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE U77LI77ES AND SURVEYING THE HORIZONTAL AND VER77CAL LOCATION PRIOR TO CONS7RUCTION. 7HIS SHALL INCLUDE CALLING U77LITY LOCATE AT 811 AND THEN POTHOLING ALL OF THE EXISTING U77L/TIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID U77LITIES AS SHOWN ON THESE PLANS ARE BASED ON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT D.R. STRONG CONSUL77NG ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) NOTES.- 1. OTES1. 8" WATER MAIN REQUIRES 3 FOOT MIN/MUM COVER. 2. EXISTING 10" WATER MAIN ESTIMATED AT 5' COVER DUE TO EXIST/NG U77LITY CROSSINGS, CONTRACTOR TO CONFIRM. BY: DATE: A&BUILT 3. MIN/MUM 12" VERTICAL SEPARATION BETWEEN UTILITIES AT CROSSING OR INSTALLA170N OF ETHAFOAM PAD IS REQUIRED. NO AS -BUIL T INFORMA TION ON THIS SHEET.DATE: w BY: N/ CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS z AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA110NS Sill �U�j ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, DATE: �' nc r ACCURATELY REFLECTS EXIS77NG FIELD CONDITIONS AS DETERMINED BY 1 CITY OF RENTON COMMENTS YIP 04.26.17 MAJ SURVEYED: SCALE: VERTICAL: NAvo isaa Sis TH E PINES 12.23.16 ME OR UNDER MY DIRECT SUPERVISION ON 71/S DA TE. 111212018. " Mal AS NOTED HORIZONTAL: nwo �sas�issi Q� w 2 CITY OF RENTON COMMENTS YLP 05.15.17 �.�- CITY. Y O I DESIGNED: - FIELDBOOK: YLP D.R. STRONG _ i ,-- 3 IRRIGATION SERVICE YLP 01.03.18 MAJ rJL PAGE. a CONSUL TING ENGINEERS DRAWN: RENTON 4 DRAFT AS-BUILTS YLP 105.10.18 MAJ COMPOSITE UTILITY PLAN MES .. -.. DRAWING N0: .ONE INCH I 32,,, ENGINEERS PLANNERS SURVEYORS 5 AS -BUILT MYLARS YLP 06.25.18 MAJ CHECKED: . ��M �T FULL gCgLE l Planning/Building/Public .Works Dept: 850 & 870 MONROE AVENUE NE c23 S ISTERE CS ",: ;' MAJ � IF NOT ONE INCH .. - .. _ �:" 33 SCALE ACCORDINGLY /-� (� SHEET: OF: 820 7TH AVENUE, F 425 82 24 980 PPR APPROVED: I N V TO N .78 0 5 6 N0. REVISION BY DATE A RENTON, `NQSI"I 23 23 O 425 827 3063 F 425.827.2423 MAJ DRS PROJECT NO. 16 007 . UTILI TY CROSSING TABLE C# UT PIPE DIAMETER (IN) lE BOTTOM OF PIPE TOP OF PIPE CLEARANCE (FT) FG : STA 1 SD 12 383.80 383.75 ` 392.40 29+16.65 SS 12 381.58 382.63 1.12 2 WA* 10 386.32 386.27 _ 392.04 29+16.80 SD 12 - 383.85 384.90 1.37' 3 WA* 10 386.00 385.95 391.68 10+16.70 SS 18 382.37 J83.92 2.03 4 SD 12 386.47 ' 386.42 390.77 10+57.58 SS 8 383.07 383 79 2.63 5 SD 12 387.06 387.01 390.70 10+56.45 WA 8 385.03 385.75 1.26 6 SD 12 387.61 387.56 390.71 10+69.80 WA 6 385.50 : 386.05 1.51 7 SD 12 389.65 389.60 393.07 12+79.72 SS 8 386.68 38Z 40 2.20 8 SD 12 389.76 389.71 393.03 12+29.72 WA 8 387.36 388.08 1.63 9 SD 72 395.04 394.99 398.47 14+30.33 SS 8 390.74 391.46 3.53 10 SD 12 395.15 395.10 398.43 14+30.33 WA 8 392.76 393.48 1.62 NOTES.- 1. OTES1. 8" WATER MAIN REQUIRES 3 FOOT MIN/MUM COVER. 2. EXISTING 10" WATER MAIN ESTIMATED AT 5' COVER DUE TO EXIST/NG U77LITY CROSSINGS, CONTRACTOR TO CONFIRM. BY: DATE: A&BUILT 3. MIN/MUM 12" VERTICAL SEPARATION BETWEEN UTILITIES AT CROSSING OR INSTALLA170N OF ETHAFOAM PAD IS REQUIRED. NO AS -BUIL T INFORMA TION ON THIS SHEET.DATE: w BY: N/ CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS z AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA110NS Sill �U�j ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, DATE: �' nc r ACCURATELY REFLECTS EXIS77NG FIELD CONDITIONS AS DETERMINED BY 1 CITY OF RENTON COMMENTS YIP 04.26.17 MAJ SURVEYED: SCALE: VERTICAL: NAvo isaa Sis TH E PINES 12.23.16 ME OR UNDER MY DIRECT SUPERVISION ON 71/S DA TE. 111212018. " Mal AS NOTED HORIZONTAL: nwo �sas�issi Q� w 2 CITY OF RENTON COMMENTS YLP 05.15.17 �.�- CITY. Y O I DESIGNED: - FIELDBOOK: YLP D.R. STRONG _ i ,-- 3 IRRIGATION SERVICE YLP 01.03.18 MAJ rJL PAGE. a CONSUL TING ENGINEERS DRAWN: RENTON 4 DRAFT AS-BUILTS YLP 105.10.18 MAJ COMPOSITE UTILITY PLAN MES .. -.. DRAWING N0: .ONE INCH I 32,,, ENGINEERS PLANNERS SURVEYORS 5 AS -BUILT MYLARS YLP 06.25.18 MAJ CHECKED: . ��M �T FULL gCgLE l Planning/Building/Public .Works Dept: 850 & 870 MONROE AVENUE NE c23 S ISTERE CS ",: ;' MAJ � IF NOT ONE INCH .. - .. _ �:" 33 SCALE ACCORDINGLY /-� (� SHEET: OF: 820 7TH AVENUE, F 425 82 24 980 PPR APPROVED: I N V TO N .78 0 5 6 N0. REVISION BY DATE A RENTON, `NQSI"I 23 23 O 425 827 3063 F 425.827.2423 MAJ DRS PROJECT NO. 16 007 .