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HomeMy WebLinkAboutzS-2796SetWATER UTIUTY- GENERAL NOTES \ I 4 N 88'09'40" 217.99' 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS 53.97' AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT y 54.32'\ \ AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND _ SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON, A SET OF / APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. s m / 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE IS 1 LIMITED TO S: CO AM TO 3:30 PM WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 - VQ, STA. 3+11, 20'RT 6222 24 HOURS IN ADVANCE. TIE POLICE DEPARTMENT, FIRE \� 1 -4"x4' VERTICAL CROSS (M DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 1 -4 BLIND FLANGE W/ 2' TM 2' PLUG (ON TOP) \ MIN � °3pp 1 1 -4• �LIp10 FLANf.'E (pJ Bp _ - - 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE 1 -4" pL�IG (MJ) W/ 2' TAP PERMANENT ` -40q AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY 2' &.OWIOFF pgt,rn °_y.Tp glpy - - THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR L.� .. 5 DISTURBANCE. FOR UTILITY LOCATE CALL 48 HOURS LOCATORS 1- 0 SANITARY SEVER NOTES AND SPECIFICATIONS Jg MIN• FF- 39&1 ROAD, MIN. FF°3 =B.B p 800- 424 -5555. umuTY --- _ _ _ MIN. FF -39&7 _ i 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE EASEMENT - - - '�_ \ m ~ STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE S�XH - 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE g- - -STA 3+05, 24.517 �q -- -- CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, O L� LATEST EDITION OF THE WSDOT /APWA STANDARDS AND � -�27 2._ THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SPECIFICATIONS. - INV- 392.36 (6-* �_ - _ - - _ �� \ SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS LIMITED TO RS AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE \ INN39221 (��» \ TO BE PUSH ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. Q 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE ry ` _ L'A _ _., _ _ _ _ \ \ \ ALL DUCTILE IRON PIPE INSTALLED SHALL BE POLYETHYLENE WRAPPED 1` -STA- .31,.05, fO•RT \ PER ANSI /AWWA C105 -77 STANDARDS. Z Z APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277- _ 0'� �S 6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE I \ - / RIY °•� • 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. LINED, PRESSURE RATED AS NOTED ON PLANS AND IN ACCORDANCE 2 THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE - T' G W = NOTIFIED 24 HOURS IN ADVANCE. / / -��'- :72' -� �• „�y \ - - -7 \ WITH ANSI /AWWA RATED C110/A21.10.82. NOT CEMENT LINING SHALL C IN - - - - - - - - - A '� 1 .28', ACCORDANCE WITH ANSI /AWWA ER AN 21.4 85. IF FITTINGS ARE 3 - 55.07' INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD � � -. '� / THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI AWWA LiJ SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' r••,. -..- - "" - ' " / 101 03' C110 A21.10 -82 OR ANSI AWWA C153/A21.53-84. 3 INCH TO 12 (� PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBUC WORKS ' --- - _..�,;. ........ !c+aAGU%.uaasnr I - /-. _ - - - - - INCH DIAMETER WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON / ,s 2+ 9.95 � � - - -ter• """ �"' i JOINTS SHALL BE IN ACCORDANCE WITH ANSI /AWWA C710/A21.10.82 STANDARD SPECIFICATIONS. - - - - - - - - =- - - - - - - - - 1 _ _ _ / i OR A COMBINATION OF ANSI /AWWA C110/A21.10.82 AND ANSI /AWWA C153/A21.53 -84 SUCH THAT THE PORTION OF THE FITTING WITH A 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE t MECHANICAL JOINTS) MAY BE IN ACCORDANCE WITH ANSI /AWWA 6 AND IT SHALL BE THE CONTRACTORS RESPONSIBILTY TO VERIFY THE / / I P / C153/A21.53 -84 AND THAT PORTION OF THE FITTING WITH THE a TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR I d i _'�'� FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI /AWWA DISTURBANCE. 7 - i O - �/M n �� / Cl /A21.10 ACCEPTANCE TESTING IN ACCORDANCE WITH L 0 5 10 20 SECT ON 53.53 OF ANSI /AWWA C153/A21.53 -84 OR WITH SECTION 5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL °o I + I c I TA. 0+60 - u0O _°0 10 -4.3 OF ANSI /AWWA ClIO/A21.10.82 SHALL BE OBTAINED BY THE BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE d (NV -3427 i / / � CONTRACTOR AND TRANSMITTED TO THE OWNER. R THE CONTRACTORS RESPONSIBILTY TO SECURE ALL NECESSARY u / 5' CONCRETI �- - - - ��� SCALE 1" = 20' 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECTION WALL BE I SIDEWALK ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT MIN. FF °395.1 '� I/ /4' METER W/ PRESSURE yo2� BODY, BRONZED- MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0 -RING STUFFING BOX. VALVES SHALL BE DESIGNED FOR U SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY p REDUCING VALVE PER CITY C INSPECTOR 24 HOURS IN ADVANCE OF BACKFIWNG ALL 51 �' STDS. TYP /' A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO A2380 OR M & H. u CONSTRUCTION. I p / S88'44'00 "E ALL VALVES 12" IN DIAMETER AND LARGER, SHALL BE INSTALLED IN / A VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE H 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEM MEANS, METHODS P I - 11� / 100.99' ASSEMBLY VAULT AND t" BYPASS INSTALLATION. CL) AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS - N88'475.83' < t U, �, _ « AND OTHERS ON THE CONSTRUCTION SITE. / 75.83' o W / / �ff. 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE / /: N• PRESSURE) CONFORMING TO AWWA C- 504 -80 WITH A 6 INCH INLET 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO // p $ /_ MW. FF 395.5 ALL SANITARY SEWER AND M.V.O. OF 5 INCHES, TWO 2 -1/2 INCH HOSE NOZZLES WITH O " OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY / 1 • \c�0 /STA. 0+20 I MANHOLES SHALL HAVE NATIONAL STANDARD 7 INCH, 60 DEGREES V THREADS, O.D. THREAD • g CONSIRUCTION. / a - p- / WY�,3G26 - m LOCKING LIDS. 4.875 AND ROOT DIAMETER 4.6263, 1 -3/4 INCH PENTAGON 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT / MIN. FF -395.4 / a / / n OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER / r / W PLANS. 394 / Q y'M" 21' , STAI 2 +06.69, 5'RT / 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A _'!� V `r 1 -C 22$• BEND (WJAU) p / MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE . ALL WATER (6 SSMNa / R'O'W' - •6. W i MAIN 12 INCHES AND LARGER SHALL BE A MINIMUM OF 48 INCHES 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE ,ST A 2 +05.41, 617 s. / 1HRU5T BLOCIONG / �- BELOW FINISH GRADE. WHERE UTILITY CONFUCTS OCCUR, WATER E' z WHENEVER CONSTRUCTION IS IN PROGRESS. /NM-399.73 /. 2 / - I MAINS ARE TO BE LOWERED TO CLEAR. •(Q - 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN v1 / WN391.69 (6'IN) !" Dot ' AS -BUILT DRAWING Of THE SANITARY SEWER SYSTEM WHICH HAS BEEN o / INV- 391.52 �) ` - I 9. ALL WATER MAINS SIX 6) INCHES IN DIAMETER AND LARGER m g e / p. 3 SHALL BE CLEANED WITH PIPE CLEANING "PIGS- PRIOR TO STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR o, UFV- 391.42 6bUT) / O % l3' LICENSED PROFESSIONAL SURVEYOR. "' DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES (5..5' SIDEWALK .j. • / / 5.'x5' HYDRANT -av I AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /CU FT. DENSITY FOAM r _ / / EASEMENT 7 EASEMENT / WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF 11. BACKFILL SHALL BE PLACED EQUALLY E BOTH SIDES OF THE _ _ _ \, . . - J '� "PIG' ONLY. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE PIPE IN LAYERS WITH I LOOSE AVERAGE DEPTH OF 6 INCHES, - - I CONCRETE CURB / I OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING i• MAXIMUM DEPTH OF 8 INCHES, SE COMPACTED TAMPING EACH LAYER TO \ j7.OY71 E 1 42 16' & GUTTER \ 95R OF MAXIMUM DENSITY. THESE COMPACTED DYERS MUST EXTEND N I OPERATION. FOR ONE PIPE DIAMETER ON EACH S1DE OF THE PIPE OR TO THE \ qq 43' 1 I 18• STA. 1+67, 5' RT SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE 1- FIRE _HYDRANT ASSEMBLY 9a. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED SHALL BE THE SAME AS DESCRIBED. �,� \k 1 -6'x6 TEE (FLxMJ) TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING �s 1' 1 1 -6- GATE VALVE (FLxMJ) I PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE 1 -6'%6' VERTICAL CROSS (MJxFL) CITY OF RENTON AND THE WASHINGTON STATE HEALTH 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING \ q, 10' lL TYP.. J 16.5' 2 -6' BLIND FLANGES (ONE DEPARTMENT. ALL oRESSURE TESTING SHALL BE DONE IN THE TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND . - " fH / - W '� W/ IN TAP AND PING) I PRESENCE T. A REPRESENTATIVE OF THE CITY OF RENTON. '0 MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL I M91• I / . 4 9 / �` 1 -6' GATE VALVE (YJxYJ) BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY / 5'., 1 -6'x4' REDUCER (PExMJ I 9b. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY II MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND m / / R y COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN nl / 1� D.I. PIPE, 18•f THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) lwl�gli i C DAYS AND SHALL BE PER CITY Of RENTON CURRENT STANDARDS. I / �` 1HRUST BLOCIONG CHLORINE /WATER SOLUTION. DRY CALCIUM HYPOCHLORITE " d ! 6'1 / I �a�� SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE 13. DATUM SHALL BE CITY OF RENTON U.S.C. AND C.S. I / �I- ^ / c ) SHALL BE METERED /INJECTED IN ACCORDANCE WITH SECTION 7- 5' CONCRETE I x` 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD SPECIFICATIONS 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR �`N SIDEWALK REFERENCED IN i ABOVE. OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT \ A 10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF J4 506 05 O 6' SIDE SEWER / `L \ / I CONSTRUCTION. A MINIMUM OF 10 (TEN) WORKING DAYS NOTICE IS s 9 200; TYP.. CONSTRUCTION. I s6• 1�' fF REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON A / 6► ' \� ` \ I / PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY 1 / ENGINEER'S OFFICE. TWENTY -FOUR HOUR NOTICE WILL BE REQUIRED x I PRIOR TO STARTING NEW CONSTRUCTION. � ' �n PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF %SIDENCE � I / THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR I ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY REMOVE l / 11. IT SHALL 8E THE CONTRACTOR'S RESPONS181L1TY TO SECURE A ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND � EXOS7ING 65 I / BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING ^� \ SSMH/1 / YY OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL / fiA 12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES Of AS WELL AS PLACEMENT AND COMPACTION OF REWIRED BEDDING a00 _ STA 0+55, SIT yf AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, 0_ MATERIAL TO UNIFORM GARDE SO THAT 1HE ENTIRE LENGTIi OF THE ( / \ - RIM- 407.29 / O METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF Q I 67 \ / E f t1�l \• BIN 390.73 (8'W) / FEES HAVE BEEN MADE OT THE CITY OF RENTON. PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. •N" p / WN39Q63 !bU XTJPE o, rn PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE 941 55,9 i I 4 ( s k gti g'` ATE EXISTING p>? 9A 13. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY �+ w PIPE. I \ ) / I �1 / UTIU71ES AS NEEDED ,tiC'��v THE CITY OF RENTON. EXCEPT WET TAPS WHICH MAY BE MADE BY c1OV Q L '\ �1 /� TO OUTSIDE OF ROAD/ / N tt' o APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) I I I 1 1 SIDEWALK. TYP. 7 y x WATER UTILITY SECTION. ALL NECESSARY EXCAVATION AND RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50. 1 I 1 / 10 � Elul MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE i 6 _� I PRIOR TO CITY NOTIFICATIONS. > 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES I I ,� l _�q m AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, I ��11 \ TITER ,� GGISTF:�"'' 14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. I I V• fq 1 u THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S i/ ZONAL RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS I � APPROXIMATE LOCATION i-xpff S 11/30/00 WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWING. 9 C i�fA 0+24, 5'RT' -, �OgF.�IY WATER'L9lE/ 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF s6 I 1- 12•x6' TAPPING TEE Ircl - ASSEMBUES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL �B' ) 1 -6' TAPPING GATE VALVE ( TIE -IN. 1 -6' VERTICAL CROSS (M 2 -6' BLIND FLANGES RECOMMENDED 16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, W/ 2' TAP AND PLUG) ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING Z I \ `` W/ THMS.T G FOR APPROVAL COMPANY OF COLUMBUS OHIO OR EQUAL APPROVED IN WRITING BY THE -SEE 710N DETAIL SHEET 7 .I 1, WATER UTILITY SECTION. o BYX,.hL 1i09UI49 to I _ 0 `' 17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A 5 / / _ \�• BY MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAY BE SPADE L / ,4p6- o CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, BY GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A \ / / /�w'i� MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. AVOID CUTTING UNDERGROUND n a / DIST UTILITY LINES. IYS COSTLY NOTE: 18. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON i {A_ THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH \ 25, THE • Vail EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS. N \ I 390.23 W VERIFY) 101. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL o 6, `__ be E SHALL BE THE CONTRACTOR'S RESPONSIBILITY L DETERMINE THE ® N390.35 N NEW) Y ®�Or® yO1fI EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT ®® GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO PRIOR WRITTEN APPROVAL OF THE INSPECTOR. SHOWN ae/� 6g®`1CCa/ccx HEREON. THE ENGINEER EASSUMES L NO EXISTING RESPONSIBILTY FOR EUTILITIES 19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC IIl�yyy VAANp �j! -i %� I \ / / QUq /- / I '- B ® ®- 4f�i7SVN NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. PIPE USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND z w 0 j'� S'� / F i j UNDERGROUND SERVICE (USA) CALL BEFORE YOU DIG: 1- 800 - 424 -5555 SCHEDULE SCHEDULE 0 AREAS ALL CHEMICAL PROCESS C -S- 27gBo� C w- ��g4'oi 15 �� 31/, J SCANNED OCT -61999 J4 60 ,-- -, - � %jLL 31 3 8 - - � I I .24 X _ L i T 1 G D T L� 0 41( Q W J -j U 1 IZ Q Z Z = LLJ -J W w = cn ci i C 1 4 C 0. cc � p C TAJ N T�pppp� r O R HIGH POINT ELEV - 407.49 HIGH POINT STA = 0 +44.27 PVi STA - 0 +5 I E G PVLEV = 408.02 A.D. _ -8.95 0 +00 1 +00 2 +00 3 +00 PROPERTY LINE ° FUTURE 6'" BUILDING SEWER PIPE BUILDING SEWER ? 2 "x 4 " STUD SERVICE MARKER PAINT UPPER -TEE WITH 6" SIDE OUTLET J I PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. w AND #6 WIRE SEVER WRAPPED AROUND THE STUD AND W'• _ anc cc R un w n a o EXTENDED TO THE TOP OF THE STUD. K UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. VTRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. t 1:3:5 MIX khSY��NG CONCRETE BLLOCKING OVOC� 2% MIN SLOPE HORIZONTAL 6" SIDE OUTLET TEE SEWER MAIN 6'" MIN. SEWER MAIN f= ONCRETr O(8[IND N J G OF TEE AT PAIN OVER 25 ]YYP,IP, I al0 cr R FVATION �� STANDARD SIDE SEWER INSTALLATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SEWER INSTALLATION NOT TO SCALE m MORTA FILLET MANHOLE FRAME AND COVER SEE DRAWING BR29 ADJUSTMENT (4" MIN.) CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. MAX. PIPE SIZE - 21" I.D. LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE SgliPE,' Oy ILA NOTES: 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY a vi ° STEPS OR EQUAL. L� t1� 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 11332 3. CASTING TO BE PER DRAWING BR29. 1 gryg491 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST S70NAL CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. �- F5 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR rEmu 11/30/00 SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 7, RUBBER GASKETED JnINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. RECOMMENDED B. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE FOR APPROVAL DIAMETER OF THE LARGEST PIPE. 'I 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK BY K�1kVl[�� �/Z1199 ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. BY BY AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY NOTE: � NOTE: Cal EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. bbefore SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE efore y ®u EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO il. REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN ®4 HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES 1- 800 - 424 -5555 NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. UNDERGROUND SERVICE (USA) CALL BEFORE YOU DIG: 1k800- 424 -5555 �- 279602- SCANNED OCT - B 1995 S 1 I .2 4 m / / WATER UTILITY- GENERAL NOTES U1 ^o l / 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS N 88'09'40" 217.99' AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT 8 . 53.97' 54.32'\ AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND \ - - - ._ 9 n o SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON. A SET OF CONSTRUCTION NS SHALL BE KEPT ON SITE AT ALL TIMES DURING 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277- 0 S7'A.. 3+11, 20'RT 6222 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE - 1 -6 °x4" VERTICAL CROSS (M DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. X00\ 1 -4 BLIND FLANGE W/ 2' .TAP 2" PLUG (ON TOP) MIN. FF =396.1�� 1 -4 "��1ND FLANGE (Oa 68 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE Z \� \\ 1 -4�: PLUG (MJ) W/ 2' TAP 9N PERMANENT X404 _ _ ` AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY A VERIFY b Q , 2" BLOWOFF - C.G.R: STD. P 8105 MIN. FF =396.9 THE TRUE AND CORRECT LOCATION 50 AS TO AVOID DAMAGE OR �o a _ J SANITARY SEWER NOTES AND SPECIFICATIONS 's,- -_�H FF=396. ROAAde- 4 \ 800-424-5555. P OR UTILITY LOCATE CALL 46 HOURS LOCATORS 1- m �• W UTILITY �- _ _ MIN. FF =395.7 _ ENT LINED DUCTILE IRON PIPE my i of 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE - �- _ EASEMENT�H - - - I m ~ STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE \ - - -- -- 4 CONFORMINO TON APWWA C110EANDMC111 OR LATEST REVISION, P t o Q - '- - -- I -$TA 3+05, 24.5'LT �. J O W LATEST EDITION OF THE WSDOT /APWA STANDARDS AND - -- pp3p ' ' 2� - THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SPECIFICATIONS. PoM2i y SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS INV 39�Sa- (6"IN) -3 O. -- - - \ TO BE PUSH ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. Q 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE - INV 3924} (8 OUT) HS _ _ _. _ \ ALL DUCTILE IRON PIPE INSTALLED SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105 -77 STANDARDS. !� LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE Q z APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277- j ` M 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL 9E CEMENT 3'f 05" tO R� \ \ z Q �S 6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE Ike RIM yOO °8 \ / 9 \ _ J APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. - _ '�- LINED, PRESSURE RATED AS NOTED ON PLANS AND IN ACCORDANCE IN _ THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE % S_ 'A 'I � ( IN)3,,,91 8 �[tr9 WITH ANSI /AWWA C710/A21.10.82. CEMENT LINING SHALL BE A I "-=-s S',Ty x `y$+X- ACCORDANCE WITH A WA C104 A21 4 85 !F FITTINGS ARE 3 NOTIFIED 24 HOURS IN ADVANCE. _ _ _ - j°••j... - (` 62 3=' INV 8„g,WT)39 ANSI/AWWA / F W� -- ' - - - - -_ _ F � ��'�q ^�, ,�� - - -s - -- � INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, _ W 53?7 -�-` I. '?28• r`- a.'`L +?"•x`45"9 aR'c'"`>',. -- - THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI /AWWA 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD - -- 55.07' Z SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" - r rt h t ', �r''" i /�' '1010'x`: / INCH DIAMETER OR ANSI /AWWA ANICAJOINT84. 3 INCH L 12 W -��' ow•sea. •- �. L _ ' INCH DIAMETER WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED i (n PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS / - CATION. LATEST EDITION (A.PWA) AND THE CITY OF RENTON P } �� z ,,,_ ,,, - „�arm,,,,.�m�, /� JOINTS SHALL BE IN ACCORDANCE WITH ANSI AWWA C170 A21.10.62 ASSO .� _ •� STANDARD SPECIFICATIONS- -- - - - - -- / �` c yt,. -- '"'/ - - - - -- / _ / - - _ 8� §e�.:�. / 'I' OR A COMBINATION OF ANSI /AWWA Cl IO/A21 10.82 AND ANSI /AWWA C153/A21.53 84 SUCH THAT THE PORTION OF THE FITTING WITH A 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE '`• 1 / / / / MECHANICAL JOINT(S) MAY BE IN ACCORDANCE WITH ANSI /AWWA a / ��% J / / C153/A21.53 -84 AND THAT PORTION OF THE FITTING WITH THE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE I MIN. F'Fa395. -7 / FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI /AWWA TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR I ,3€ I / DISTURBANCE. "� I +". '8,•e, /- / ` C110/A21.10 -82. ACCEPTANCE TESTING IN ACCORDANCE WITH i i o O� - i� 0 5 10 20 SECTION 53.53 OF ANSI /AWWA C153/A21.53 -84 OR WITH SECTION - 5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL oo p 0+60 rxp o° 10 -4.3 OF ANSI /AWWA C170/A21.10.82 SHALL BE OBTAINED BY THE - r CONTRACTOR AND TRANSMITTED TO THE OWNER. N BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE - IN 9�:7 - - - u> SCALE i" = 20' THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY / 5' CONCREI�F. - PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECTION WILL BE o w SIDEWALK 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED- MOUNTED, DOUBLE DISC WITH BRONZE WEDGING ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON)- IT MIN. FF =395.1 > 3/47 METER 1N/ PRESSURE qp2 DEVICE AND 0 -RING STUFFING BOX. VALVES SHALL BE DESIGNED FOR U SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY REDUCING VALVE PER CITY A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES C m INSPECTOR 24 HOURS IN ADVANCE OF BACKFILUNG ALL SJ; / OF RENTON ST09., TYP. _ SHALL BE CLOW LIST 14, MUELLER COMPANY NO A2380 OR M & H. N c CONSTRUCTION. Ms / S88'44'00 "E / / ALL VALVES 12" IN DIAMETER AND LARGER, SHALL BE INSTALLED IN a w $ / A VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE F q a 1.- i. - 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEM MEANS, METHODS a i DSF M t�bq• / 100.99' / ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. i > m i N88'44'00 "W w 5 Q). m AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS / O.� o x AND OTHERS ON THE CONSTRUCTION SITE. / 75.83' }01-o• / 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE �,ua off' PRESSURE) CONFORMING TO AWWA C- 504 -80 WITH A 6 INCH INLET NqF o / /, / MIN. FF =395.5 ALL SANITARY SEWER AND M.V.O. OF 5 INCHES, TWO 2 -1 2 INCH HOSE NOZZLES WITH z ti o % $ IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PRIOR p / Q .m : OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY / / I { -€s yam;. m^ g /STA. 0 +20 _ MANHOLES SHALL HAVE 4.875 N SROOT DI 7 INCH. 60 DEGREES V THREADS, O.D. THREAD ® � CONSTRUCTION. �/ LOCKING LIDS. 4.875 AND ROOT DIAMETER 4.6263, 1 -3/4 INCH PENTAGON a. 5 �,.. INY 3925 / OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). m n 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT / MIN. FF =395.4 / � " / � / n 'I SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER 06 -394 / STAY 2 +05.69, 5'RT / 8. ALL WATER VAIN 10 INCHES AND SMALLER TO MAINTAIN A PLANS. 8 a MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE . ALL WATER a z 8 v �" ` Rao f `r 1 -4` 22$' BEND BLOCKING a° _ SS�H�2. ' 1- .s / MAIN 12 INCHES AND LARGER SHALL BE A MINIMUM OF 48 INCHES a 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE STA 2 +08.41, 5'LT .;' aky� U". W/ R4RUSTBLOCi(ING BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER WHENEVER CONSTRUCTION IS IN PROGRESS. /PoM= 399x73 399,Z[, 't" �. P4-'p / i i / MAINS ARE TO BE LOWERED TO CLEAR. E % INV =391:69 (6 "IN)39/7p ST& y1� •(II 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN INV�3924� •A. °o Zu s I I 9. ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER r' o / iNV�39i32 (a "IN)'JY/7??ff {7-; a x m AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN / u` '.., SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR INV =39142 (8`WT739/6�i DISINFECTION. THE 'POLY PIGS" SHALL BE GIRARD INDUSTRIES LICENSED PROFESSIONAL SURVEYOR. % d5' SIDEW'AL. - A°F '' t / AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /CU FT. DENSITY FOAM 0 / EASEMENT .A xi $' y / �\ EASEMENT ANT • �` 9 i " WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE _ _ _ _ _ - _ _ J l -L ,rte£ .c„�'t•T" \\ "PIG" ONLY. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE -� PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, E I,,`7'h v !k „ CONCRETE CtYRB I OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO \ NTT•0�11" I I,. =,,.V y =,U & GUTTER �� OPERATION. 95% OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND ° 3 FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE \ yg 43 I X78 ' STA. 1 +67, Y FIT 1 -FlRE HYDRANT ASSEMBLY I 9a. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE \ �k '` ,�g alp _ { % #� 1 -8•x8• TEE (FxMJ) 70 A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING SHALL BE THE SAME AS DESCRIBED. " h�3j 'I' o f'�` """'" ate' '`=a L 1 -6" GATE VALVE = r ' I PRESSURE, !N ACCORDANCE WITH THE SPECIFICATIONS OF THE •"-4 41"!T Y 1 -8 "Xa" VERTICAL CROSS (MJxFL) ® CITY OF RENTON AND THE WASHINGTON STATE HEALTH 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING j 3952 10' WRBCUT, TYP.. J ' "� s °�''". 1 &5 -.{ 2 -8' BLIND FLANGES (ONE DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND - FF° 1 W/ 2° TAP AND PLUO) I PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. o =J MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL MIN• I / A- 1 -8' GATE VALVE (MJ)dAJ) N A W o BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY mI 9 I // R� 1'S 1- 8 "x4'. REDUCER (PExMJ) I 9b. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND .I / �{ 7- ' D.I. PIPE, 18'1 THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN i -`' ; CHLORINE /WATER SOLUTION. DRY CALCIUM HYPOCHLORITE 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. I ( / SR x- TO ` -W/ THRUST BLOCKING N I / a i / I SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE y O h O SHALL BE METERED /INJECTED IN ACCORDANCE WITH SECTION 7- N 13. DATUM SHALL BE CITY OF RENTON U.S.C. AND G.S. ts3 �` l REFERENCED O N t ABOVE. OF THE STANDARD SPECIFICATIONS / 5, CONCRETE W , PYPi� 7-11.3(12)F x 14 -. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR / A�:� SIDEWALK -I`� �'g "`E1; i k �i / OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT 06 \ { 10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF I Jy 6590 6" SIDE SEWER s \ _ �•+ �, ky I / I CONSTRUCTION. A MINIMUM OF 10 (TEN) WORKING DAYS NOTICE IS CONSTRUCTION. \' 66,, / hp065 hN �® \ 0 2007L, TYP./ / ,�s4 �, i i x REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON A 1 I / PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY C O / ENGINEER'S OFFICE. TWENTY -FOUR HOUR NOTICE WILL BE REQUIRED 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PRIOR TO STARTING NEW CONSTRUCTION. s PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF 1 1 ;> `3r �. �' _ 9 ' I / 3 THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR I I 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY I ( REMOVE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. D a STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND m EXISTING { y5 !';; / BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING .� RESIDENCE SSMH/1 / 12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES o OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL I I po \ 9, F STA 0+55, 5'LT uaa� AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, o_ AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING I /� ; RIM-407-.29 N07 / LI METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF MATERIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH OF THE 6, / r ZM 9h. ,� INV -380. (8'IN)39/p FEES HAVE BEEN MADE OT THE CITY OF RENTON. Q PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. !g� h9 \ J03 o / -7 O INV =390.83 (8'OU 39p9'� $i�uP�' j2r PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE "� 55 h +ry I h i9' 1A7E EBSTING pF 1YA 13. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY a m rn w PIPE. UTILITIES AS NEEDED // tiQ'�4' THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY TO OUTSIDE OF ROAD/ N Fe o APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) I ! _ t SIDEWALK, TMP• '� x WATER UTILITY SECTION ALL NECESSARY EXCAVATION AND X RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50. 1 J 6 �I n� r I /�° ^y '(lu! MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE i� i PRIOR TO CITY NOTIFICATIONS. C LL DO 17. IN UNIMPROVED AREAS, MANHOLE 70 EXTEND MINIMUM 6 INCHES I o`�' e'S�k { CONCRETE GUTTER h 1133�2,,q DO AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, I I 11 \ AND g1,TER h TSl'Et"' 14, INSPECTION WILL BE ACCOMPLISHED BY E REPRESENTATIVE OF COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. I % h�• aN _a V� h ° B G1 THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S , ZONAL RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN 77 n ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS EXPIRES 11/30/00 WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWING. il PC f �" I 1 �'� p• i C �� APPROXIMATE LOCATION K'AS ✓L �,. I ` o i "�TA• 0+24, 5RT _ OF 12' WATER LINE / 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ,r/ ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL ss3 j $ ` 1 -12'xA TAPPING TEE VALVE TIE -IN. I 4b �, I \ s• ) $ 1 -8° TAPPING GATE VALVE 1 -8' VERTICAL CROSS (M 2 -8" BLIND FLANGES (ON RECOMMENDED -� 16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, W/ 2" TAP AND PLUG) ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING p FOR APPROVAL COMPANY OF COLUMBUS OHIO OR EQUAL APPROVED IN 'WRITING BY THE W/ THRUST LNG `-7 -SEE C CTION DETAIL SHEET 7 WATER UTILITY SECTION. J •4�L1k� vlu`a�t pp �•h ` _ _/ 17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A E.-,AE- I /� -- o N BY MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAY BE SPADE \ - /// BY CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWA CURB, F THESE PLANS ARE "AS- BUILT" -> GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SA AW EXISTING TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING AND THE INFORMATION SHOWN I © �(�` EXPANSION JOINT. w ACCURATELY REFLECTS EXISTING ✓ AVOID CLINES. UNDERGROUND ti a a FIELD CONDITIONS AS OF THIS UTILITY LINES. IT'S COSTLY NOTE: 18. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE , SEAL ON EXIST. H � w �" THE DAY OF INITIAL EXCAVATION WITH P. PERMANENT, SEALED PITCH oDATE: .SATE M6ER9 „999 I RIM 25 _N`�. YOd'� EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. TO BE PLACED, 70 CITY OF RENTON POLICY, W1THN YEN GAYS. a - .l•,,,+ r' ! /P /TJ�70 ` IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE 1 =390.25 (W VERIFY) CALL FOR PLACED, 10 INSPECTION PRIOR IC PLACEMENT OF FINAL vi o° WILLIAM SHUPEH FF� RGP S 1332 I \ / ®/ V =390.35 (N NEW) I before you EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT 'NI THOUT a GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO PRIOR WRITTEN APPROVAL OF THE INSPECTOR. ®j ®. REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN V "to•a? -a'pb __ _ s -_ / Z ,77 HEREON. NOT SHOWN IN THEIR PROPER FOR LOCATION. 19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, E THE PVC 1- ® ® ®- 424�JJrJrJ PIPE USED SHALL BE SCHEDULE 40 IN UNIlAPROVEO AREAS PtiD q \ , ( ® V 4 555 CALL BEFORE YOU DIG: 1 -600- 424 -5555 SCHEDULE BO UNDER IMPROVED AREAS. ALL CHEMCAL FP.00ESS z Wr* a.2I UNDERGROUND SERVICE (USA) LINES SHALL BE SCHEDULE 80 PVC PIPE. Au 27AG3 (5cA} P,2 76 d 2 �do 5- 21w��3 14�U •JeiM 177wr ROLL 2 0- 7 m R. U101 0.- I G C r Al a' O N ¢�< ' cx7w` xz - 2790'0 Z A$.5- 271404 Jim SSW 207 FR 00' y. Oak