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Home My WebLink AboutS-29930An i i i i i i j DM I' Z N FM Y C O <o I EXISTING GROUND Z w PROPOSED GROUND z ` z 220 _ a z � z -... - _.. of -- -, Oo -- - WATER CROSSING I.E. = 209.81 Q N 2lU SS CROSSING I.E. = 205.93 70+00 71+00 PROFILE - ALIGNMENT 'H' SCALE: 1" = 20' (H.). 1" = 5' ('V.) O 3� E-4 a WATER NOTES ASSEMBLIES z ° ' Z W 5 INCHES, TWO 2 -1 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 INCH, E-ti L.I..I 0 Z I.-,ey �e W � COUNTER o .9 E EDITION OF /AP'NA APPROVED 17 ASPHALT AND CONCRETE SKEET PAVING SHAL! BE SAWCUT TO E BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT m ■jl/ c 'c ON U SITE AT A, L TIMES DRII = CONSTRUCTION. CUT_ M O y 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE DRIVEWAY APPROACHES SHALL BE SAIND IT TO -1 MINIMUM DEPTH OF TO 8:30 .4M TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN W � W Q WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2635. ALL 9. ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL Cz. STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE 18_ .4 TEMPORARY COLD MIX ASPHALT PATCH. SHALL BE PLACED ON THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS APPROVED 0, F INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE IN PACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS_ CALL FOR RUBBER COATING ON THE REAR OF "PIG" ONLY. "PIGS" SHALL BE ADVANCE. CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CITY WILL TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR `,.' KITTEN APPROVAL (IF THE INSPECTOR. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE 19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE v o ;n WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL fMPROVED AREAS_ ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE FOR 30 DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON- PVC PIPE. 9B. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE /WATER IJ TILTTY LOCATE CALL 48 -H0UR LOCATORS, 1 -800- 424 -5555_ ONE PIPE ANCHOR PER CITY STDS. SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE 21. FILL AND COMPACT THE ROAD PRISM (ROADBED) TO FINISH GRADE PIPE AS LAID. CHLORINE SHALL BE METERED /INJECTED IN IJ ! CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS W w fjin TO P T PUSH-ON OR AWWA C104 OR LATEST REVISION. PIPE JOINTS 0 BE Q Q Q \J P� :�5 Qi g 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, n i i i i i i j DM I' Z N FM Y C O <o I EXISTING GROUND Z w PROPOSED GROUND z ` z 220 _ a z � z -... - _.. of -- -, Oo -- - WATER CROSSING I.E. = 209.81 Q N 2lU SS CROSSING I.E. = 205.93 70+00 71+00 PROFILE - ALIGNMENT 'H' SCALE: 1" = 20' (H.). 1" = 5' ('V.) - iIIIIJ, 4 II z Z a 220 z 0 0 GO U) rn 210 SS CROSSING IF I_E. = 205.95 WATER CROSSING I.E. = 210.86 80 +00 - - PROFILE - ALIGNMENT 'I SCALE: 1" = 20' (H.), I- = 5' !V.; 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH PRESSURE) O 3� E-4 a WATER NOTES ASSEMBLIES z ° ' 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE TO THE CITY OF 5 INCHES, TWO 2 -1 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 INCH, E-ti RENTON STANDARDS SPECIFIC FOR MUNICIPAL CONSTRUCTION AND THE SHALL BE AS MANUFACTURED BY THE STAR'. MANUFACTURING COMPANY OF I.-,ey �e W LATEST THE WSDOT STANDARDS AND SPECIFICATIONS, AS COUNTER o .9 E EDITION OF /AP'NA APPROVED 17 ASPHALT AND CONCRETE SKEET PAVING SHAL! BE SAWCUT TO E BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT m ■jl/ c 'c ON U SITE AT A, L TIMES DRII = CONSTRUCTION. CUT_ M O y 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE DRIVEWAY APPROACHES SHALL BE SAIND IT TO -1 MINIMUM DEPTH OF TO 8:30 .4M TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN TWO WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2635. ALL 9. ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL @6 =!1 STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE 18_ .4 TEMPORARY COLD MIX ASPHALT PATCH. SHALL BE PLACED ON THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS APPROVED 0, F INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE IN PACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS_ CALL FOR RUBBER COATING ON THE REAR OF "PIG" ONLY. "PIGS" SHALL BE ADVANCE. CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CITY WILL TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR `,.' KITTEN APPROVAL (IF THE INSPECTOR. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE 19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE v o ;n WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL fMPROVED AREAS_ ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE FOR 30 DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON- PVC PIPE. 9B. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE /WATER IJ TILTTY LOCATE CALL 48 -H0UR LOCATORS, 1 -800- 424 -5555_ ONE PIPE ANCHOR PER CITY STDS. SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE 21. FILL AND COMPACT THE ROAD PRISM (ROADBED) TO FINISH GRADE PIPE AS LAID. CHLORINE SHALL BE METERED /INJECTED IN PRIOR TO EXCAVATION FOR THINE INSTALLAT!ON OF THE WATER MAIN IN ALL AREAS TO BE FILLED_ CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO P T PUSH-ON OR AWWA C104 OR LATEST REVISION. PIPE JOINTS 0 BE Q Q Q MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105 -77 :�5 STANDARDS - g 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, %S PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH S S § ANSI /AWWA Cl!O /A21.10 -82. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -85. IF FITTINGS ARE 3 INCHES TO 12 EL INCHES IN DIAMETER AND HAVE MECHANICAL JC !NTS, THE FITTINGS a SHALL BE IN ACCORDANCE WITH EITHER ANSI %".! ^IWA C110/A21.10 -82 OR ANSI /AWWA C153/A21.53 -84. 3 INCH TO 12 INCH DIAMETER FITTINGS p WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -82 OR A COMBINATION prp OF ANSI /AWWA CIIO/A21.10.82 AND ANSI /AWWA C153/A21.53 -84 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE IN ACCORDANCE WITH ANSI /AWWA C153/A21.53 -84 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -82. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53 -5.3 OF ANSI /AWWA C153/A21.53 -84 OR WITH SECIION 10 -4.3 OF ANSI /AWWA CI1D/A21.10 -82 SHALL- BE OBTAINED BY THE CONTRACTOR AND 0 N TRANSMITTED TO THE OWNER. li+l 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE (If IRON BODY, BRONZED - MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O -RING STUFFING BOX. VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380, OR M &H- ALL VALVES 12' IN DIAMETER AND LARGER, SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12° GAVE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. - iIIIIJ, 4 II z Z a 220 z 0 0 GO U) rn 210 SS CROSSING IF I_E. = 205.95 WATER CROSSING I.E. = 210.86 80 +00 - - PROFILE - ALIGNMENT 'I SCALE: 1" = 20' (H.), I- = 5' !V.; 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH PRESSURE) 15. CONTRACTOR TO PROVIDE PLUGS AND -- 1 POR.ARY BLOW -OFF DALEY- MORROW- POBLETE, INC. ASSEMBLIES CONFORMING TO AWWA C- 504 -80 WITH A 6 INCH INLET AND A M.V.O. OF FOR TESTING AND PURITY ACCE TI A NCF PRIOR TC FINAL TIE -IN. 5 INCHES, TWO 2 -1 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 INCH, 16. ALL JOINT RESTRAINT SYSTEMS !SHACKLE RODS. NUTS, BOLTS, ETC.) 60 DEGREES V. THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER SHALL BE AS MANUFACTURED BY THE STAR'. MANUFACTURING COMPANY OF 4.6263, 1 -1 INCH PENTAGON OPERATING NUT OPENED BY TURNING COLUMBUS OHIO OR EQUAL APPROVED IN WRITING BY THE DEPARTMENT OF COUNTER PUBLIC WORKS- CLOCKWISE (LEFT). 17 ASPHALT AND CONCRETE SKEET PAVING SHAL! BE SAWCUT TO 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM A MINIMUM DEPTH OF TWO INCHES. OIL FIAT STREETS MAY BE SPADE COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATER MAIN 12 CUT_ INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS. CURB, GUTTERS, AND FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE DRIVEWAY APPROACHES SHALL BE SAIND IT TO -1 MINIMUM DEPTH OF LOWERED TO CLEAR. TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 9. ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE 18_ .4 TEMPORARY COLD MIX ASPHALT PATCH. SHALL BE PLACED ON THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR DAY APPROVED 0, F INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE EQUAL, 2 LB /CU FT DENSITY FOAM WITH 90A DUROMETER URETHANE PACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS_ CALL FOR RUBBER COATING ON THE REAR OF "PIG" ONLY. "PIGS" SHALL BE SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CITY WILL TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR `,.' KITTEN APPROVAL (IF THE INSPECTOR. ASSIST THE CONTRACTOR WHO WILL PERFORM THE CLEANING OPERATION. 9A. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO 19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE UNDER WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL fMPROVED AREAS_ ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE BE 30 DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON- PVC PIPE. 9B. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE /WATER 20. ALL DUCTILE IRON PIPE SECTIONS EXCEEDING 20% SLOPE SHALL HAVE ONE PIPE ANCHOR PER CITY STDS. SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE 21. FILL AND COMPACT THE ROAD PRISM (ROADBED) TO FINISH GRADE PIPE AS LAID. CHLORINE SHALL BE METERED /INJECTED IN PRIOR TO EXCAVATION FOR THINE INSTALLAT!ON OF THE WATER MAIN IN ALL AREAS TO BE FILLED_ ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED IN 1 ABOVE. 10, A PRE - CONSTRUCTION CONFEREVICE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 3 (THREE) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY -FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 13. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL OF, FROM THE DEPARTMENT OF PUBLIC WORKS. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY. NOTIFICA- TICKS. 14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACK - FILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS 1\ a 220 �Wnc:.6ro . E: IONS 1 ui ex'Texs1DR c''mE IN Rm o`i��Oro�xo Lao" o _ e .s aIAR o <se nMO nNG O TO FIT eoA auu- RDQENNM ,WO WAr aloe a ea .R rnNa:E,z Rya rz-MU � c°NCRere REOaaND Ic.sr V. ree % e A ce s�Re o nS, TO ,,. i vE . V I M c E R 1. - TNOH RDR TO RODS. D =/a 1w.. IF- xroR.vr1' �11 TO - W.vs® DRON Roca IO- TO O /I', ON ..0 c�DUxn I F- �- FyII'2E HY[1RyNT _ASS -MBLY s scaRaorR uex Roar a RaDms FORE HYDRANT ASSEMBLY DETA HYDRANT LOCATION N Cllr OR FILL FIT .1-1 1 1r 1 2** BEEHIVE STRAINER 2 OPEN PATTERN, RETURN BEND 2" GALVANIZED IRON PIPE FIELD LOCATE 2" UNION 2" CLOSE NIPPLE 1728" CONCRETE METER BOX 3/8" STEEL DIAMOND WITH CUT OPENING AS REQUIRED, 16 SHORT NIPPLE PLATE COVER EQUAL TO FOG -TITS METER SEAL CO. SOB AFTER INSTALLATION, GROUT 2" UNION METER BOX. FIELD LOCATE. AROUND PIPE - J Z'x2 "x2" TEE -��_ 2" WE BEND WITH CLOSE NIPPLE BETWEEN BEND AND TEE BRONZE GATE VALVE. SCREWED EQUAL TO RED -WHITE VALVE CORP. 2I so• ELBOW FIG NO. 280 2" GALVANIZED IRON PIPE TO FIT 2 -2" 90° BENDS WITH CLOSE NIPPLE BETWEEN BENDS 2" GALVANIZED IRON PIPE _ _ $eoe° °p ` CLOSE NIPPLE 18'' LONG 12" MIN ��AA RR e CORPORATION STOP 90• BEND, 1 P. THREAD 1 - >YOYx o 00 °000 o TO COPPER, EQUAL TO FORD FB 500. 2" GALVANIZED IRON PIPE TO FIT 2" CAP WITH 1 /8" HOLE 2" 90° ELBOW 2" IPS TAP TO SERVICE M EQUAL TO MUELLER CO. FOR DRAIN. AIR AND VACUUM VALVE 2" ASSEMBLY - APCO N0. 1452C OR EQUAL. WASHED GRAVEL. PASSING AND RETAINED ON 1/4' MESH FOR DRAIN NOTE: 2" AIR & VACUUM RELEASE AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED VALVE ASSEMBLY AT HIGHEST POINT OF WNE. IF HIGH POINT PROVIDE INC A LOCATION A Ooj WHERE ASSEMBLY CANNOT BE INSTALLED. ORATION ADDITIONAL DEPTH �. �, true °R OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. Ti 11/96 0 E mo REV150 DWG. NAME: BR51 SP PAGE: B095 WATER MAIN IF ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2 -2" CLOSE NIPPLE AND 2 -2" 90° BEND, SCREWED AT THIS POINT. FIELD LOCATE 2" CLOSE NIPPLE CONCRETE METER S CLOSE NIPPLE {� ELBOW 2" 90° 2" 90° ELBO /�;('A 2" GALVANIZED PIPE AS REQUIRED CONCRETE BLOCEING J` °'• PLAN VALVE NOT EXTENSION AS REQUIRED TWO PIECE CAST IRON VALVE (SEE DWG BR4a / PAGE 8090) EQUAL TO OLYMPIC FOUNDRY CO. GROUND LINE CONCRETE SIDEWALK STANDARD 8" TOP SECTION. WITH RE STANDARD BASE SECTION LENGTH TO FIT. 2" GATE VALVE, SCREWE 2 -1/2" EST (HOSE) 2" GALVANIZED BLOW -OFF HYDRANT EQUAL TO PIPE 12" LONG p're KUPFERLE FOUNDRY CO- 2" CLOSE HIPP 2 "x2 "x2" TEE BETWEEN CAP OR PLUG 2" CLOSE NIPPLE BETWEEN AND 2" 90° ELBOW TEE AND 90° ELBOW. INSTALL 4 MIL POLYETHYLENE 2" 90° ELBOW PLASTIC COVER OVER WASHED 2" GALVANIZED PIPE GRAVEL. CUT HOLE FOR PIPE 18" LONG la" 161 ' 2- CAP WITH 1/8" (FOR 8 . MAEKS AND SMALLER 10 CU. FT. WASHED GRAVEL PASSING ---- TAP FOR DRAIN i AND RETAINED ON 1/4 MESH a � ADOPTED FOR BRIBE ELEVATION DO - _ it mI.�1--G BYs,�dX� BY BY EXPIRES 9 JAN. 2004 111 -111 D ?Sry, �� (lit/- ��93�fF, �cG.,<•1 /yJ sc:AnntiiSEP 13!20Q2 AT : I I I 1 1 I I 11 I q `27 1� I� } �I t .Ir....- I I. . , Fli " tll DALEY- MORROW- POBLETE, INC. q �; 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 n�F PHONE: (253) 333 -2200; FAX: (253) 333 -2206 VAI mo y NA IF E �D (ENGINEERING - SURVEYING LAND PLANNING o�po� aced I : EXPIRES 9 JAN. 2004 111 -111 D ?Sry, �� (lit/- ��93�fF, �cG.,<•1 /yJ sc:AnntiiSEP 13!20Q2 AT : I I I 1 1 I I 11 I q `27 1� I� } �I t .Ir....- I I. . , Fli " tll