Loading...
HomeMy WebLinkAboutWTR2702998.2WATER MAIN IF ADDITIONAL ADJUSTMENT IS 18" TO 20" BEHIND BACK OF CURB +�� p� �r `� ���r �� �r REQUIRED, INSTALL 2-2" CLOSE OR 12" BEHIND BACK OF SIDEWALK &ANffj1�iti i►7E1*TR NOl.tt:R7 AM) SPECIR A1.1.ONS WATER GENERAL NOTES NIPPLE AND 2-2" 90' BEND, SCREWED THAT IS ADJACENT TO CURB �/ (� 1 AT THIS POINT. FIELD LOCATE z 2" CLOSE NIPPLE f CONCRETE METER BOX TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. I- - -1 ®o EQUAL TO OLYMPIC FOUNDRY Co. STANDARD 8" TOP SECTION WITH 1 ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND `► 2" CLOSE NIPPLE REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND ' AS REQUIRED (SEE DWG BR46 / PAGE B090). SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE - -� MAX 4" ;:.•; ,.. 2" 90' ELBOW WSDOT APWA STANDARDS AND SPECIFICATIONS. ,h..: MIN 2" RAISED PAVEMENT MARKER TYPE 88 A8 LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS 2" 90' ELBOW - 2" GALVANIZED PIPE AS REQUIRED STIMSONI7E TWO-WAY BLUE. 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 APPROVED BY THE CITY OF RENTON. A SET OF THE APPROVED PLANS SHALL BE KEPT ON SITE AT TIMES DURING CONSTRUCTION. A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY CONCRETE BLOCKING PLAN :V\ THE TRANSPORTATION DIVISION AT 277-6222. ALL STREET CLOSURES, PARTIAL \ 42" MIN CONCRETE BLOCKING SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 VALVE NUT EXTENSION AS REQUIRED � OR FULL, AM TO 3:30 PM ON WEEK DAYS UNLESS OTHERWISE APPROVED IN WRITING BY TWO PIECE CAST IRON VALVE (SEE DWG BR46 / PAGE B090)--\ BURY ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE THE TRANSPORTATION DIVISION AT 277-6222. ALL STREET CLOSURES, PARTIAL EQUAL TO OLYMPIC FOUNDRY CO. GROUND LINE CONCRETE BLOCKING , OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION AT 277-6222 24 STANDARD 8" TOP SECTION, WITH 6" MAX. ` NOTIFIED 24 HOURS IN ADVANCE. REGULAR BASE SECTION LENGTH 1 f CONCRETE SIDEWALK HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 O 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD y SHALL BE NOTIFIED 24 HOURS IN ADVANCE. TO FIT' SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED 8Y 1 - 2-1/2" NST (HOSE) CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET. WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST 3. ALL LOCATIONS OF EXISTING 2" GALVANIZED UTILITIES SHOWN ARE APPROXIMATE AND IT 2" GATE VALVE, SCREWED 1 %\\ ;:,\ EDITION (APWA) AND THE CITY OF RENTON STANDARD SPECIFICATIONS. SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND BLOW -OFF' HYDRANT EQUAL TO 2 �`;'4::;r:::::;; ; 6 GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT r+ry CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY PIPE 12" LONG #78 KUPFERLE FOUNDRY CO. e��"'"'"""J` 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4" 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT o A LOCATE CALL 48-HOURS LOCATORS, 1800-424-5555. STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. SHALL BE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT !� 2" CLOSE NIPPLE -2"x2%2" TEE 16" x 8" x 4" MININUM LOCATION SO AS TOT AVOID DAMAGE OR DISTURBANCE. �"'■1 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING BETWEEN CAP OR PLUG 2" CLOSE NIPPLE BETWEEN CONCRETE BLOCK TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT AND 2" 90' ELBOW TEE AND 90' ELBOW. UNDER HYDRANT 1 /3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8") 5. A PREPCONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST 2" 90' ELBOW REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE REVISION. PIPE JOINT TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE INSTF�L 4 MIL POLYETHYLENE ---- FIRE HYDRANT ASSEIv�BLY PLASTIC COVER OVER WASHED �� CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO CLASS C. ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE WRAPPED PER GRAVEL. CUT HOLE FOR PIPE 2" GALVANIZED PIPE STARTING CONSTRUCTION. INSPECTION WILL BE ACCOMPLISHED BY ANSI/AWWA C105-77 STANDARDS. �' 18" LONG FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 , aoo°oq° °oo° OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929 REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S r 1 18" MAX. o, o-° "OP.•m. ••o AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF Fi.+ 5. CAST IRON FITTINGS SHALL BE CEMENT LINED PRESSURE RATED AS NOTED ON °no,.naoo o Qo INLET WITH LUGS, BACKFILLING ALL CONSTRUCTION. b.n. oo Q•.. o PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. CEMENT SHALL °o Q.,� o °®0 5-1(4" MAIN VALVE OPENING. TWO 2-1�2" HOSE CONNECTIONS 1 BE IN ACCORDANCE WITH ANSI/AWWA C104/A21.4-85. IF FITTINGS ARE 3 INCHES 2" CAP WITH 1/8" NATONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF TO 12 INCHES IN DIAMETER AND HAVE A MECHANICAL JOINTS, THE FITTINGS TAP FOR DRAIN SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHOD AND 10 CU. FT. WASHED GRAVEL PASSING - X 5" STORTZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA C110/A21.10-82 OR 1-1/2" AND RETAINED ON 1/4" MESH 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ANSI/AWWA C153/A21.53-84. 3 INCHES TO 12 INCHES DIAMETER FITTINGS WHICH FOR DRAIN ELEVATION PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE ON THE CONSTRUCTION SITE. HAVE MECHANICAL JOINTS AND/ OR FLANGES JOINTS SHALL BE IN ACCORDANCE PAINT No. 43-655 SAFETY YELLOW OR APPROVED EQUAL. WITH ANSI/AWWA C110 A21.10.82 OR A COMBINATION OF ANSI/AWWA PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. C110/A21.10.82 AND ANSI/AWWA C153/A21.53-84 SUCH THAT THE PORTION OF THE MMMefr 2 BLOW -OFT ASSEMBLY FIRE HYDRANT EXTENSION To BE USED IF REQUIRED. 7 ANDIT HANY OTHER RELATED ALL BE THE SPERMIT IBILITY OF PRIOR TONANY CCONS TR CONSTRUCTION. STREET USE FITTING WITH A MECHANICAL JOINTS) MAY BE IN ACCORDANCE WITH FM LY D�AIL ANSI/AWWA C153/A21.53-84 AND THAT PORTION OF THE FITTING WITH FLANGED D�ilAll N®� B� 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION OF ANSI/AWWA - DETAIL NO BM4 SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. C153/A21.53-84 OR WITH SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-82 SHALL BE NOT TO SCALE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. d NOT TO SCALE 9. A COPY OF THE THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER 0 a CONSTRUCTION IS IN PROGRESS. 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, Z ® Y BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX. VALVES SHALL DESIGNED FOR A MINIMUM WATER OPERATING c 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A PRESSURE OF 200 PSI. GATE VALVES SHALL BE GLOW LIST 14, MUELLER 12'x 22' CONCRETE METER E- LICENSED ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. COMPANY NO A2380, OR M & H. ALL VALVES 12' IN DIAMETER AND LARGER BOX WITH 3/16" STEEL DIAMOND PLATE SHALL BE INSTALLED IN AS VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE COVER EQUAL TO FOG T1TE METERX',--'INSTALL 1 IN UNIMPROVED METER RIGHT Of WAY VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. SEAL Co. 8-10 METER Box. I�� INSTALL METER BOX AT, 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS d DRILL 1-J 4' DIA. NOLE r PROPERTY LINE. , H � ( / I I WITH LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, r Q1 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) SEE DETAIL A -A) I i ib THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. 6' MIN SIDEWALK CONFORMING TO AWWA C-504-80 WITH A 6 INCH INLET AND A M.V.O. OF 5 INCHES, 9. MIN ; THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 INCH, 60 DEGREES FINISH GRADE SIDE OF THE PIPE OR TOT HE SIDE OF THE TRENCH. MATERIALS TO COMPLETE m V, THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER 4.6263, 1-3/4 INCH � PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). �•� 9 THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. v' ' '• • 21 w �--- -_ TOUCHREAD M C COVER WATER METER TO BE --� 12' MIN -- 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED c 8. ALL WATER MAIN 10 INCHES AIND SMALLER TO MAINTAIN A MINIMUM COVER OF SUPPLIED BY THE CITY 44 36" BELOW FINISH GRADE. ALL WATER MAIN 12 INCHES AND LARGER SHALL BE 36' MIN COVER _ _ 36- M114 COVER ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS _�__-__ TYPE "K SOFT COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH COPPER TUBING SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. 2-1/2' - - ORO COPPERSET-TER IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX AL WATER MAINS SIX 6 INCHES IN DIAMETER OR LARGER SHALL CLEANED _ 1 AND HA PER CITY F RENTON 9. L - W-44 T A E PLACED WITHIN 0 DAYS ND SHALL E C 0 ENTD ( ) vH 72 15 JJG FOR 5 a" x J 4" METER PATCH SHALL $ S ) » » » / I HA VH 72-i5W-44-44C FOR 1 METER WITH PIPE CLEANING PI PRIOR TO DISINFECTION. THE POLY PIGS SHALL BE LE G5 R S ` � CURRENT STANDARDS. GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB CU. FT. DENSITY NEW DUCTILE IRON LOOP DOWN TO CENTERLINE BOTH INLET AND OUTLET WITH PACK JOINT WTH GRIPPER. S Q FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE OF THE "PIG'" WATERMAIN OF WATER MAIN TO PROVIOE PADLOCK PANGS ON KEY VALVE SINGLE CHECK VALVE SLACK IN COPPER SERVICE ON OUTLET, 4/4" OR 1 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. ONLY. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. LINE To METER, /LL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. GALVANIZED PLUG a Q THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. ® CORPORATION STOP. FORD TAPERED IF SERVICE LINE TO HOUSE IS TO BE 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE T 3/4' F1000) INSTALLED IN THE FUTURE INSTALL STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE 10. ALL WATER MAIMS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM THREAD (CC). PACK JOINT F1000) FORD C14-33 OR 44 OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH e IDT x COMPRESSION COUPLING DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A 22-1/2• 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED REPRESENTATIVE OF THE CITY OF RENTON. A - A DRILL 1-3/4' DIA. HOLE FOR FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE NOTE: TOUCHREAD DEVICE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGES N 11. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF THE CENTER OF THE HOLE ,I FOR SERVICE FROM MUST BE AT LEAST 1' „ CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH II . A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY FROM UNDERNEATH RIBS 2-1/2' MIN. FROM NEAREST ExlsnNc STEEL _ BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT � CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE ,f - - - AND FRONT EDGE OF PIT UO ASBESTOS CEMENT OR UNLESS THE RIB SPACING I9 t AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO o . � SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7- LxisTlNc CAST IRON PVC WATER MAINS ALLOWS THE NUT TO • I 11.3(12) F OF THE STANDARD SPECIFICATIONS REFERENCED IN 1 ABOVE, OR DUCTILE IRON INSTALL DOUBLE STRAP TIGHTEN AGAINST THE OPEN THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY _I ViATERUAIN SERVICE CLAMP SIOr of MORE THAN TYPICAL RIB 3/4- 1" WATER SERVICE DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND 12. A PRECONSTRUCTiON CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. EQUAL TO MUELLER CO. ONE RI©. ADOPTED BELOW THE PIPE. A MINIMUM OF 10(TEN) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. cmOF RENTON PRIOR TO SCHEDULING THE PRECON, A PERMIT INFORMATION SHEET MUST BE n Ro STANOAxB PLAXs 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY-FOUR HOUR NOTICE N LST oATc: 0/0: •��• -�-• •�� - .a �-�• � N GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. A I N Y APP DWG. NAME: BR41-TR SP PACE: ©10G 13. IT SHALL BE THE CONTRACTOR-S RESPONSIBILITY Y TO SECURE ALL NECESSARY 17. IN UNIMPROVED AREAS, MANHOLES TO EXTEND MINIMUM 6 INCHES ABOVE PERMITS PRIOR TO STARTING CONSTRUCTION. FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 14. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS +� / PROPERTY LINE SHALL NOT DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, J/ r WA RRMCE z CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE 2 CITY OF RENTON. 42" MAX DETAIL NO. BR41 - I 6'-0" a 6 i I FUTURE 15. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF -"' 24" MIN �, 6" BUILDING SEWER PIPE1`0 BUILDING SEWER 2998 RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP NOT TO SCALE - -- - - CONTRACTORS WITH PRIOR APPROVAL FROM THE WATER UTILITY SECTION. ALL >> I h r 8' FOR ALL ARTERIALS z NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE I A - 2"x 4°' STUD SERVICE MARKER PAINT UPPER I � :. �- � TEE WITH 6" SIDE OUTLET -' PORTION WHITE ANS STENCIL ON SIDE CONTRACTOR AND BE ON SITE PRIOR TO CITY NOTIFICATIONS. ! - -- - Q i-i2"J `2--1/2„ _.----�,� � w P- WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. ss 3s AND #6 WIRE WRAPPED AROUND THE STUD AND 16. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF ;:.. MONROE A vc NE I EXTENDED TO THE TOP OF THE STUD. RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY I 0 I INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS. STD 90p8RACKET OR 360' g :' ^ ® 6Fs SIDE SEWER AND BUILD SEWER IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS > ADJUSTABLE BRACKET IF PRIVATE /t D WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. m REQUIRED. f SO" ALLOWABLE MAX. 17. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR PIPE CAP TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. � 1 FOR CAST IRON PIPE VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 i 1:3:5 MIX o``> OR DUCTILE IRON PIPE. PIPE SEWER MAINS ARE TO BE CORE DRILLED 18. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO 2" GALVANIZED OR EQUAL APPROVED IN WRITING BY THE WATER UTILITY SECTION. STEEL PIPE 19. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAYBE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURBS, GUTTERS, AND DRIVEWAY 10' APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR z REMOVED TO AN EXISTING EXPANSION JOINT. O 20. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO 1-1 /2' CONCRETE CITY OF RENTON POLICY, WITHIN TEN DAYS. CALL FOR SUBGRADE INSPECTION 11 CLASS '8' PRIOR TO PLACEMENT OF FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN 3 OVER NIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE INSPECTOR. s/atn 1-1 /2' MINUS 21. FOR CITY PROJECTS SUCH TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE CRUSHED SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED ROCK AREAS, ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. o STREET SIGN OETAIL Z 2' MIN CLEARANCE FROM FACE OF CURB 10' MIN. CEARANCE IF NO CURB CONCRETE y BLOCKING �PMVCV 2`'O�G V, -• 6" SIDE OUTLET TEE G®�C� 2% MIN SLOPE �i', � SME ]Nr nON SEWER MAIN - - - - - j j j 6" MIN. HORIZONTAL CONCRETE BLOCKING ANGLE DETAIL NO. B1t39 OF TEE AT MAIN OVER 25 SEWER MAIN NO TO SCALE ELEVATION TYPICAL SIDE SEWER ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT ENGINEER: ► PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. JAEGEFz ENGINEERING 9419 South 204 th Pl oce ��SSaniA �����,��a3 Phone No. WA. 98031 (206) 850 0934 r Via.• EXPIRES: 2004 NO. REVISION BY APPR: DATE Fax No. (25.3) 850-0155 _ RECOMMENDED FOR APPROVAL BY. DATE:• •� ��{ �'� BY. luV ? DATE.• 19 BY. DATE.• BY. - - - -- m DATE.• (", I r1P 'Y" 0 IF R E N rr 0 l�7' DEPARTMENT OF PUBLIC WORKS NOTES AND DETAILS JAY HILL SHORT PLAT DESIGNED: JJ.T DATE: 1 1 /12/02 FILE NAME: HILLSP-4 DRAWN: iii CHECKED: SCALE: 1 " = 20' FIELD BOOK: PAGE: APPROVED: SHEET: 4 OF: 4 DIRECTOR OF PUBLIC WORKS