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Home My WebLink AboutzS-3468Set00 o 0 <Lo COD P; 00 C-4 ,_, W. o o w Lf) 0a rn w L) C14 oc-1 0 ;Zo EXISTING UTILITY LOCATIONS SHOWN HEREON ARE 0 0 z Z < U O P., poll m� u V) > 04 z LO 5fYIA�- 0 z fq • Li 00 z 0 < 0 o ,,- z U) < n ry 7' 00 r I-- c/) U) ry m 0 2 FOUND 1-1/2" BRASS DISK W/PUNCH IN 4"X4" MONUMENT CASE DN 0.72' STA. 0+00 9 SE 1/4 OF SECTION 9, TOWNSHIP 23 N, RANGE 5 EAST, W.M. TYf, 4 LOCATIONS N,o J Q� 11+01 COY)......... . ..... ............ 819 02 ED Ell' 0 ;P ............ SD .. ..... ..... ... . . -:w: ........ . . 'n -------------- -- ............ TU F","fl ES -n 03 m 2+06"', W11' z —lldik�el is 7-3 ------------- .. ......... . ............. c z —1-t7i,-7 -7 -7 -5r., 7-_ 7- 7- 0 �7 771 z M co o > U cl) , n-, :...,..,t, ic, Lin K C5 J C) . ....... .. .... N.) 0 - - - ------ . . .. . ;N'. "Ell "VI 32 -n m :31 1,, A,4 30 > �n CD 0o X. !-K co 6' SS CLEAN❑UT `7 . ......... "A I W/ TRAFFIC BEARING LID P f j, sli RIM=369,00 . .. ....... A-I ty; 7;2 K IE=363,00, 8"' < av? g & 6// SIDESEWER A P" 'N. z� . .......... 2,07. MIN. ❑ SLOPE (TYP,) A., ... . ....... STA. 9+07, 18,7' RT ... .... ... MAINTAIN 10/ MIN, 0 EXISTING MANHOLE Xi, IE=347,58, 8" (NEW) BETWEEN SEWER AND WATER (TYP,) t o K PAVEMENT PATCH 'G) STA, 1+18, 5/ 8/ LT 4 N N - I - ---------- ... . . .... PER DETAIL SHEET 8 INSTALL 6' SS CLEAN❑UT RIM=375,0 It; IE=368.00, 6` 'A' 4 jdl TYP. 2 LOCATIONS j'j� AP USE TRAFFIC BEARING LID 9 5 ;g t 4 o J 0 NAJ J 13, - -4,k,.: zo 5, 0 X �is . ..... io 4 . ... ... /* 4, > V . " w " , Iii h NC 4T,zz,. A NOTE: 0 <Lo COD P; C-4 ,_, W. o o w Lf) 0a rn w L) oc-1 ;Zo EXISTING UTILITY LOCATIONS SHOWN HEREON ARE 0 0 z Z < U O P., poll m� u V) > 5fYIA�- APPROXIMATE ONLY. IT SHALL BE THE CONTRACTORS Al FIV.-C (VIVi=1368AT-1 RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND IE I'T 'U'MP ; S)---326,77 HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO z 0 1-111--, ..... . . .. . . . ................. FOUND 1/2" BRASS PIN REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO J1 W/ PUNCH 5" DN RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES ........ ..... 1. NOT SHOWN IN THEIR PROPER LOCATION, co Lu CALL BEFORE YOU DIG1 1-800-424-5555 -A -_4 ..... . ... . ... 0 fj . .. .. .. ... xi: xx z ............. M .................. ........... ........ yy cn STA 11+18 18 7' RT w w 0o X. !-K co 6' SS CLEAN❑UT `7 . ......... "A I W/ TRAFFIC BEARING LID P f j, sli RIM=369,00 . .. ....... A-I ty; 7;2 K IE=363,00, 8"' < av? g & 6// SIDESEWER A P" 'N. z� . .......... 2,07. MIN. ❑ SLOPE (TYP,) A., ... . ....... STA. 9+07, 18,7' RT ... .... ... MAINTAIN 10/ MIN, 0 EXISTING MANHOLE Xi, IE=347,58, 8" (NEW) BETWEEN SEWER AND WATER (TYP,) t o K PAVEMENT PATCH 'G) STA, 1+18, 5/ 8/ LT 4 N N - I - ---------- ... . . .... PER DETAIL SHEET 8 INSTALL 6' SS CLEAN❑UT RIM=375,0 It; IE=368.00, 6` 'A' 4 jdl TYP. 2 LOCATIONS j'j� AP USE TRAFFIC BEARING LID 9 5 ;g t 4 o J 0 NAJ J 13, - -4,k,.: zo 5, 0 X �is . ..... io 4 . ... ... /* 4, > V . " w " , Iii h NC 4T,zz,. A 0 <Lo COD P; C-4 ,_, W. o o w Lf) 0a rn w L) oc-1 ;Zo 0 0 z Z < U O P., poll m� u V) > 00 0 WATER GENERAL NOTES 1. ALL WORK. MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND .SPECIFICATIONS OF 25. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY ..BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY STORM DRAINAGE GENERAL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS. DEPARTMENT AND THE 1996 EDITION ACCEPTANCE PRIOR TO FINAL TIE-IN. OF MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER.. OF THE WSDOT /APWA. STANDARDS AND - SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON TAN S DARD PLANS &SPECIFICATIONS. A SET. OF APPROVED PLANS 26: ALL JOINT RESTRAINT SYSTEMS SHACKLE RODS NUTS,, BOLTS ETC. SHALL ( } LL BE AS MANUFACTURED. BY ,, z 2. ALL CONSTRUCTION SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. COMPANY OF COLUMBUS L R CTION SHALL BE IN ACCORDANCE WITH THE 1996 STANDARD SPECIFICATIONS FOR ROAD, THE STAR MANUFACTURING MB S OHIO OR EQUAL APPROVED IN WRITING BY THE O BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY W.S.D.O.T. AND THE AMERICAN PUBLIC WORKS - DEPARTMENT OF PUBLIC WORKS: � i-- A a SSOCIATION APWA , AS AMENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS: _ 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ( � ON WEEKDAYS v YS .UNLESS .OTHERWISE IN WRITING BY THE DEPARTMENT OF PUBLIC. WORKS AND C ETE STREET PAVING -SHALL BE AW 27. ONCR S CUT TO A MINIMUM DEPTH OF TWO . F 3 THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED _ AT (425)430-7301. THE ..POLICE DEPARTMENT FIRE .DEPARTMENT AND 91 1 SHALL P C w LL BE NOTIFIED OIL MAT STREETS MAY BE SPADE UT: ALL SURFACE. CONCRETE, PAVEMENT, SIDEWALKS CURB PLANS WHICH A 24 HOURS IN ADVANCE.. OF ANY WORK IN THE RIGHT OF WAY: GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO .INCHES.. OR LA W RE ON FILE IN THE DEPARTMENT OF PUBLIC, WORKS: ANY DEVIATION FROM THE • LA REMOVED TO AN EXISTING. EXPANSION JOINT. .APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY. OF RENTON PUBLIC WORKS 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE DEPARTMENT , SURFACE WATER UTILITY SECTION. a CONTRACTORS RESPONSIBILITY ES ONSIBILITY TO H VERIFY R THE TRUE AND CORRECT LOCATION SO AS TO AV OID 28. A TEMPORARY COLD MIX ASPHALT PATCH .SHALL BE PLACED ON THE .DAY OF INITIAL EXCAVATION WITH 4. A COPY OF THESE APPROVED PLANS MUST N THE J V CONSTRUCTION IS IN _ 1-800-424-5555. ' JOB SITE. WHENEVER CONST UC I DAMAGE OR DISTURBANCE. FOR ..UTILITY LOCATE CALL 48 HOURS LOCATORS T . . A PERMANENT, SEALED" -PATCH 0 BE PLACED,. TO CITY OF RENTON POLICY, WITHIN TEN. DAYS. CALL:. PROGRESS: FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. 4. N APPROVED ROVED TRAFF IC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE - 5. DATUM SHALL BE NAV PRE. CON D 88 UNLESS. OTHERWISE APPROVED BY CITY OF RENTON DEPARTMENT OF PRE-CONSTRUCTION MEETING: 29. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC -PIPE USED SHALL BE ALL CHEMICAL ' PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. w 5. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA.. C110 SCHEDULE 80 UNDER IMPROVED AREAS. 4 AND Cl 11 OR LATEST REVISION, 'THICKNESS CLASS 52: CEMENT .MORTAR LINING AND 'SEAL 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING ❑ COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON CONSTRUCTION AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION iS COMPLETED AND THE POTENTIAL FOR O T OR MECHANICAL JOINT: BEDDING TO BE CLASS C. ALL DUCTILE IRON PIP ON -SITE E EROSION HAS PASSED. E AND FITTINGS SHALL SEWER GENERAL NOTES o , BE POLYETHYLENE WRAPPED PER ANSI AWWA C105/A21.5-93 STANDARDS.. z 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE F RMANCE; WITH THE STANDARDS AND SPECIFICATIONS OF THE- 7. ALL RETENTION DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR: TO OR IN _ > : CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST RETENTION/ DETENTION ES EDITION OF THE WSDOT APWA STANDARDS. AND CONJUNCTION WITH ALL CONSTRUCTION 6. CAST IRON AND DUCTILE IRON FITTINGS- SHALL BE CEMENT LINED- PRESSURE RATED A / 0 STRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC E S NOTED SPECIFICATIONS. PART WORKS DEPARTMENT, SURFACE WATER UTILITY ON PLANS ' AND IN ACCORDANCE SECTION. DANCE WITH .ANSI AWWA Cl C1 10 A21:10 $7. CEMENT LINING SHALL BE IN _ ACCORDANCE WITH AN S AWWA C 104 A21.4 90 IF FITTINGS ARE 3 INCHES TO 12 INCHES IN / / N ACC 2: ALL CONSTRUCTION SHALL BE ACCORDANCE WITH "STANDARD SPECIFICATIONS F DIAMETER AND HAVE MECHANICAL JOINTS THE FITTINGS SHALL. BE IN ACCORDANCE •� ONS OR MUNICIPAL 8. GRASS SEED MAY BE .APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE .OTHER THAN CITY: OF D NCE WITH EITHER PUBLIC WORKS CONSTRUCTION" PREPARED BY S WASHINGTON STATE CHAPTER .� AMERICAN PUBLIC WORKS RENTON APPROVED. STANDARD MIXES SHALL BE , SUBMITTED BY A LANDSCAPE ARCHITECT AND �Y ANSI AWWA C110/A21.10-87 OR ANSI- AWWA C153/A21.53-94. . � / 3 INCH TO 12 INCH DIAMETER / ON APWA AN , LATEST EDITION D CI 0 � . CITY F RENTON STANDARD SPECIFICATIONS. 2 ( ) APPROVED BY THE PUBLIC WORKS DEPARTMENT S • �°' FITTINGS WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED' JOINTS SHALL BE IN A SURFACE WATER UTILITY SECTION. / ACCORDANCE WITH ANSI A WWA C1 TO A21.10. 7 8 OR .. A COMBINATION F 0 ANSI AWWA C 1 10 A21.10. - / / 87 AND � A I G UTILITIES 3: ALL LOCATIONS OF EXISTIN SHOWN ARE APP PROPERLY ROXIMAT N E A D IT SHALL BE THE C CONTRACTOR'S •Q `" 0 R CTOR S 9. ALL PIPE AND APPURTENANCES SHALL a• ." .- ANSI. AWWA C153/A21.53-94 L BE LAID ON A PREPARED FOUNDATION 1N SUCH THAT THE PORTION OF THE `FITTING WITH A MECHANICAL . �•z THE TRUE A •s RESPONSIBILITY TO VERIFY ND COR C _ o RE T LOCATION- SO AS TO AVOID DAMAGE OR ACCORDANCE WITH SECTION 7 02.3 1 OF THE • O CURRENT STATE OF WASHINGTON STANDARD c�.-. JOINT(S), MAY BE IN ACCORDANCE WITH ANSI AWWA` C153/A21.53-94 AND THAT PORTION OF THE � DISTURBANCE. SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. OF FITTING WITH FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI' AWW C ON. THIS SHALL INCLUDE NECESSARY THE TRENCH B .... :. ACCEPTANCE N BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND CE TESTING IN ACCORDANCE WITH SECTION 53,53 OF ANSI AWWA 0153 A21.53 94 OR 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR Q 0 R THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION WITH.. SECTION - COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE S0 THAT THE ENTIRE LENGTH OF ON 10 4.3 OF ANSI /AWWA C110 A21.10. 87 SHALL BE OBTAINED BY THE CONTRACTOR R. SITE. AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION AND TRANSMITTED TO THE OWNER. THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE: ALL PIPE BEDDING SHALL ... BE APWA CLASS "C", WITH THE EXCEPT _ . ION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE 5 IT SHALL BE THE RESPONSIBILITY OF TH E CONTRACTOR TO OBTAIN STREET USE AND.. ANY OTHER <' 7: GATE VALVES SHALL BE IRON BODY, BRONZED MOUNTED, DOUBLE DISC WITH. BRONZE WEDGING COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL' FILL AND 90� OTHERWISE PER ASTM RELATED PERMITS PRIOR TO ANY CONSTRUCTION. �-' DEVICE AN D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 OVER AND UNDER P.V.C. PIPE. a E D O-RING STUFFING: BOX (AWWA C500) 0R OF RESILIENT SEATED TYPE (AWWA 0509 o VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200. PSI: GATE UO VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY N0 A2380, OR M & H. 6. PLANS APPROVED BY THE CITY OF RENTON, ALUMINIZED PUBLIC ..WORKS .DEPARTMENT, SHALL TAKE PRECEDENCE 10. GALVANIZED STEEL PIPE AND ALUMIN 7 ED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE OVER ALL. OTHER PLANS: ASPHALT TREATMENT 1 OR BETTER INSIDE AND 0 P4 L # UTSIDE:, w o � o 13. FIRE HYDRANTS SHALL BE COREY w TYPE OPENING WITH THE PRESSURE OR COMPRESSION TYPE W V � • 7. A COPY OF THESE APPROVED PLANS MUST o BE ON THE JOB SITE WHENEVER .CONSTRUCTION IS IN 1 1. STRUCTURES SHALL NOT BE PERMITTED WITHIN 1 a m -� (OPENING AGAINST PRESSURE CONFORMING TO AWWA' C- 502 -85 WITH A 6 .INCH MECHANICAL 0 FEET OF THE SPRING LINE. OF ANY STORM PROGRESS: � a., w v JOINT INLET AND A - DRAINAGE PIPE,' OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. w cv ° MAIN VALVE OPENING (M.V.O.) OF 5 1 /4 INCHES, TWO 2 -1 /2 JNCH HOSE Z ,.,., w w NOZZLES WITH NATIONAL STANDARD - w Y " � R THREADS 7 1 2 THREADS PER .INCH AND ONE 4 INCH O E-+ w 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS BUILT DRAWING OF H o_ P HE 12: ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL h-i o w UMPER NOZZLES WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V.BL �n C7 � a - SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL r+ �,, �-a _ rn THREADS, OUTSIDE DIAMETER OF MALE TREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS w v S ENGINEER OR LICENSED PROFESSIONAL SURVEYOR: �.�/ H - SHALL HAVE A 1 -1 4 PENTAGON OPERATING .NUT OPENED BY TURNING COUNTER CLOCKWISE 13. OPEN. CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED (LEFT). R / UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE p m ADMINISTRATOR. � � •• AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO W O ol rn 9. THE TWO 2-1/2" HOSE NOZZLES SHALL BE FITTED WITH CAST. IRON THREADED CAPS WITH � , c ROCK F THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE 14 . . R E x OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS 95 PERCENT OF MAXIMUM DENSITY 0 EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE c� �'� QUARRY. ROCK PLACED TO A DEPTH OF 1 .FOOT AND MUST MEET THE FOLLOWING- SPECIFICATIONS. W M SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER THE FILL OVER PIPE SHALL BE THE SAME AS " " °' o� w CL TEST PRESSURES. DESCRIBED. 4 -8 /40 % -70% PASSING; 2 -4 ROCK /30� -40% PASSING; AND -2 ROCK /10 % -20% PASSING. > } 10. THE 4 ..PUMPER NOZZLE SHALL BE FITTED. WITH A STORTZ ADAPTER; 4 SEATTLE THREAD X 5 10: OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE m BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SYSTEM, UNLESS APPROVED BY THE DEPARTMENT OF DEVELOPMENT SERVICES PLAN REVIEWER OR z STORTZ. STORTZ ADAPTER SHALL $E FORGED AND /OR EXTRUDED 6061 -T6 ALUMINUM. ALLOY, � HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND 2 SET SCREWS 180 SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED CERTIFIED AS -BUILT DRAWING OF O PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION: A PERMANENT HOT MIX PATCH SHALL BE THIS DRAINAGE .SYSTEM SYSTEM WILL BE SUBMITTED TO THE CITY COMPLETION. � DEGREES APART. STORTZ FACE TO BE METAL, NO GASKET TO WEATHER: STORTZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS: Q COATED STAINLESS STEEL AIRCRAFT CABLE. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE 0 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM ; 11. FIRE HYDRANTS SHALL BE .PAINTED WITH TWO COATS OF PAINT: PRESERVATIVE PAINT NUMBER: SURFACE WATER DISPOSITION. FURTHER THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION J 2. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE P Lo 43 -655 ,SAFETY YELLOW OR APPROVED EQUAL. FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED .DURING CONSTRUCTION. SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE 0 COMPLETION OF CONSTRUCTION. 12. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, -j PROTECTIVE EQUIPMENT FLAGGERS AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFT, ALTH FT, 13: PI NC o ALL PE AND APPURTENANCES .SHALL BE LAID ON A' PROPERLY PREPARED FOUNDATION IN 13. AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE W FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE w ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD OF WORK COVERED BY THE z HYDRANTS, LATEST REVISIONS H CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY o� SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE � <� H - OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND TRAFFIC ENGINEERING DIVISION OF w 14: ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW HE DEPARTMENT OF PUBLIC WORKS. ALL SECTIONS OF THE COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF W.S.D:O.T. > STANDARD SPECIFICATION ° FINISH GRADE. ALL WATER MAIN 12 INCHES AND LARGER -SHALL BE AT A MINIMUM. OF 48 S 1 -07 -23 TRAFFIC CONTROL SHALL APPLY.. INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER .MAINS ARE TO BE THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE . LOWERED TO CLEAR. PEA GRAVEL 6 " ABOVE AND BELOW THE PIPE. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA (APA). W 15. ALL WATERMAINS SIX (6) INCHES IN DIAMETER AND LARGER .SHALL BE CLEANED WITH PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR N AQUA " " CLEANING "PIGS" PRIOR TO DISINFECTION. THE POLY PIGS SHALL BE GIRARD INDUSTRIES A 35, OR DUCTILE IRON CLASS 50 > Q Z SWAB -AS OR APPROVED EQUAL, 2 LB /CU FT. DENSITY FOAM WITH 90A DUROMETER URETHANE "PIG" 15. IN UNIMPROVED AREAS, MANHOLE TO .EXTEND MINIMUM 6 INCH AND MAXIMUM 12 INCH- ABOVE W RUBBER COATING ON THE REAR OF PIG ONLY. FINISHED GRADE. IN PAVED AREA COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH .PAVING. A 16. PIGS SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR W � WILL PERFORM THE CLEANING OPERATION, CL ---� a 17. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI W i Q OR 150 PSI OVER OPERATING PRESSURE, ` IN ACCORDANCE WITH THE SPECIFICATIONS OF THE Z W CITY OF , RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING () �- w SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE -' a QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS � o � o PER HOUR AS LISTED IN CITY. OF RENTON STANDARD PLANS & SPECIFICATIONS 7- 11.3(11). O Z THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. i �^ m 18. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CONCENTRATION) CHLORINE /WATER SOLUTION: DRY CALCIUM HYPOCHLORITE SHALL V) W . NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED /INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD SPECIFICATIONS ` W- REFERENCED ABOVE, ppyy�� W 19: A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. W W A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. O z) 20. TWENTY-FOUR (24) HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. U V 21. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO zo STARTING CONSTRUCTION. z U) w 22. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE W z UNTIL ALL SERVICE AGREEMENTS METER APPLICATIONS CONSTRUCTION PERMITS AND PAYMENT OF F- O E- U FEES HAVE BEEN MADE. TO THE CITY OF RENTON. � � w Z Q w 23. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON EXCEPT REC MM FOR PP -' _ 0 E E,P� 0 APPROVAL � � WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL).R FROM THE DEPARTMENT OF PUBLIC WORKS. ALL NECESSARY EXCAVATION AND MATERIALS TO BETE By: Date: °® DATE 10/20/2008 SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. JOB NO. 24. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL By: Dater BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES 24 HOURS IN DWG NO. ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS By: Date: ' o SHALL KEEP AS -BUILT DRAWINGS. SHEET i z By: Date: 8 OF �.J 00 o, • "CONCRETE SLOCIONG SENG PROCEDURE z A A A. CAI. Go to Table 2 Table 2 nee the eah beerkfgland tar .•t•:• PLAN VIEW NOTES. i = .• The amount a oenante naittred to anchor honzontct - sand and gravol: 3:000 te. /q. IL . ... .•t • - bands, teas end egad ends tlapende on the nrength - Go to F t; tqure 7 buRmtes the poWtIon '+ `�/ a W (SEE NOTE 4) LIMITS OF PIPE ZONE 1. PROVIDE UNIFORM SUPPORT UNDER BARREL a;. tiro ast. The methods a lasing eanarete to op a the aonaete 16, WoeWlp 1M 00' band. •• . St - _ the knt aaoerbis h clean Fl" 7. Ins red - Go to the Dane a the pro)sd and ma •.,: �" BACKFILL MATERIAL vt k. - test 9� depth of on h - 4 het h S,squre a ocrneste dnkh must boar agaMd. eP 1a(w) lM NAs of ths trench N found b dnitlkr0 the - wkNh a iroeeh (YQ 3 feet 'r'••'fn� O. - thrwt n pournih ahoen In Tt>ble �br iM ash (SEE NOTE 5) 2. HAND TAMP UNDER HAUNCHES. beoM lead a the sell as sheen In Trifle 2 With the above ass-bled hformaDon. 6„ To 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. BA we proceed to the me edeuidlane ID WI 3 3. COMPACT BEDDING MATERIAL Thru.: z7 3eo CAP VALVE BOX L TH EARS � CONCRETE- CLASS C . Area of concrete (A) . - e . zi2 tt o_ • HAND TAMP ONLY. O 38 MIN. 1. The sirtn roa,MS.is frhMZantai or soh aaerkig coca 3:000 °Q IN DIRECTION OF WATE/LENGTH 2. SQUARE - - _ dorn.�'i%rueant 22 1/2 ., (SEE NOTE 8) . g . K Depth of Trench H Fed _ .. 2 Height a the th -d Dbeh most M sWol - Mmdmum Hel t of Thrust Block Hm - .MAIN AND WORD. WAT WIDTH _ C REPARATION OF TRENCH IN THE SANITARY SEWERS SECTION to or test than 1'" the son the d � ( ) 2 OPERATING NUT 4. SEE EXCAVATION AND P � �a `' gfO1" - CAST INTO IT I T TIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. surface to the W was. h � OF THE STANDARD SPEC FIC A a The thrust block b Face w atel - - _ 2 x FOUNDATION LEVEL Being approzkn y 2. 2 0. - _ WHITE POST ti THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A � .. a The concrete Moak ahoR M w r APWA SEE DETAIL ...,..�. .+.. INIMUM CONCRETE WIDTH SHALL BE 1 -1 2 I.D. +. 18". V P ...,• . n l ...... w .... ; BEDDING THE M / an74 -•2ti: Depth a Concrete Thrust Block (De) ... .. /� y ... tf.•. .,.:. • :.,. .. t. _ ay. Width a TYenaA h year atsaa Diameter a a Ii- (f0 Poe O ... 1 _ ., , 5. TRENCH BACKFILL SHALL CONFORM TO BACKFILLING SEWER TRENCHES IN THE W „ a oat et IX I=& ot n Feet 2 CLASS A DESIGN _ ptoe +•.. 4 1 4 DIA. ( ) SANITARY SEWERS SECTION OF THE STANDARD SPECIFlCATIgNS, EXCEPT THAT ROCKS T . Thrust h Pounds of 1Mf fit .(Table 1) / i - s - aza SBL Sah Beer►+iload s. PounaDrn� R. Tebie 2 •• /sa ( ) L N° BE USED E 6 7.73 ft. n OR LUMPS LARGER THAN 1 PER FOOT OF PIPE .DIAMETER. SHALL NOT IN TH °� 1 8 MIN. THICKNESS: „ h^ .D th aTmrh In Fast 2 / .. W . rll�tln a Trw ah 16 fed 24 BACKFILL MATERIAL A _ Ana acorn deb chid must Mora d the of canarele. gd+ II sW. a the t tt s5� . It Maxknum Length of Thrust 81od (Lm) CE CAST IRON VALVE Hs nt of concrete 2 PIE Hm - Mmhnurtt.Hat t a ths Thrud Black h root M •• •• AGGREGATES SECTION OF THE ; �� _ 6. SEE BEDDING MATERIAL FOR RIGID PIPE IN THE AG Do Depth a the ° Thrud t6erx BOX RICH SEATTLE TYPE W S E NO A 7as E TE 4 LIMITS OF PIPE ZONE . - - 3.ad m (SEE STANDARD SPECIFICATIONS, FOR THE MATERIAL SPECIFICATIONS, to um 9neta`h of feet _ TTm _. o STEEL un . Mmdmum th a the Thrud slack m Feet OR OLYMPIC FOUNDARY L«rg 45 BEND II ked Amount of concrete - He ht x 0. AS RE UIRED th Leo x o370a .Row � MP gttJ GROUND SUFACE Hm x tm x Dc). K 0:03704 TEE BACKFILL MATERIAL 7: SEE BEDDING MATERIAL FOR FLEXIBLE PIPE IN THE AGGREGATES SECTION OF .: p O 0:03704 STANDARD SPECIFICATION FOR THE MATERIAL S ECIFICATI NS (SEE NOTE 5) 6 30 cu. yd ds� O EI .S TAiTti � VALVE MARKER POST 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FL W UN S h d - 1 8 MIN THICKNESS / ° Hm3 4° z Thruet.at FRbngs In Founds Tees BLOCK BASE [-Do D o CLASS D 22 -1 W 4" MIN. 1/4 I.D. 12" MAX, * D. Gds Bend V) 7: Am of Concrete (A) - - Thrust In Pounds soh Baarsg Load In Pounds . FQ Band 3• 2 Maaknum H ! of Thrust Black Hm - Death of Tranoh i n .Fed - 2 - - � 2 ° In Thruet.at FRbngs In Founds Tees W CLASS D 22 -1 11 -1/4 4" MIN. 1/4 I.D. 12" MAX, * Dead. Endo Bend Bend Ban Band 3• 300 L120 3' 3,000 1630 gi0 530 1/2 O.D. 8• g• 300 300 15.100 ila 21340 50 11.550 X3 b 5:550 1 700 4b2o 10• 1Y 276 290 21620 4930 MOO 4a:00D 18,540 26,660 8430 1 2M 4`330 8,> D 14• 1 8' 1 250 225 200 48;20D 45,250 50900 66:370 et000 2 7 ODD 36:340 3t820 3B tt4o 18A30 '19" 650 ee0 8,240 6050 1 1B0 b 20• 200 62:e40 sop 48,060 24;520 12,680 24� 30" 200 200 480 370 12y7,,g9p8p0 1287 $&fflD 1116,740 35,320 � 1 &100 3e 200 20'x,550 9'30 - 40,M BEDDING MATERIAL MAINTAINED. .•. ...:� 2 -1 4 INSIDE .MEASUREMENT FOR RIGID PIPE 'i.. / „ SEE NOTE 6 t::' 2 -1 /4 DEPTH B FOUNDATION LEVEL VALVE OPERATING NUT A EXTENSION -� 0 $gd*BEND SECTION A A 11 =T 4 / CLASS B C D DESIGN (women of itpnan FIGURE 1 BEDDING FOR RIGID PIPE & Depth a Concrete Thrust Bled, - MOU Dkmletr a PiPa M Feet) M.-d _ _ . p 2 TAME 2 Aroo of Concrete A Soh Raisins Imde M Lb./Rg, Fi . t Medmum length of Thrust Block (tan) -R,_ - Maxknum Height NOTE. FOR CONVEX VERTICAL BENDS BLOCKING The ante baafiy load* a In the fo0eekn table pro far & Rswksd Amount a Connote Cu. YcL (Height x Depth ■ Len . 0.0:7704. exceeds rethrusts nroinen the depth of pew over the pipe SEE APWA STANDARD PLAN N0. 73. ( > (mg Dom gth> enaeeae z tent (Hm x. Lm x Do) a 0.03704 _ Safe gearing Land E 19f8YElE SOIL Ib. per sa Fi 1. Pr W- - sly post. ate. T Coleulaaef of the anent of concrete reoulred to block a 90• bend In an Or Bond 2.000 C.I. ester maim, the normal operating pressure In the pipe will M BS pal and the ao1 o d end � cemented with Clay 4&,O00D0D - CONCRETE BLOCKING SIZING PROCEDURE - condition In the ono sdleotss send and gravel. Hard Snde .70;000 2 sm+tigx y +m muck or Pod o thrusa shall be restrained by tae r O ADOPTED Maahnum tssfklp (See Table 1) -300 . 0.75 R tb reds to eoild foundations r b*y ramowl of muds - V - - Cold" dlorneter pplpa._ 9.05 ti. - 9:05 2 or and rap�aeemeni Ith Mllad et suMcient CITY - OF RENTON - Go to Tabs 1: The en8 9 prerPnn of 300 p :sae datigity to ratat tkrusb. ♦ -. - thd the thrust on. 0 90' bend In 21.380 ponds. O_ STANDARD PLANS N S O IST DATE: 12/96 - REFORMAT TO it' Y DCV DRT - ICORRECIED COLUMN HEADINGS DCV I AC DWG NAME: BR26 SP PAGE: 8085 - DATE I REVISION 1 BY PPR 055 CONCRETE BLOCKING SIZING ROCS P DUKE Q 0) PROPERTY LINE Z ( W (SEE NOTE 4) - LIMITS OF PIPE ZONE VALVE OPERATION NUT E XTENSION NOTE: VALVE MARKER NOTES. _r EXTENSIONS ARE REQUIRED WHEN VALVE NUT VALVE MARKERS SHALL BE EQUAL TO 1' -0" ('ARSONITE UTILITY MARKER IS MORE THAN THREE (3) FEET BELOW FINISHED. * ,: 0 BE A MININMUM OF = - SI ARE T I AND UNDER GRADE. EXTENSIONS R BEDDING MATERIAL A 4 MIN. 27 I.D. LD A VA ,. , . VALVE MARKER POST TO BE USED FOR A E R LL V OPERATING NUT EXTENSION VALVE PERATIN ONE 1 FOOT LONG. ONLY ONE. EXTENSION TO FOR FLEXIBLE PIPE s MIN. OVER 27 I.D. MAIN LINE VALVES OUTSIDE PAVED AREAS BE USED PER VALVE. SEE. NOTE 7 SANITARY SEWER �L AND VALVE MARKER. POST PIPE BEDDING FOR Y Y '� e V o "/. Asa-•' ADOPTED ADOPTED O e� • RE 'TO BE -MADE OF � � p a �2 NOTE. ALL EXTENSIONS A ,� FOUNDATION LEVEL ; , .� � . U CITY OF ITIIdiTON a Z OL e V CITY OF N&NTON 75 PAINTED STEEL;. SIZED AS NOTED, AND NTH + ® ♦ ♦ •a UJa•� o I- e TWO COATS OF METAL PAINT: STANDARD i'vLNs ' STANDARD PLANE 17e a¢ - (l e O a o LET DAIS. 12 98 O LIST DATE 4/97 e a ., MS / (CLASS F DESIGN)." N'T �5 ,o tz/ee R.lpn,ot.d to n n7. DCV DRT DT o Ca. -._ , 4 -4-97 Corrected. note 4 OCV �' f0 6 text B D __ __ e b Eaead DDV Ao ED LNG FOR FLEXIBLE PIPE r�` ATE 2 27 97 Revised not . 4,5,7 8.8. Added note 8 KJ o. ,( SP AG 077 e S NA E. BW18C P E B DWG. M V�' ., DWG. NAME. BR46 SP PAGE. 8090 a; DATE REVISION 8Y APPR I N BY .PPR DATE REVIS 0 ��•Oeeaaoe ° VALVE OPERA SEWER- AN ,t i 090 ALV TING NUT EXTENSION 0 PIPE BEDDING FOR SANITARY SE VALVE AND MARKER POST OPTIONAL , NOTES Vrr ^^ J . 1. When the driveway full width exceeds 15 feet; construct a % !'� DRIVEWAY depth expansion joint (see Standard Plan F-3) with 3/8 " joint RI filler along the driveway centerline: 00 j (BY OTHERS) W to } p O FUTURE CEMENT CONCRETE 2• Construct expansion joints parallel with the centerline -as _ . 0 .. U 6 r- a� W BUILDING SEWER PIPE BUILDING SEWER CURB &GUTTER required at 15 maximum spacing when driveway widths exceed P-4 tV fJ~ W - _ - 30 : See Std. Plan F -3 for sidewalk details. x rs4' Y --1 Q - - - - - - (SEE NOTE 3) O A O - H H ,l W w CEMENT CONCRETE H rn o la W ' r1 Z .. .• 3. Curb and gutter shown, see the Contract: Plans for the t C7 2 x 4 STUD SERVICE MARKER PAINT UPPER PEDESTRIAN CURB TYP. _ US to _ TEE WITH 6" SIDE OUTLET J OR11ON WHITE NS STENCIL ( ) RAMP WITH 12H:1 V curb design specified. See Std. Plan F 1 for curb details. TLE I P n A NC L ON SIDE � H � w U WORDING SEWER WITH 3 HIGH BLACK LETTERS. SLOPE (TYP.) - AND 6 WIRE WRAPPED AROUND THE STUD AND 4. Avoid placing drainage structures, junction boxes or other 6" SIDE SEWER AND B w # CEMENT obstructions in front of driveway. entrances. W (� - BUILDING SEWER a o EXTENDED TO THE TOP OF THE STUD. CONCRETE DEPRESSED 01 z m a I CURB & GUTTER 5. When driveway approaches are constructed in a commercial zone, O UNLESS OTHERWISE APPROVED BY THE CITY MAKE TAP THROUGH CAST SIDEWALK W TS (SEE NOTE 3) the concrete driveway entrance shall be thickened from 6 Inches. IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS to 10 inches. This includes concrete approach Types 1 -4, c7i O I� WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. c sidewalks constructed behind the driveway apron, and the curb and ^ 1' a gutter associated with each driveway approach. CO O z Ny Z W (A a 60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 TYPE 1 ^a ISOMETRIC VIEW ^ M �i U O- FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED SEE SHEET• 3 OR DUCTILE IRON PIPE. ! ��1 m hOVG o Z 1:3:5 MIX tK CONCRETE j. ��`MG� DRIVEWAY BLOCKING �� N 2y PN g�0 (BY OTHERS) 2% MIN SLOPE OEM. CONC. Q CURB &GUTTER HORIZONTAL 0 (SEE NOTE 3) 6.. SIDE OUTLET TEE SEWER MAIN CEMENT CONCRETE DRIVEWAY ENTRANCE 6.. MIN. SEWER MAIN DRIVEWAY ENTRANCE TYPES 1, 2, CONCRETE BLOCKING ANGLE SIDE SLOPE (TYP.) TYPICAL SIDE SEWER ELEVATION REGOMMENDEP FoR APPROVAL OF TEE AT MAIN OVER 25 ! p ELEVATION STANDARD SIDE SEWER INSTALLATION CEMENT CONCRETE DEPRESSED Sheet 1 -� � 0 (SEWER MAIN TO PROPERTY LINE) SIDEWALK, CURB & GUTTER Q' J ZY p ADOPTED v7 : ®Cii'd°: /�® m z NOTES ADOPTED (SEE NOTE 3) cJ CITY OF RENTON W _ m UNLESS OTHERWISE SHOWN ON PLAN SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY a CITY OF RENTOx 112 Z o ♦ ellp�q� Z W 2 o LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. •f/ti STANDARD PLANS (� Z .� � � STANDARD PLANS �, O LST DATE: 04/04 i�ye 61�111�+. o s fO LST DATE: 12/96 TYPE 2 ISOMETRIC VIEW <4 W. Acklitl 0,12 19 Edited note. DCV AG SEE_ SHEET 4 1913/29911 on 0 .. DWG. NAME: F004 SP PAGE: F00 DATE REVISION BY APPR DWG. NAME. BR39 SP PAGE. 8078 DATE REVISION BY APPR DY• D : 078 STANDARD SIDE, INSTALLATION 1 CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 1 2 Data: _ T W (SEWER MAIN TO PROPERTY LINE N. .s.' FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR 13,x24 PU1S71C METER BOX EQUAL TO MID - STATES PLASTIC, _ � - INC. BCF SERIES MSBCF 1324 -18 WITH 1.75" THICK DUCTILE COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 928, MUELLER T POND PLATE AL TO crtr RevATE SUPER CENTURION 200, AND WATEROUS PACER WITH B" MECHANICAL Ile IRON D A COVER READER MID STATES PLASTICS JOINT INLET r INC. MSCBC- 1324 -R WITH READER UD AND 7 -5/8' DRILLED �RD WITH LUGS. 5 -1/4 MAIN VALVE OPENING. TWO 2 -1 /2- HOLE FOR 1T3UCHREAD PIT LID (SEE DETAIL A -A) HOSE CONNECTIONS NATIONAL STANDARD THREADS 4" PUMPER z 2.5' S m w CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR; W IN UNIMPROVED RIGHT OF 4.875° SEATTLE THREAD X 5° STORZ, ATTACHED WITH 1/8" STAINLESS MIN MIN MIN IMINIMIN WAY INSTALL METER BOX AT STEEL CABLE. 1 -i/4 PENTAGON OPERATING NUT. FIRE HYDRANT TO o v °d PROPERTY ENE WITH 12 < LONG COPPER TAILPIECE. BE PAINTED WITH TWO COATS OF PAINT. KELLY- MOORE/PRESERVATtVE 3 J 9° MIN PAINT No. 5780 -563 DiM ACRYLIC GLOSS, SAFETY YELLOW OR i M 72" MAX SIDEWALK APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY OR AS e 1 f1 FINISH l ttADE ° DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO :' . . , - 1 r .t '. :>. •,v t•..•, � BE USED IF REQUIRED. :• .•T.,.� <y� : �+'..,, , '}•IA;t ,� :,<..<:: v TESi1NG DETAIL � . ..• .• e• 1 O- z Q !.v� TOUCHRFAD WATER r , 1 e �i METER TO BE 72• 18° TO 20" BEHIND BACK OF 6.5 MIN. V 38° IN CO.. St}}.,,s SUPPLIED BY THE CURB OR 12' BEHIND BACK OF to FI M COVER r3 CITY SIDEWALK THAT IS ADJACENT TO W I TYPE "K" SOFT �PiQj CURB TWO -PIECE CAST IRON VALVE BOX MATH LUG TYPE COVER. 1 COPPER TUBING. FO TANDARD 8° TOP SECTION 1 a 2.5r 1, 1 . � V / -- EQUAL TO OLYMPIC FOUNDRY CO. , 1 Q 22 -t/2 4.875° x 5° STORZ WITH REGULAR BASE SECTION LENGTH TO FIT, VALVE NUT MIN MIN MIN MIN MIN t� EXTENSION AS REQUIRED (SEE DWG BR48 /PAGE BG9G). I I _ NEW DUCTILE NEW D.I. WATER LINE !IRON MAX • . 2" CLASS ,B, • RAISED PAVEMENT MARKER TYPE 88 wATTxtkiAlN MIN 2� FACE OF CURB OR IF SERVICE LINE TO HOUSE IS 3/4 OR 1" � AS S1IMSONITE TWO -WAY BLUE. . . . . .. .. . .: ( i- TO BE INSTALLED IN THE FUTURE GALVANIZED EDGE OF PAVEMENT 1 in INSTALL FORD 014-33 OR 44 FIDT PLUG lop '1 x COMPRESSION COUPLING 42° MIN CONCRETE BLOCKING . . .. V LOOP DOWN TO CENTERUNE BURY e W W OF WATER MAIN TO PROVIDE SLACK IN COPPER SERVICE TAPPING TEE MJxFL VERTICAL LANGS(M N T FOR POLYPIGGING ° ° • * 'E' , , COPPERSETiER FOR 5/8'x.•1/4. METER:. FORD ..� II - ( ) 7 -BOND FIANCE ON TOP WITH 2" TAP AND 2° PLUG � .. ACP. CLASS E OR B LINE TO METER. V8H72 -15W- 44-330 OR MDDONALD B ASS: 21 -215 0 0 33 OR '� - x TAPPING GATE VALVE (FL XMJ) R OLQQ >a,. O �t TEMPORARY PLUG WITH 2 -NCH TA 1 -BOND FLANGE ON BOTTOM 2'r CLASS 'B' VJ MUELLER: 3/4-8-2470-w2 OUTLET NGLE BALL VALVE ON INLET AND i. -0) 1 P 1 -P SINGLE CHECK VALVE ON OU11ET „ 1. AND 2 -INCH BLOW -OFF. ASSEMBLY LUG(MJ) WITH 2-TAP & 2 BLOW -OFF. ... .... ... .... . r� °L CONCRETE BLOCKING TEMPORARY BLOCK : 6 CRUSHED CORPORATION STOP. FORD TAPERED THREAD COPPERSE711ER. FOR 1" METERe FORD N3H72= 15W -44 -440, OR „ �• MAIN LINE TEE. WITH 5 FLANGE SIDE OUTLET. * �r _ V J �GC).° QUICK JOINT MoDONALD BRASS: 21-415WCW", OR MUELLER: i -B- 2470 -2 i?, s 3/4 ,F1OOG -3-0) OR AY MCDONALD 47010 BOTH INLET AND OUTLET WITH PACK JOINT MTN GRIPPER. 8" GATE VALVE (FL X MJ) AWWA C -509, RESILIENT SEAT 2 TO 6 SURFACING TOP COURSE (1° FIDOO -4-0) OR AY MCDO14AID 4701Q PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK W CLASS 'E' CENTER LINE OR VALVE ON OUTLET. ALL PACK -JOINT FITTINGS SHALL BE WITH 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FlT ' ' ' ' ' ° ' " ' ' QUICK JOINT. 76 x B" x 4" 2 -3/4" COR- TENSTEEL TIE RODS. SEE STD DETAIL FOR ITE RODS. z OR . . . . .° CRUSHED ROCK, O LANE LINE MINIMUM CONCRETE � CLASS +B' .. .. . • ' ..•.. ,•.•,�. FLOWABLE FILL NOTE:. BLOCK UNDER ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE HYDRANT -1/2 YARD WASHED DRAIN ROCK (3-TO 3/8 °) MIN. r CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON \I* ABOVE BOOT FLANGE. PLACE 8 MIL - 3 - .. . " .. .. AS REQUIRED BY ENGINEER. BOTH SIDES OF METER BOX. POLYETHYLENE FILM AROUND TOP AND SIDES OF Q GRAVEL: c o FINAL CONNECTION DETAIL ~ zO FIRE HYDRANT ASSEMBLY '^ w - A - TYPICAL PATCH FOR FLEXIBLE PAVEMENT v ) . - A .. DRILL 7 -5/8° DIA. HOLE FOR AMR _ - : - - , _ / E E F- (AUTOMATIC METER READ) TOUCHREAD DEVICE LEVEL ALL GROUND LL/ -i- 6.5 MIN. WHEN PERPENDICULAR TO O MIN S RADIUS LEVEL ALL GROUND 2" DEPTH OF ROADWAY CENTERLINE V V L a 2 -i/2 MIN. FROM NEAREST IN 3' RADIUS Y W AND FRONT EDGE OF PIT UD �`- �1 -. -�1r NEW D.I. WATER LINE - GRIND OR SAWCUT AND .REMOVE �'C ADOPTED: Z Q W - r �.- --i- v O C)TY OF 1tENTON O W _W 1 4.875'x5" III I_ _ 8 1 STORZ ♦ + J STANDARD PLANS / rn TYPICAL ONE MAN ROCK - O.. LW DATE: 12/96 Q. V RIB � � NOTE: i * SEE DWG HR -05 FOR MINIMUM STANDARDS - DATE 10/20/2008 # THE 'tCENTER OF THE HOLE MUST BE AT LEAST .!° FROM 6 _ - DWG. NAME: HR -23. SP PAGE: H032A. UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE I DATE REVISION BY PR NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN FILL AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF - ONE RIB. JOB AND CONNECT TO VALVE WiTH D.I. SLEEVE (MJ) & D.I. SPOOLS .NO. CUT FINAL CONNECTION BY CITY FORCES 4 TYPICAL PATCH FOR FLEXIBLE P A VE M E N T HYDRANT LOCATION IN CUT OR FILL DWG NO. ))_ 106 3Z4 8c 1 WATER SERVICE CE B1 N.T.s. ER S 102 FIRE HYDRANT ASSEMBLY DETAIL 15 WATER CONNECTION DETAIL SHEET Z WET TAP 8 0 F 8 on BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F A 4" MIN. 1/4 I.D. 12" MAX, * * ZERO B 1/4 O.D. 1/2 O.D. 1/8 O.D. ZERO O.D. C 3/4 O.D. 1/2 O.D. 1/8 O.D. O.D. - - IS MORE THAN THREE (3) FEET BELOW FINISHED. * ,: 0 BE A MININMUM OF = - SI ARE T I AND UNDER GRADE. EXTENSIONS R BEDDING MATERIAL A 4 MIN. 27 I.D. LD A VA ,. , . VALVE MARKER POST TO BE USED FOR A E R LL V OPERATING NUT EXTENSION VALVE PERATIN ONE 1 FOOT LONG. ONLY ONE. EXTENSION TO FOR FLEXIBLE PIPE s MIN. OVER 27 I.D. MAIN LINE VALVES OUTSIDE PAVED AREAS BE USED PER VALVE. SEE. NOTE 7 SANITARY SEWER �L AND VALVE MARKER. POST PIPE BEDDING FOR Y Y '� e V o "/. Asa-•' ADOPTED ADOPTED O e� • RE 'TO BE -MADE OF � � p a �2 NOTE. ALL EXTENSIONS A ,� FOUNDATION LEVEL ; , .� � . U CITY OF ITIIdiTON a Z OL e V CITY OF N&NTON 75 PAINTED STEEL;. SIZED AS NOTED, AND NTH + ® ♦ ♦ •a UJa•� o I- e TWO COATS OF METAL PAINT: STANDARD i'vLNs ' STANDARD PLANE 17e a¢ - (l e O a o LET DAIS. 12 98 O LIST DATE 4/97 e a ., MS / (CLASS F DESIGN)." N'T �5 ,o tz/ee R.lpn,ot.d to n n7. DCV DRT DT o Ca. -._ , 4 -4-97 Corrected. note 4 OCV �' f0 6 text B D __ __ e b Eaead DDV Ao ED LNG FOR FLEXIBLE PIPE r�` ATE 2 27 97 Revised not . 4,5,7 8.8. Added note 8 KJ o. ,( SP AG 077 e S NA E. BW18C P E B DWG. M V�' ., DWG. NAME. BR46 SP PAGE. 8090 a; DATE REVISION 8Y APPR I N BY .PPR DATE REVIS 0 ��•Oeeaaoe ° VALVE OPERA SEWER- AN ,t i 090 ALV TING NUT EXTENSION 0 PIPE BEDDING FOR SANITARY SE VALVE AND MARKER POST OPTIONAL , NOTES Vrr ^^ J . 1. When the driveway full width exceeds 15 feet; construct a % !'� DRIVEWAY depth expansion joint (see Standard Plan F-3) with 3/8 " joint RI filler along the driveway centerline: 00 j (BY OTHERS) W to } p O FUTURE CEMENT CONCRETE 2• Construct expansion joints parallel with the centerline -as _ . 0 .. U 6 r- a� W BUILDING SEWER PIPE BUILDING SEWER CURB &GUTTER required at 15 maximum spacing when driveway widths exceed P-4 tV fJ~ W - _ - 30 : See Std. Plan F -3 for sidewalk details. x rs4' Y --1 Q - - - - - - (SEE NOTE 3) O A O - H H ,l W w CEMENT CONCRETE H rn o la W ' r1 Z .. .• 3. Curb and gutter shown, see the Contract: Plans for the t C7 2 x 4 STUD SERVICE MARKER PAINT UPPER PEDESTRIAN CURB TYP. _ US to _ TEE WITH 6" SIDE OUTLET J OR11ON WHITE NS STENCIL ( ) RAMP WITH 12H:1 V curb design specified. See Std. Plan F 1 for curb details. TLE I P n A NC L ON SIDE � H � w U WORDING SEWER WITH 3 HIGH BLACK LETTERS. SLOPE (TYP.) - AND 6 WIRE WRAPPED AROUND THE STUD AND 4. Avoid placing drainage structures, junction boxes or other 6" SIDE SEWER AND B w # CEMENT obstructions in front of driveway. entrances. W (� - BUILDING SEWER a o EXTENDED TO THE TOP OF THE STUD. CONCRETE DEPRESSED 01 z m a I CURB & GUTTER 5. When driveway approaches are constructed in a commercial zone, O UNLESS OTHERWISE APPROVED BY THE CITY MAKE TAP THROUGH CAST SIDEWALK W TS (SEE NOTE 3) the concrete driveway entrance shall be thickened from 6 Inches. IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS to 10 inches. This includes concrete approach Types 1 -4, c7i O I� WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. c sidewalks constructed behind the driveway apron, and the curb and ^ 1' a gutter associated with each driveway approach. CO O z Ny Z W (A a 60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 TYPE 1 ^a ISOMETRIC VIEW ^ M �i U O- FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED SEE SHEET• 3 OR DUCTILE IRON PIPE. ! ��1 m hOVG o Z 1:3:5 MIX tK CONCRETE j. ��`MG� DRIVEWAY BLOCKING �� N 2y PN g�0 (BY OTHERS) 2% MIN SLOPE OEM. CONC. Q CURB &GUTTER HORIZONTAL 0 (SEE NOTE 3) 6.. SIDE OUTLET TEE SEWER MAIN CEMENT CONCRETE DRIVEWAY ENTRANCE 6.. MIN. SEWER MAIN DRIVEWAY ENTRANCE TYPES 1, 2, CONCRETE BLOCKING ANGLE SIDE SLOPE (TYP.) TYPICAL SIDE SEWER ELEVATION REGOMMENDEP FoR APPROVAL OF TEE AT MAIN OVER 25 ! p ELEVATION STANDARD SIDE SEWER INSTALLATION CEMENT CONCRETE DEPRESSED Sheet 1 -� � 0 (SEWER MAIN TO PROPERTY LINE) SIDEWALK, CURB & GUTTER Q' J ZY p ADOPTED v7 : ®Cii'd°: /�® m z NOTES ADOPTED (SEE NOTE 3) cJ CITY OF RENTON W _ m UNLESS OTHERWISE SHOWN ON PLAN SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY a CITY OF RENTOx 112 Z o ♦ ellp�q� Z W 2 o LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. •f/ti STANDARD PLANS (� Z .� � � STANDARD PLANS �, O LST DATE: 04/04 i�ye 61�111�+. o s fO LST DATE: 12/96 TYPE 2 ISOMETRIC VIEW <4 W. Acklitl 0,12 19 Edited note. DCV AG SEE_ SHEET 4 1913/29911 on 0 .. DWG. NAME: F004 SP PAGE: F00 DATE REVISION BY APPR DWG. NAME. BR39 SP PAGE. 8078 DATE REVISION BY APPR DY• D : 078 STANDARD SIDE, INSTALLATION 1 CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 1 2 Data: _ T W (SEWER MAIN TO PROPERTY LINE N. .s.' FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR 13,x24 PU1S71C METER BOX EQUAL TO MID - STATES PLASTIC, _ � - INC. BCF SERIES MSBCF 1324 -18 WITH 1.75" THICK DUCTILE COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 928, MUELLER T POND PLATE AL TO crtr RevATE SUPER CENTURION 200, AND WATEROUS PACER WITH B" MECHANICAL Ile IRON D A COVER READER MID STATES PLASTICS JOINT INLET r INC. MSCBC- 1324 -R WITH READER UD AND 7 -5/8' DRILLED �RD WITH LUGS. 5 -1/4 MAIN VALVE OPENING. TWO 2 -1 /2- HOLE FOR 1T3UCHREAD PIT LID (SEE DETAIL A -A) HOSE CONNECTIONS NATIONAL STANDARD THREADS 4" PUMPER z 2.5' S m w CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR; W IN UNIMPROVED RIGHT OF 4.875° SEATTLE THREAD X 5° STORZ, ATTACHED WITH 1/8" STAINLESS MIN MIN MIN IMINIMIN WAY INSTALL METER BOX AT STEEL CABLE. 1 -i/4 PENTAGON OPERATING NUT. FIRE HYDRANT TO o v °d PROPERTY ENE WITH 12 < LONG COPPER TAILPIECE. BE PAINTED WITH TWO COATS OF PAINT. KELLY- MOORE/PRESERVATtVE 3 J 9° MIN PAINT No. 5780 -563 DiM ACRYLIC GLOSS, SAFETY YELLOW OR i M 72" MAX SIDEWALK APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY OR AS e 1 f1 FINISH l ttADE ° DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO :' . . , - 1 r .t '. :>. •,v t•..•, � BE USED IF REQUIRED. :• .•T.,.� <y� : �+'..,, , '}•IA;t ,� :,<..<:: v TESi1NG DETAIL � . ..• .• e• 1 O- z Q !.v� TOUCHRFAD WATER r , 1 e �i METER TO BE 72• 18° TO 20" BEHIND BACK OF 6.5 MIN. V 38° IN CO.. St}}.,,s SUPPLIED BY THE CURB OR 12' BEHIND BACK OF to FI M COVER r3 CITY SIDEWALK THAT IS ADJACENT TO W I TYPE "K" SOFT �PiQj CURB TWO -PIECE CAST IRON VALVE BOX MATH LUG TYPE COVER. 1 COPPER TUBING. FO TANDARD 8° TOP SECTION 1 a 2.5r 1, 1 . � V / -- EQUAL TO OLYMPIC FOUNDRY CO. , 1 Q 22 -t/2 4.875° x 5° STORZ WITH REGULAR BASE SECTION LENGTH TO FIT, VALVE NUT MIN MIN MIN MIN MIN t� EXTENSION AS REQUIRED (SEE DWG BR48 /PAGE BG9G). I I _ NEW DUCTILE NEW D.I. WATER LINE !IRON MAX • . 2" CLASS ,B, • RAISED PAVEMENT MARKER TYPE 88 wATTxtkiAlN MIN 2� FACE OF CURB OR IF SERVICE LINE TO HOUSE IS 3/4 OR 1" � AS S1IMSONITE TWO -WAY BLUE. . . . . .. .. . .: ( i- TO BE INSTALLED IN THE FUTURE GALVANIZED EDGE OF PAVEMENT 1 in INSTALL FORD 014-33 OR 44 FIDT PLUG lop '1 x COMPRESSION COUPLING 42° MIN CONCRETE BLOCKING . . .. V LOOP DOWN TO CENTERUNE BURY e W W OF WATER MAIN TO PROVIDE SLACK IN COPPER SERVICE TAPPING TEE MJxFL VERTICAL LANGS(M N T FOR POLYPIGGING ° ° • * 'E' , , COPPERSETiER FOR 5/8'x.•1/4. METER:. FORD ..� II - ( ) 7 -BOND FIANCE ON TOP WITH 2" TAP AND 2° PLUG � .. ACP. CLASS E OR B LINE TO METER. V8H72 -15W- 44-330 OR MDDONALD B ASS: 21 -215 0 0 33 OR '� - x TAPPING GATE VALVE (FL XMJ) R OLQQ >a,. O �t TEMPORARY PLUG WITH 2 -NCH TA 1 -BOND FLANGE ON BOTTOM 2'r CLASS 'B' VJ MUELLER: 3/4-8-2470-w2 OUTLET NGLE BALL VALVE ON INLET AND i. -0) 1 P 1 -P SINGLE CHECK VALVE ON OU11ET „ 1. AND 2 -INCH BLOW -OFF. ASSEMBLY LUG(MJ) WITH 2-TAP & 2 BLOW -OFF. ... .... ... .... . r� °L CONCRETE BLOCKING TEMPORARY BLOCK : 6 CRUSHED CORPORATION STOP. FORD TAPERED THREAD COPPERSE711ER. FOR 1" METERe FORD N3H72= 15W -44 -440, OR „ �• MAIN LINE TEE. WITH 5 FLANGE SIDE OUTLET. * �r _ V J �GC).° QUICK JOINT MoDONALD BRASS: 21-415WCW", OR MUELLER: i -B- 2470 -2 i?, s 3/4 ,F1OOG -3-0) OR AY MCDONALD 47010 BOTH INLET AND OUTLET WITH PACK JOINT MTN GRIPPER. 8" GATE VALVE (FL X MJ) AWWA C -509, RESILIENT SEAT 2 TO 6 SURFACING TOP COURSE (1° FIDOO -4-0) OR AY MCDO14AID 4701Q PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK W CLASS 'E' CENTER LINE OR VALVE ON OUTLET. ALL PACK -JOINT FITTINGS SHALL BE WITH 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FlT ' ' ' ' ' ° ' " ' ' QUICK JOINT. 76 x B" x 4" 2 -3/4" COR- TENSTEEL TIE RODS. SEE STD DETAIL FOR ITE RODS. z OR . . . . .° CRUSHED ROCK, O LANE LINE MINIMUM CONCRETE � CLASS +B' .. .. . • ' ..•.. ,•.•,�. FLOWABLE FILL NOTE:. BLOCK UNDER ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE HYDRANT -1/2 YARD WASHED DRAIN ROCK (3-TO 3/8 °) MIN. r CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON \I* ABOVE BOOT FLANGE. PLACE 8 MIL - 3 - .. . " .. .. AS REQUIRED BY ENGINEER. BOTH SIDES OF METER BOX. POLYETHYLENE FILM AROUND TOP AND SIDES OF Q GRAVEL: c o FINAL CONNECTION DETAIL ~ zO FIRE HYDRANT ASSEMBLY '^ w - A - TYPICAL PATCH FOR FLEXIBLE PAVEMENT v ) . - A .. DRILL 7 -5/8° DIA. HOLE FOR AMR _ - : - - , _ / E E F- (AUTOMATIC METER READ) TOUCHREAD DEVICE LEVEL ALL GROUND LL/ -i- 6.5 MIN. WHEN PERPENDICULAR TO O MIN S RADIUS LEVEL ALL GROUND 2" DEPTH OF ROADWAY CENTERLINE V V L a 2 -i/2 MIN. FROM NEAREST IN 3' RADIUS Y W AND FRONT EDGE OF PIT UD �`- �1 -. -�1r NEW D.I. WATER LINE - GRIND OR SAWCUT AND .REMOVE �'C ADOPTED: Z Q W - r �.- --i- v O C)TY OF 1tENTON O W _W 1 4.875'x5" III I_ _ 8 1 STORZ ♦ + J STANDARD PLANS / rn TYPICAL ONE MAN ROCK - O.. LW DATE: 12/96 Q. V RIB � � NOTE: i * SEE DWG HR -05 FOR MINIMUM STANDARDS - DATE 10/20/2008 # THE 'tCENTER OF THE HOLE MUST BE AT LEAST .!° FROM 6 _ - DWG. NAME: HR -23. SP PAGE: H032A. UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE I DATE REVISION BY PR NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN FILL AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF - ONE RIB. JOB AND CONNECT TO VALVE WiTH D.I. SLEEVE (MJ) & D.I. SPOOLS .NO. CUT FINAL CONNECTION BY CITY FORCES 4 TYPICAL PATCH FOR FLEXIBLE P A VE M E N T HYDRANT LOCATION IN CUT OR FILL DWG NO. ))_ 106 3Z4 8c 1 WATER SERVICE CE B1 N.T.s. ER S 102 FIRE HYDRANT ASSEMBLY DETAIL 15 WATER CONNECTION DETAIL SHEET Z WET TAP 8 0 F 8 on Pi W 00 SE 1/4 OF SECTION 9, TOWNSHIP 23 N, RANGE 5 EAST, W.M. NOTE, EXISTING UTILITY LOCATIONS SHOWN HEREON ARE 04 CoN��EE�t OURS APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S C! no SOM11,1 Rill REV-�N.57 -TE— EXACT VERTICAL AND F ir Pvc RESPONSIBILITY TO DETERMINE THE -7-7 IE 12- GMP (S)*136.77 HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND 7 UTILIITES PRIOR TO COMMENCING CONSTRUCTIOM NO STAN ARD 6 SIDE SEWE FOUND 1-1/2" BRASS DISK W/PUNGH SINGI - �'Ez- REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES IN 4"X4" MONUMENT CASE ON 0.72' -rUi� FOUND 1/2" BRASS PIN P ARE SHOWN HEREON, THE ENGINEER ASSUMES NO W/PUNCH5"DN RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES N STA. 0+00 TY 4 LA12 LS JU 'Y LLUN NOT SHOWN IN THEIR PROPER LOCATION. J =-N 00 9 00 1 +00 01 CALL BEFORE YOU DIG, 1-800-424-5555 4 0 0) 98OX12 FL Puw) Sm :IrTE ---- 0 ---l— n GD $ D 00 TLJ' LES 03 0 < 0 m O SINGLE.- m z -F 8' \ rx "-1—i z J 0 0 7 7F 7 7 77-,?-,- >( 7-77 777 7 71 z m Ca coo > -z-Z ----------- C) C2 AA k Cn < o -n M Cn MM 30 STA. 11+1R� 18.7' RT 'N G) 6 V) 6" SS CLEANOLIT . . ......... . W/ TRAFFIC BEARING LID RIM=369.80 CA m .... . .... 372�--- 0 32 8--�Koj .(07 Q ". I f. 6' SIDESEWER SLOPE (TYP.) 2.0% MIN, STA. 9+0 r �v N' N MAINTAIN 10' MIN. EXISTING MANHOLE 'k 2 1p IE=344-.�ig, 8' (NEW) . AIN, Q BETWEEN SEWER AND WATER (TYP.) -6 PAVEMENT PATCH K STA 1+18 5' 8' LT PER DETAIL SHEET 8 '4- RIM=375.0 0 P'u 619 IE=3,88, 6# 3 8.67 0 . ...... 2 1 E--4 TYIP, 2 LOCATIONS USE TRAFFIC BEARING LID j, �b 11 pf, m -A Mi f Q- GRAPHIC'SCALE VR 0 10 20 40 �V G-1 A f Inch 20 feet El= 7 0 0 Z U) P4 C) wd-� 0 P� Z Z HAO Wao > z C)