HomeMy WebLinkAboutWTR2700790(1) Steel Watermain eo ace►7ient W-790
N. E. 6th St . Between Monroe N.E. , Union N,E. 2 of 2
Contract Ma u e r
U-mau CONTROL 0�� •
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5,1.05 CONSTRUCTION STAKING (REPLACEMENT SECTION)
TIE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THE(INJUNCTION LWITH THE LND RPROJECT,O SHALL PROVID
SERVICES OP AE ALL SURVEY
STAR I MG IN
THIS STAKING SHALL CONSIST OF, BUT NOT BE LIMITED TO: ROADWAY
CEMENLINE, US A'RLA II ALIGNMENT, LOCATION OF VALVES,FITTINGS, PLUS A'.L OTHER STAKING NEEDED N CONSTRUCT THE S #E
TEES, BENDS AND
YEMENT9,
THE CONTRACTOR SHALL ASSUMB FULL RESPONSIBILITY r
'TAKIIIG AND SHALL PROVIDE ALL REPLACEMENT STAKING OR
THE CITY WILL PROVIDE T OR SHE ACCURACY OF THE
VERTICAL CONTROL COMRFORM THE
SURVEYOR WITH SES7ANIHG, NEEDED.
NEEDED 70 PERFORM TH6 CONSTRUCTION STATHEE HORIZONTAL AND
THE CONTRACTORAS-'S SURVEY
OR SHALL PROVIDE A COPY OF THE FIELD NOTES WHICH
SHALL CONTAIN CONTRA
OR
LOCATIONS OF THE WATER SYSTEM CONSTRUCTED
UNDER THIS CONTRACT, THESE NOTES SHALL CONTAIN AS
LINE STATION AND DFF-SET AND CUT TO EACH TEE,
AND ALL OTHER A MINIMUM THE CENTER
ACCURATE AS-CONSTR C7Fr, ECORDSALIGNM OF THE
GRADE AS VALVE. BEND AND tlYDRAM
RDS OF THE n MAY BE NEEDED TO DRAW
PROJECT.
THE LUMP SUM UNIT PRICE FOR CONSTRUCTION STAKING WILL
COMPENSATION FOR ALL SURVEYING NEEDED TO CONSTRUCT THE IMPROVEMENTS TO
THE LINE AND GRADE PER THE BE FULL
AS-CONSTRUCTED FIELD NOTES. PARTIAL
PLANS' AND TO TROV1 PROVIDE THE REQUIRED
"' CONNECTION WITH THE MONTHLY PAY
E TIMATES FOR THIS ITEM
AS DETERMINED By THF, ENGI AY ESTIMATES BASED UpOY WORE WILL BE MADE
VEER, COMPLETED
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SCAN 12
0 InG CRUBBI NG •
12.3,02 CONSTRUCTION
DETAILS (ADDITIONAL SECTION)
CLEARING AND GRUBBING OF THE ACCESS AREAS AND THE N
MATERIALS. IN ADVANCE OF RECAVATION AND MOVE WORE SITE SHALL. BE
VE IN WITH FQDI PMENT AND
THE CONTRACTOR 'RAIL REMOVE ALL DEBRIS AND DISPOSE OF IT A
MERTS STATE AN COUNTY STANDARDS, NO ON-SITE DI
PERMITTED, THE CONTRACTOR SHALL CLEAR T A SITE WHICH
FOR ACCESS, EAR AND GRUBB EMTAREAS WILL
BE
STRORACE EQUIpMTION, AND STORAGE OF EXCAVATEDAs
WORK. THE FCONTI CT 4NU MATERIALS RE 4ATERIAL, AND FOR NECESSARY
OF THE 6A CONTRACT SHALL GRUB AS QUIRED FOR ACCOMPLISHING THE
12.3.03 CKFILL MATERIALS. NECESSARY TO KEEP ORG
ANIC MATTER OUT
MEASUREMENT AND PAYMENT (REPLACEMENT SECTION)
THE COST OF CLEARING AND GRUBBING SHALL gg
CONSTRUCTION OF THE PROJECT,
CONSIDERED INCIDENTAL TO THE
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SECTION 23 CRUSHED S99Lq1 Kj gALLA52[NC AMP $TOCKP•ING
23.1 DESCRIl TION (ADDITIONAL SECTION)
EXISTING SHOULDERS AND GRAVEL SURFACES SHALL BE RESURFACED WITH CRUSHED
ROCK SURFACING (5/8 INCHES MINUS'' SO THAT A MINIMUM FINISHED THICKNESS
OF 3-I1ICHES IS ON SHOULDERS. TEL FINISHED SURFACE SHALL MATCH THE
SLOPE, CROWN, AND GRADE OF THE EXISTING SURFACE.
23.2.02 BALLAST (REPLACEMENT SECTION)
BALLAST AND MAINTENANCE RbCK WILL NOT BE REQUIRED
23.3.04 DEPTH OF LAYERS (ADDITIONAL SFCTIOB)
ALI. CRUSHED ROCK MAY BE SPREAD IN ONE LAYER AND SHALL BE ADEQUATELY
BLADED AND MIXED TO OBTAIN EVEN LISTRIBUTION OF THE ROCK. ALTERNATE
SLADING AND ROLLING SHALL CONTINUE UNTIL THE REQUIRED FINISHED SURFACE
AND DENSITY IS OBTAINED.
23.3.15 WATER (PARTIAL REPLACEMENT SECTION)
WATER SHALL BE ADDED DURING THE ROLLING OPERATIONS, AS NECESSARY, TO
OBTAIN NECESSARY COMPACTION REQUIREMENTS.
23.5 PAYMENT (REPL^CF.MF.NT SECTION)
FURNISHING AND INSTALLING CRUSHED ROCK SURFACING (5/8 INCH MINUS) SHALL.
BE MEASURED AND PAID FOR AT THE APPLICABLE CONTRACT PRICE, PER TON,
PAYMENT OF WHICH SHALL CONSTITUTE FULL COMPENSATION FOR FURNISHING AND
INSTALLING CRUSHED ROCK ON SHOULDERS, GRAVEI, DRIVEWAYS, ROADWAYS, ETC.
CRUSHED ROCK IN ROADWAY RESTORATION AREAS IS INCLUDED AS PART OF SECTION
54. PAVEMENT PATCHING.
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SICTI N 52 R OVAL Oj EEIS`ING S REST MPAO NE •
52.2.01 GENERAL
dTIONAL SECTION)
THE CONTRACTOR SHALL INFORM AND SATISFY HIMSELF AS TO THE CHARACTER,
QUANTITY, AND DISTRIBLTION OF ALL PAVEMENT REMOVAL. REMOVAL OF EXISTING
5 .2.0] PAVEMENT SHALL COVER ALI. TYPES AND THICKNESSES OF PAVEMENT,
. REMOVAL OF ASPHALT CONCRETE PAVEMENT (ADDITIONAL SECTION)
CUT PAVEMENT, OR OTHER STREET AND ROAD SURFACES, TO A MINIMUM
XPICH WILL PERMIT THE FROPER EXCAVATION AND GRACING OF 7XE TRENCH AND
IDTH
ALLOW FOR PASSAGE % VEHICULAR AND PEDESTRIAN TRAFFIC. ALL PAVEMENT
CONS SHALL BE SMOOTH STRAIGHT LINES (SAY CUT), OR TO THE NEAREST
CONSTRUCTION JOINT, AND SMALL H•VE CLEAR, VERTICAL FACES,52.3 PAYMENT (REPLACEMENT SECTION)
THE COST OF ALL PAVEMENT CONTRACT COST. REMOVAL SHALL BE CONSIDERED INCIDENTAL TO THE
TP-5
SECTION 54 PAVHMEMI PATCfi IbG •
54.1 DESCRIPTION (REPLACEMENT SECTION)
CITY STANDARDS SMALL BE USED WHERE MODIFICATION OF Till APWA STANDARD
SPECIFICATIONS ARE APPLICABLE.
ROADS, STREETS, DRIVEWAYS, SHOT I DF.RS, AND ALL OTHER SURFACED AREA,
REMOVED, BROKEN, CAVED-IN, SET.LED, OR OTHERWISE DAMAGED DUE TO THE
INSTALLATION OF THE IMPROVEMENTS COVERED BY THIS CONTRA,T, SHALL BE
REPAIRED AND RESURFACED TO MATCH THE EXISTING PAVEMENT OR LANDSCAPED
AREAS AS SET FORTH IN THESE SPECIFICAT14NS.
IMMEDIATELY AFTER THE TRENCH BACRFILLING AND COMPACTING HAS BEEN
COMPLETEP SPECIFIC AREAS ON THIS PROJECT, WHERE DIRECTED BY THE
ENG:hEER,SKALL BE TEMPORARILY PATCHED AND SBAL1. BE MAINTAINED AT ALL
TIMES UNTIL FINAL PATCHING.
54.3.01 GENERAL (ADDITIONAL SECTION)
ALL IMOULDER AND PAVEMENT RESTORATION WITHIN THE RING COUNTY PUBLIC
RIGNT-OF-WAY SHALL BE ACCOMPLISHED IN ACCORDANCE WITH TOE TRENCH REPAIR
DETAILS OF THE KING COUNTY DEPARTMENT OF PUBLIC WORKS,
54.3.01 RIGID TYPE. PAVEMENT RESURFACED WITH ASPIL'.LT CONCRETE (ADDITIONAL SECTIOM)
THE FINISHED PATCH CS ASPHALTIC CONCRETE PAVEMENTS SHALL PROVIDE A
AFTER COMPAMPACTION.TION.
MINIMUM C OF2 INCHES OF ASPHALTIC CONCRETE OVER RIGID PAVYMRNT
THE ASPHALTIC CONCRETE SHALL. BE ROLLED AND CROSSROLLED TO OBTAIN
THOROVCH COMPACTION.
54.3.04 ASPHALT CONCRETE STREETS ON GRANULAR EASY (ADDITIONAL SFCTION)
ALL BITLI41NOVS S:REET SURFACES SIAII. BE RESTORED WITH CLASS "B" ASPHALT,
INCLUDING LIGHT BITUMTNOUS TREATED ROADWAYS. EXISTING PAVEMENT OR
PATCHES LOCATED ALONG THE. EDGE OF A ROADWAY, WHERE TWO (2) FEET OR LESS
OF TNF EXISTING PAVEMENT REMAINS SNAIL IF REMOVED AND RESTORED FOR A
MINIMUM WIDTH OF FIVE FEET IN THE ROADWAY FROM TEL ORIGINAL EDGE OF
PAVEMENT, EXISTING ASPHALTIC CONCRETE SURFACES SMALL BF PATCHED WITH
ASPHALTIC CONCRF.TF CIA$$ "B" OVER 4 INCHRS OF CRUSHED ROCK BASE COURSE.
TEMPORARY MC COLA PRE-MIXED ASPHALTIC FATTMENT AREAS. CONCRETE SHALL OF REQUIRED IN ALL
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SECTION 54 (CONT.) • •
54.3.06 INCIDENTAL WORK (ADDITIONAL SECTIOM)
THE ENDS AND EDGES OF THE PATCHED AVE RESOR►ACED AREAS SHALL MEET AND
MATCH THE EXISTING SURFACE AND GRADE AND SHALL TERMINATE IN NEAT, EVEN
LINES PARALLEL TO, AND AT RIGHT ANGLES TO, THE ROADVAY. NO PIECEMEAL
PATCHING ON REPAIR WILL RE ALLOYED. DAMAGED, DISTURBED, OR OTHERWISE
AFFECTED AREAS SHALL HAVE THE EDGES OF EXISTING PAVEMENT TRIMMED BACK TO
PROVIDE CLEAN, SOLID, VERTICAL FACES FREE FROM LOOSE MATERIAL.
54.4 MEASUREAENT AND PAYMENT (REPLACUMMY SECTION)
ASPHALTIC CONCRETE SURFACE RESTORATION SHALL BE MEASURED AND PAFD FOR AT
THE CONTRACT PRICE, PER TON OF ASPHALT CONCRETE, AND PER TON OF CRUSHED
ROCK; PAYMENT OF WHICH SHALL CONSTITUTE FULL COMPENSATION FOR THE
RESURFACING COMPLETE, INCLUDING SURGRADE PREPAR.TION, PREPARATION OF AND
CONNECTION TO EXISTING PAVEMENTS, EASE COURSE, TACK COAT, FINISHING, AND
ALL NECESSARY INCIDENTAL WORK.
FURNISHING AND INSTALLING MC COLD MIX SHALL RE CONSIDERED INCIDENTAL TO
THE CONSTRUCTION OF THE. PROJECT.
THE MAXIMUM PATCHING WIDTH IN TRENCH AREA WILL BE S FEET, EXCEPT AS
REWIRED BY CITY STANDARDS. ANY PATCHING DONE BEYOND THIS LIMIT WILL HE
DONE AT THE CONTRACTOR'S EXPENSE.
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S 1 N )j PI�AND•F1TT iNGS FOR,WA78R_MAIN8 •
12.1 ALL PIPE SIZES, AS °HOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN, ARE IN
REFERENCE TO "NOMINAL" DIAMETER, UNLESS OTHERWISE INDICATED.
ALI, PIPE SHALL BE FABRICATED TO FIT THE PLAN SHOWN UN THE DRAWINGS.
WHERE RELOCATION OF, OR REPLACEMENT OF, EXISTING PIPING 1S NECESSARY
DURING CONSTRUCTION, MATERIALS USED SHALL MATCH THE EXISTING, SUBJECT TO
THE APPROVAL OF THE CITY.
72.3.01 PIPE
72.3.01A DUCTILE IRON PIPE (PARTIAL REPLACEMENT AND ADDITIONAL SECTION)
4" TO 12" PIPE SHALL BE 1/16" CEMENT LINED.
THE PIPE JOINTS SHALL CONFORM TO SPECIFICATION A21.11-1980 (AWWA
Cll1-80). PIPE JOINTS SHALL. BE PUSR-ON JOINT, MECHANICAL JOINT, OR AS
SHOWN ON THE PLANS,
ALI, P.PE SHALL. BE AWNA THICKNESS CLASS 52,
72.3.02 FITTINGS
72.3.02A DUCTILE IRON PIPE (ADDITIONAL SECTION)
JOINTS FOR PITTINGS SMALL BE MECHANICAL JOINT AS PER ANSI SPECIFICATIONS
A21.il-ISSO (AWWA C111-80) (1N FLANGED JOINT AS PER ANSI A21.15-1982
(AWWA C111-80) WITH RUBBER GASKETS.
FITTING JOINTS ARE SHOWN ON THE PLANS.
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SECTIONJJ RL ENI:H.• V T kN, FOUNDATION, BEDDING • CSFILL.FOR TF,R MA1�S
13.2.04 BANE RON GRAVEL FOR TRENCH BACKFILL (ADDITIONAL SECTION)
TRENCH RACKFIII. FOR THE PIPE SHALL CONSIST OF CRUSHED OR
NATURALLY-OCCURRING GRANULAR MATERIAL FROM SOURCES SELECTED BY THE
CONTRACTOR. THE SOURCE AND QUALITY OF THE MATERIAL SHALL BE SUBJECT TO
APPROVAL BY THE CITY. TRENCH RACXFILL SHALL MEET REQUIREMENTS FOR RANK
RUN GRAVEL, CLASS "R", IN ACCORDANCE WITH SECTION 26 OF THE STANDARD
SPECIFICATIONS,
73.3 EXCAVATION
73.3.01 GENERAL (ADDITIONAL SECTION)
THE CITY SHALL HAVE COMPLETE CONTROL OVER THE EXCAVATING, MOVING,
PLACING, AND DISTRIBUTION OF ALL MATERIALS AND SHALL DETERMINE THE
SUITABILITY OF MATERIAL TO BE USED AS HACKFILL.
73.1.06 EXISTING UTILITIES (ADDITIONAL SECTION)
THERE ARE VARIOUS PIACES SHOWN ON THE CONSTRUCTION DRAWldGS WHERE THE:
NFW WATER WILL CROS:, OR CONNECT TO EXISTING FACILITIES. AL1. FLEVATICN
AND LOCATION INFORMATION SHOWN IS CALCULATED FROM PRIOR CONSTRUCTION
RECORDS WHICH ARE N. I ALWAYS ACCURATE. THEREFORE, ALL CROSSING OR
CONNECTION LOCATIONS MUST BE EXCAVATED AND VERIFIED BY THE CONTRACTOR
PRIOR TO LAYING OF PIPE IN THE NEAR VICINITY OF THESE
CROSSING/CONNECTIONS.
73.3.07 TRENCH EXCAVATION (ADDITIONAL SECTION)
TEMPORARY DRAINS AND DRAINAGE DITCHES SHALL BE INSTALLED TO INTERCEPT OR
DIRECT SURFACE WATER, WHICH MAY AFFECT THE PROMOTION OR CONDITION OF THE
WORK.
THE CONTRACTOR SHALL INFORM AND SATISFY HIMSELF AS TO THE CHARACTER,
QUANTITY, AND DISTRIBUTION OF ALL MATERIALS TO BE EXCAVATED.
73.3.07A ROCK EXCAVATION (ADDITIONAL SECTION)
ANY SOLID ROCK EXCAVATION, EXTRA EXCAVATION, UNFORESEEN OBJECTS, OR
UNSUITABLE MATERIALS ENCOUNTERED SHAEI. BE EXCAVATED BY THE CONTRACTOR AS
DIRECTED BY THE CITY.
73.3.09 REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL (ADDITIONAL SECTI(IW)
ALI. EXCESS OR UNSUITABLE MATERIAL SHALL BE DISPOSED OF AT A SIT.•
APPROVED BY THE CITY.
IN CASE UNSTABLE OR UNSUITABLE EXISTING MATERIAL 19 FNCOUNTF.RF! AT THE:
TRENCH BOTTOM, THE CITY MAY DIRECT IRE USE OF SUITABLE FOUNDATION
MATERIAL. UNSUITABLE MATERIALS SHALL BE EXCAVATED BY THE CONTRACTOR AS
DIRECTED BY THE CITY TO GIVE RACKFILL FDLL. BEARING ON SOLID GROUND. OLP
FILLS, WASTES, OR UNSUITABLE MATERIALS, INCLUDING LOGS, STUMPS, PEAT, OR
MUCK, WILL. BE EXCAVATED WHEN, IN JUDGEMENT OF THE CITY, THESE MATERIALS
WILL IMPAIR THE STABILITY OF THE RACKFILL.
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sEGr1oN_��_�coNr.)
WET TRENCH CORDITAON WILL NOT NECESSARILY BE CONSIDERED AS AN INDICATION
OF UNSTABLE CONDITIONS. FOUNDATION MATERIAL SHALL BE CLASS "A" OR "B"
THE: TRENCH SHALL BE DE-WATERED AND INSPECTED BY THE CITY TO DETERMINE
THE SUITABILITY OF THE TRENCH MATFRIAI.
73.3.10 BEDDING THE PIPE
73.3.10A RIGID PIPE (ADLIT1ONAL SECTION)
THE BOTTOM OF THE TRENCH MUST BE SHAPED TO UNIFORMLY SUPPORT THE BOTTOM
QUADPANT OF THE PIPE THROU 'OUT IHE ENTIRE PIPE LENGTH.
SELECT NATIVE MATELIAL MAY BE o3:.P FOR BEDDING OF DUCTILE. IRON PIPE
PROVIDED IT CONFORMS TO SECTION 73.2.02A.
13.3.i1 RACKFILLINC TRENCHES (ADDITIONAL SECTION)
TRENCH BACKFILL SHALL BE IN ACCORDANCE WITH KING COUNTY STANDARDS.
EXCAVATED MATERIALS THAT ARE FREE FROM MUD, MUCK, ORGANIC MATTER, BROKEN
BITUMINOUS SURFACING, STONES LARGER TITAN 6 INCHES IN DIMENSION, AND
OTHER DEBRIS SHALL BE USED FOR BACRFILL EXCEPT WHERE OTHERWISE REQUIRED.
13.3.12 COMPACTION (ADDITIONAL SECTION)
INITIAL BACKFILL SHALL BE PLACED AROUND THE PIPE IN LAYERS NOT EXCEEDING
R INCHES IN DEPTH, AND EACH LAYER SHALL BE THOROUGHLY COMPACTED BY
MECHANICAL TAMRERS TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AT
OPTIMUM MOISTURE CONTENT AS DETERMINED BY STANDARD PROCTOR COMPACTION
TEST, ASTM D698, METHOD D. AL1. WORK RELATED TO THE TESTING OF THE
COMPACTION, INCLUDING PROCTOR TESTS AND COMPACTION TESTS, SHALL BE TAKEN
IN THE PIPE TRENCH AREAS. THE LOCATION OF THE TESTS SHALL RE SELECTED
BY THE CITY; THE FIRST COMPACTION TEST AT EACH LOCATION SHALL BE
PROVIDED BY THE CITY AT NO EXPENSE TO THE CONTRACTOR. SHOULD ONE. OR
MORE OF THESE TESTS FAIL TO MEET THE SPECIFICATIONS, ADDITIONAI TESTS
WILL. BF TAKEN AS REQUESTED BY THE CITY AT THE CONTRACTOR'S EXPENSE .
INPLACE DENSITY DETERMINATION SMALL. BE MADE IN ACCORDANCE WITH ASTM
D1556, EXCErT AS uTHERWISE APPROVED BY THE CITY. TESTING FOP COMPACTION
IN THE IMPROVED AREAS SHALL BE IN ACCORDANCE WITH THE TESTING AS STATED
IN THE PARAGRAPH ON INITIAL BACKFILL.
WHEN WORKING IN EITHER THE CITY OR COUNTY RIGHT-OF-WAY, THE APPLICABLE
AGENCY'S SPECIFICATIONS FOR COMPACTION SHALL BE FOLLOWED BY THE.
CONTRACTOR.
77.4.03 MEASUREMENT
13.403 BANK RUN GRAVEL FOR TRENCH SACKFILL (REPLACEMENT SECTION)
MEASUREMENT OF "BANK RUN GRAVEL FOR TRENCH BACFFILL" SHAD, BE BY THE.
TON, SCALE WEIGHTS.
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SECTION 73 (CONT.) • •
73.% PAYMENT
73.S.04 RANK RUN GRAVEL FOR TRENCH BACXFILL (REPLACEMENT SECTION)
THE PRICE PER TON SHALL RE FULL COMPENSATION FOR FURNISHING AND PLACING
THE MATERIAL AS OUTLINED IN SECTION 26.2.01 OF THE STANDARD
SPECIFICATIONS. NO SEPARATE PAYMENT OF ANY KIND WILL BE MADE FOR
COMPACTING, WETTING, DRYING, WATER, PROCESSING OF MATERIALS, OR REMOVAL
OF "SUITABLE SOILS.
SHOULD THE CONTRACTOR EXCAVATE BELOW THE DESIGNATED LINES AND GRADES
WITHOUT PRIOR APPROVCL, HE SMALL REPLACE SUCH EXCAVATION WITH THE NAT;VF
MATERIAL OR IMPORTED RACKFILL. AS DIRECTED BY THE CITY AND AT THE
CONTRACTOR'S EXPENSE.
IMPORTED BACKF]1.L SHALL CITY' BE PLACED ONLY IN THOSE PLACES DESIGNATED BY THE
NO PAYMENT WII. , BE MADE FOR MATERIALS REPLACED OUTSIDE OF THE
VERTICAL PLANSES, I FOOT OUTSIDE OF AND PARALLEL TO THE BARREL OF SHE
PIPE AND NOT THE BELL OR COLLAR. NO PAYMENT SHALL BE MADE FOR MATERIAL
WHICH IS USED FOR PURPOSES OTHER THAN THOSE DESIGNATED,
73.5.06 CRUSHED ROCK FOR TRENCH BACKFILI. (SUPPLEMENTAL SECTION)
SAME CONDITIONS AS 73.5.04.
iP-11
S��Z1 N 14 PIPE INS TIUN FOR 16,q�ep_�-_
74.1.01 ALIGNME
NT (SUPPLEMENTAL SECTION)
THE LOCATION OF THE WATER MAINS, VALVES AND FITTINGS, IHCLUOIhG
MODIFICATIONS, WILL BE STAXED BY
AND GRADF SHOWN ON THE PLANS. PIPES SHALL BE
THE COMHACTOR'S SURVEYOR TO THE LINT
LA
AND ALICNMENT, REPCEMENT OF STAKES LOST OR LAID TO SPECIFIED
HALL RE
THE ('ONTRACTOA'S F.XPEN3E, DESTROYED S GRADE
74 2 MADE AT
CONSTiI'C710N
74.2.02 HANDLING OF PIPE (ADDITIONAL SECTION)
JOIWT1MG SMALL CONFORM TO THE NANITFACT4'RER'3 hl:COIgf1l TIONS.
ENDS OF NIPS AND F12TINCS SHALL 6E P1^C,GED WITH A TEMPORARY
PLUG OFE 11PER WORK IS NGSSTO SHAPED THE OPEN
TO ENTER TtlE PIPF. THE ANDS' -1EN WATER IN THE TRENCH THREATENS
IS ON SITE AND AVAILABLE.
WILL STOP WORX UNLESS AN
LABLE, APPROVED PLUG
74.7.09 CONNECTIONS
4.2-09A To
:.]STING MAINS (ADDITIONAL SECTION)
CONNECTIONS TO tXIST]NG PIPING AND TIE-INS ARE: INDICATED ON
DRAWINGS. THE CONTRACTOR MUST VERIFY A1.1. EXISTING PIPING,
AND ELEVATION, TO ASS TXt.
lHid PROPER FIT. DIMENSIONS,
THE CONTRACTOR SHALL PROVIDE ALI. MATERIALS NEL"ESSAAY 70
CONNECTIONS AS INDICATED ON THE CONSTRUCTION D
SHALL. PERFORM INSTALL ALL
NLOCRI14G FOR THE
EXCAVATION BEDDING NG, AND MWIRA" THE CONTRACTOR
(:ONNECTIUN It) NF. EEISTINISTING MAIN AND MCNF;1.1. AND THE
CONCRETE
VALVES g THE EXISTING MAIN
ASSEMBLE ALI. M.TERIALS,
SHALL at DONE ONLY BY AND THE OPPFRATIi THE ACTUAL
_ CITY OF RENTON N OF LIVE WATER
74 11 HYDROSTATIC PRESSURE WATER 'F.PARTMENT PERSONEL
ESSURE: AND LEAKAGE TEST (REPLACEMENT SECTION)
ALL WATER MA NS AND 0 PSI PRESSURFRANCES SHALT. RE TESTED UNDER A HYDROSTATIC
OFERATEE EINAHOTCASF:USRALL IN EXCESS Of' THAT
THE TEST PRESSIR PRESSURE ER WHICH THAN 200 ILL
PUMPS. GAUGES, PLUGS, SSTHAN
20 WILL
PIPING, AND OTHER F U SADDLES, CORPORATION STOPS, ALI.
FURNISNFp Q IpMFNf NECESSARY FOR P . MISCELLANEOUS EEANEOUS MbSF. AND
AND OPERATED BY THE C PERFORMING THE TEST SRA Ll. BE
CONTRACTOR.THE PIPELINE TRENCH SRA1.6 BE MCX FILLHb SUl F'1 C1ENT L5 TO
OF' THE PIPE UNDER PRESSL'RE. ALL THRUST BLOCKS
SUFFICIENTLY CURED TO p PREVENT MOVEMENT
PERMANENT B EACH DESIGN STp ENGTX SRALL 6E IN PLACE AND
IERMANE TEMPO IS NOT REQUIRED, THE BEFORE TESTING.
ORABY BLOCKING CONTRACTOR 3 WHERp
AND REMOVE IT AFTER TESTING.
ALL FORNISH AND
THE MAINS SHALL BE PILLED WITH WATER AND ALLOWED
FOR A MINIMUM OF 24 HOURS TO ALLOY THE ESCAPE DF Alit LINING OF THE PIPE TO ABSORB Al STAND UNDER pR ESSUA F.
NECESSAA7 t0 FILL THE PIPELINES WATER,
TESTING PURPOSES URNISHI Tilt ME TAR
WHEN SUFFICIENT QUAMIES OF WATER ARE THE
g ALLOW THE,
WiiRt:WILL
08 NAT A UHIWLHSYSTEM
WATER
OPERATION.
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SECTION 74 (CONT.) • •
BEFORE APPLYING THE SPECIFIED TEST PRESSURE, AIR COMPLETELY FROM THE PIPE, VALVES ARB NYDRANPS, SHALL DE EXPELLED
if PERMANENT AIR VENTS
ARE NOT LOCATE) AT ALL HIGH POINTS, *RE IF
SHALL INSTALL
LIK-OAED IS ION EDCWI AT SUCHWATER
POINTS SO THAT THE AIR CAN DE EXPELLED AS THE
LINE [S FILLED WITH WATER, AFTER ALI. THE AIR HAS BEEN EXPELLED, THE
CORPORATION COCKS SHALL B£ CLOSED AND THE TEST PRESSURE APPLIED. AT THE
CONCLUSION OF THE PRESSURE TEST, THE CORPORATION COCKS SHALL BE REMOVED
AND PLUGGED.
THE 'EST SHALL BE ACCOMPLISHED BY PUMPING THE MAIN UP TO THE REQUIRED
PRESSURE; STOP THE PUMP FOR A MINIMUM OF 15 MINUTES UP TO A MAX INOM OF
60 MINUTES AS DIRECTED BY THE OWNER, AND THEN PUMP THE MAIN UP TO THE
LEST PRESSURE AGAIN. DURING THE TEST, THE SECTION BEING TESTED SHALL DE
OBSERVED TO DETECT ANY VISIBLE LEAKAGE. A CLEAN CONTAINER SMALL BE USED
FOR HOLDING WATER FOR PUMPING Up THIS MAKEUP PRESSURE ON TRY MAIN BEING TESTED,
WATER SMALL BE STERLI2ED BY THE ADDITION OF CHLORINE TO A
CONCENTRATION OF 50 MG/L.
THE QUANTITY OF WATER REQUIRED TO RESTORE THE INITIAL HYDROSTATIC
PRESSURE SHAl I. BE ACCURATELY DSTFRMFNEU BY EITHER 1)O PUMPING FROM AN
PEN CONTAINER OF SUITABLE SIZE SUCH THAT ACCURATE VOLUME MEASUREMENTS
CAN BE MADE BY THE OWNER OR, 2) by PUMPING THROUGH A POSITIVE
DISPLACPMENT WATER METER WITH A SWE" UNIT HAND REGISTERING ONF .ALLON
PER REVOLUTION. THE METER SHALT. BE APPROVED BY THE OWNER.
ACCEPTAHIJITy Or THE TEST WILL BF DFTF:RMINF.D BY TWO FACTORS, AS FOLLOWS:
I.THF QLIANT17Y OF WATER IOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER
w' GALLONS PER HOUR AS LISTED IN THE FOLLOWING, TABLE.
'.THF '('SS IN PRESSURE SHALT, NOT FXC6EU 1 PSI PER MINUTE. DURING THE: TFST
PER;OD.
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SE-T,UN 74 (CONT.1 • •
A 40 •B r c ec e4G6 PBR IOOQ F7, OF PIPE�N + - �- ------
Average Teat
NOa.ipal Pipe Diaset r= 1n•__ -_,__
Preuur--psi 6 8 10 12 16 20 24
450 0.95 1.27 1.59 1.91 2.55 3.18 ---3.82
400 0.90 1.20 1.50 1.90 2.40 3.00 3.60
350 0.84 1.12 1.40 1.69 2.25 2.81 3.37
275 0.75 1.00 1.24 1.49 1.99 2.49 2.99
250 0.71 .95 1.19 1.42 1.90 2.37 2.85
225 0.68 0.90 1.13 1.35 1.80 2.25 2.70
200 0.64 0.85 1.06 1.28 1.70 2.12 2.55
+ iF THE PIPELINE UNDER TEST CONTAINS SECTIONS OF VAR10U5 DIAMETERS, THE
ALLOWABLE LEAKAGE WILL BE THE SUM OF' THE COMPUTED LEAKAGE FOR EACH SIZE, OR
FOR THOSE DIAMETERS OR PRESSURES NOT LISTED BY TEE FORMULA STATED IN SECTION
-'4.2.1i OF THE STANDARD SPECIFICATIONS,
GAUGES USED IN THE TEST MAY BE REQUIRED TO BE CERTIFIED FOR ACCURACY AT
A LABORATORY BY THE OWNER.
ANY VISIBLE LEAKAGE DETECTED SHALL BE CORRECTED BY THE. CONTRACTOR TO THE
SATISFACTION OF THE OWNER REGARDLESS OF THE ALLOWABLE LEAKAGE SPECIFIED
ABOVE. SHOULD THE TEST SECTION FA11. TO MEET THE PRESSURE TEST
SUCCESSFULLY AS SPECIFIED, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE,
LOCATE ANT) REPAIR THE DEFECTS AND THEN RETEST THE PIPELINE,
AL1. TESTS SHALL BE MADE WITH THE HYDRANT AUXILIARY GATE VALVES OPEN AND
PRESSURE AGAINST THE HYDRANT VALVE. AFTER THE TEST HAS BEEN COMPLETED,
EACH GATE VALVE SHALL BE TESTED BY CLOSING EACH IN TURN AND RELIEVING
THE PRESSURE BEYOND. THIS TES'. OF THE GATE VALVE WI1.1. BE ACCEPTABLE IF
THERE 13 NO IMMEDIATE LOSS OF PRESSURE ON THE GAUGE WHEN THE PRESSURE
COSIES AGAINST THE VALVE BEING CHECKED. THE CONTRACTOR SHALL VERIFY THAT
THE PRESSURE DIFFERENTIAL ACROSS THE VALVE DOES NOT EXCEED THE RATED
WORKING PRESSURE OF THE VALVE.
SECTIONS To BE TESTED SHALL NORMALLY BE LIMITED TO 1,500 FEET. THE.
O-!WER MAY REQUIRE THAT THE FIRST SECTION OF PIPE, NOT LESS THAN 1,000
FEET IN LENGTH, INSTALLI BY' "CH OF IN'- CONTRACTOR'S CREWS, BE TESTED
IN ORDER TO QUALIFY THE kREW AND/OR THE MATERIAL. PIPE LAYING SHALL NOT
RE CONTINUED MORE THAN AN ADDITIONAL 1,000 FEET UNTIL THE FIRST SECTION
SMALL HAVE BEEN TESTED SUCCESSFULLY.
PRIOR TO CALLING OUT THE OWNER TO WITNESS THE: PRESSURE TEST, THE
CONTRACTOR SHALL HAVE ALL EQUIPMENT SET UP COMPLETELY READY FOR
OPERATION AND SHALL. HAVE SUCCESSFULLY PERFORMED THE TEST TO ASSURE THAT
THE. PIPE 1S IN A SATISFACTORY CONDITION.
TP-14
SECTION 74 (CONT.) • •
DEFECTIVE MATERIALS OR WORKMANSHIP, DISCOVERED AS A RESULT OF
HYDROSTATIC MELD TEST, SHALL BE RFPIACED BY TNS CONTRACTOR AT HIS
EXPENSE. WHENEVER IT IS NECESSARY TO REPLACE DEFECTIVE MATERIAL OR
CORRECT THE WORKMANSHIP, THE HYDROSTATIC TEST SHALL BE RE-RUN AT THE
CONTRACTOR'S EXPENSE UNTIL A SATISFACTORY TEST IS OBTAINED.
74.2.12 DISINFEC11ON OF WATER MAINS (PARTIAL. REPLACEMENT SECTION)
DISINFECTION OF THE NEW ,TER SYSTEM SMALL BE REQUIRED PRIOk TO
COMPLETION OF THE PROJECT AND SHALL BE IN ACCORDANCE L'1TH AWWA STANDARD
SPECIFICATIONS Cb01-8I AND SHALL h ,ET THE ACCEPTANCE OF THE STATE. OF
WASHINGTON DEPARTMENT OF SOCIAL ANL HEALTH SERVICES.
DISINFECTION OF THE ENTIRE W.'TER SYSTEM INSTALLED OR DISTURBED UNDER
THIS CONTRACT, INCLUDING MIPE, PIPE FITTINGS, VALVES, AND APPURTENANCES,
IE REQUIRED 10 CONFORM WITH THE SPECIFICATIONS STATED HEREIN.
74.2.12B REQUIREMENT OF CHLORINE 41PLACEMENT SECTION)
THE INITIAL CONCENTRATICN OF CHLORINE IN THE WAIF.I. SHALL BE 60 PARTS PER
MILLION, AND THIS SOLUT; SHALL BE HELD FOR A PFRIOD OF 24 HOURS.
74.2.12p uECHLORIMATION (SUPPLEMENTAL SECTION)
DECHLORINATION OF ALL WATER USED FOR DISINFECTION SHALL BE ACCOMPLISHED
1N ACCORDANCE WITH THE CITY'S STANDARD D':'PAIL IKLUDEC IN THIS
DOCUMENT. WATER CONTAINING CHLORINE FF;IDUALS SMALL NOT BE DISPOSED
INTO THE. STORM DRAT"AGE SYSTEM OR ANY WATERWAY.
74.2.11 CONCRETE BLOCKING (ADDITIONAL SECTION)
PROVIDE CONCRETE BLOCKING AT ALI, FITTINGS AND HORIZONTAL OR VERTICAL
ANGLE POINTS. CONFORM TO THE STANDARD DETAIL. FOR GENERAL BLOCKING
HEREIN AND THE APWA STANDARD DETAILS FOR VERTICAL BLOCKS. ALL FITTINGS
TO BE BLOCKED SHAL1, BE WRAPPED WITH 4-MIL POLYETHYLENE: PLASTIC.
CONCRETE BLOCKING SHALL BE PROPERLY FORMED WITH PLYWO01 OR OTHER
ACCEPTABLE FORMING MATERIALS AND SMALL NOT BE POURED AROUND JOINTS. THE
FORMS SHALT, BE ST'.i PPED PRIOk TO RACKFILLING. SHACKLE RODS, WHERE:
REQUIRED, SHALL BE INSTALLED WITH THE USE OF SHACKLE LUGS. ALL SHACKLE
RODS SHALL. BE GALVANIZED OR COATED WITH TWO COATS OF ASPHA:T VARNISH.
?4.4 PAYMENT
THE. PRICE PER LINEAL FOOT FOR INSTALLING THE DUCTILE IRON PIPE, OF SIZE
AND QUANTITY LISTED, SHALL CONSTITUTE FULL COMPENSATION FOR THE WATi:R
LINE, IN PLACE, COMPLETE, INCLUDING: ALL PAVEMENT REMOVAL, FOUNDATION
PREPARATION, PIPE, PIPE LAYING, AND JOINTING; SHEETING, SHOBIRC, AND
DE-WATERING, CONNECTIONS TO EXISTING PIPING, AND FURNISHING AND
INSTALLING ALL FITTINGS. CONCRETE BLOCKING SHALL BE MEASURED AND PAID
FOR AT THE UNIT PRICE PER CUBIC YARD SHACKLE RODE SHALL BE INCIDENTAL.
TO THE PROJECT. PAYMENT SHALL CONSTITUTE FULI. COMPENSATION FOR
FURNISHING ALL. NECESSARY MATERIALS IN PLACE, COMPLETE.
TP-15
74.4.07 PAYMENT - SLOY OFF ASSEMBLY (ADDITIONAL SECTION)
IT SHOULD BE NOTED THAT THERE ARE THREE TYPES OF BLOW-OF► ASSEMBLIES AND
THEY ARE AS FOLLOWS: 1. TEMPORARY BLOW-'FF ASSEMBLIES THAT WIIL BE
REMOVED WHEN TIE-IN OCCURS, THESE WILL BE CONSIDERED INCIDENTAL TO THE
PROJECT. 2. TEMPORARY BLOW-OFF ASSEMBLIES THAT WILL REMAIN, WHICH WILL
BE PAID PER EACH. 3. PERMANENT BLOW-OFF ASSEMBLIES THAT WILL REMAIN,
SUCH AS THOSE AT THE END OF CUL-DE-SACS, ETC. WHICH WILL BE PAID PER
EACH.
TP-16
§,ACTION 75 YAIYU FIR WATERMAINS
75.2.03 GTE VALVES (ADDITIONAL SECTION)
VALVES SHALL BE DESIGNE9 FOR A MINIMIM WATER OPERATING PRESSURE OF 200
PSI. GTE VALVES SHALL BE IOW LIST 14, MUELLER COMPANY NO. A-2380,
PACIFIC STATES, U.S. METROPOLITAN, XENNF.DY, OR M A H.
APPROVAL OF VALVES OTHER THAN MODELS SPECIFIED SHALL BE OBTAINED PRIOR
TO BID OPENING.
ALL GATE VALVES LESS THAN 12" IN DIAMETER SHALL INCLUDE AN 8" X 24" CAST
IRON GATE VALVE BOX AID EXTENSIONS, AS REQUIRED. ALL 12" DIAMETER AND
LARGER GATE VALVES SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD
DETAIL FOR 12" GTE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION.
7S.2.06 VALVE BOXES (PARTIAL REPLACEMENT SECTION)
ALL VALVES SHALL HAVE VALVE BOXES AND EXTENSIONS. VALVE NARKER POSTS
SHALL BE INSTALLED AT Till DISCRETION 0, THE CITY IN THOSE UNPAVED AREAS
WHERE THE TOP OF THE VALVE BOX COULD BE COVERED BY WEEDS, SHRUBS, BARE
OR OTHER MATERIALS. THE VALVE. MARKERS SHALL BE FABRICATED AND INSTALLED
IN CONFORMANCE WITH THE STANDARD DRAWING EK ITLED "GENERAL HISCELLAMEOUS
DETAILS" WHICH IS INCLUDED IN THIS DOCUMENT.
',1.3 INSTALIATION OF VALVES (ADDITIONAL SECTION)
ALL VALVES 12" AND LARGER SHALL BE ENCLOSED IN ', VAULT WHICH SHALL BE
SET PLUMB ON A COMPACTED GRAVEL FOUNDATION. THE VALVE OPERATING NUT
SHALL. BE OFFSET. 3" FROM THE CENTE'.RLIRE OF THE VAULT AS SHOWN IN THE.
STANDARD DRAWING INCLUDED IN THIS DOCUMENT.
75.4 PAYMENT (REPLACEMENT SECTION)
THE. GTE VALVE ASSEMBLIES CF THE SIZE LISTED SHALL BE COUNTED AND PAID
FOR AT THE. APPLICAFIk: UNIT PRICE, IN PLACE, COMPLETE, WHICH SHALL
CONSTITUTE FULL COMPENSATION FOR VALVE, VAULT, AND ALL OTHER NECESEARY
ACCESSORIES FOR A COMPLETE INSTALLATION . HYDRANT AUXILIARY VALVES WILL
BE PAID FOR UNDER FIeF HYDRANT ASSEMBLIES,
TP-17
SEC ION 77 HYDRANTS •
—� FIRE
77.2 MATERIALS
.7,2.01 MATERIALS FOR HYDRANTS (REPLACEMENT SECTION)
MATERIALS COMPRISING THE FIRE HYDRANT ASSEMBLY SHALL CONFORM TO THE
WATER STANDARD DETAILS (SEE ATTACHED DETAILS). FIRE
OUR" TYPE (CPENIEG WITH THE PRESSURE) CONFORMING HYDRANTS SNALI. 4E
TO AWWA C-504-LL WI1H
A 6-1NCH INLET AND A M.V.O. OF 5 INCHES, TWO 2-1/2 INCH HOSE NOZZLES
WITH NATIONAL STANDARD 7-1/2 THREADS PEA 'NCR AND ONE 4-INCH PUMPER
NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V.
OPERATINGONUT BY TURNING75 AND C0UNTER OLIOCKY DIAMETER
(LEF7263, 1-1/4 INCH PENTAGON
FIRE HYDRANTS SHALL BE IOWA PACIFIC STATES OR APPROVED EQUAL.
MUST BE OBTAINED PRIOR TO BiD OPENING, APPROVAL
77.2.02 END CONNECTIONS (ADDITIONAL SECTION)
HYDRANTS SHALL. BE CONSTRUCTED WITH MECHANICAL JOINT CONNECTION UNLESS
OTHERWISE SPECIFIED IN BID PROPOSAL DESCRIPTION.
77,2.06
SIDEWALK FLANGE CONSTRUCTION (ADDITIONAL SECTION)
FIRE HYDRANTS SHALL BE OF TRAFFIC TYPE WITH BREAK-FIANCE CONNECTION AND
PROVISIONS SHALL BE MADE FOR DRAINAGE OF BARREL TO PROTECT UNITS FROM
FREEZING.
77.3 CONSTRUCTION DETAILS
77.3.01 SETTING HYDRANTS (ADDITIONAL SECTION)
HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH AWA SPECIFICATIONS
CbOO-77, SECTIONS 3.7 ANU 3.8.1 AND THE WATER STANDARD DETAILS. HYDRANT
AND GUARD POSTS SHALL F- PAINTED IN ArCORDANCE WITH THE WATER STANDARD
E PROJECT, ALL
PAINTED I(, THECOMPLETION ENTON OF NSPECIIFICATIONS ANDEGUAR➢ POSTS SHALL BE
WHITE. FIRE HYDRANTS SHALT. BE OF SUCH LENGTH AS INSTALLATION WITH CONNECTIONS TO 6", B", AND 10, TO RF SUITABLE FOR
DESIGNED
PEST ➢ A UN OTHERWISE PIPING 1N TRENCHES
OTHERWISE SPECIFIED. THE HYDRANT SMALL BE
-1/2 FOOT DESIGNED FOR A 4OT BURIAL WERE 12" AND LARGER PIPE 1S SHOW
UNLESS OTHERWISE NOTED ON TILE PLAN.
77.3.02 HYDRANT CONNECTIONS (ADDITIONAL. SECTION)
FIRE H-DRART ASSEMBLY SHALL INCLUDE G.I. TEE (NJ X FL), 6" GATE VALVE
'FL X MJ), 6' C.1. SPOOL (pE X PE), 5" M,V.O.
CONNECTION), S" X 24" CAST IRON VALVE BOX HYDRANT (NJ
, AND FIRE IRE INCH SHACKLE ROD WITH
ACCESSORIES AND TWO CONCRETE GUARD POSTS. PAINT SHACKLE RODS AS
SPECIFIED IN SECTION 74.2.13,
77.5 PAYMENT (REPLACEMENT SECTION)
FIRE HYDRANT ASSEMBLIES SHALL BE PAID FOR AT THE APPLICABLE UNIT PRICE
PER EACH ASSEMBLY, IN PLACE, WHICH SHALL CONSTITUTE FULL COMPENSATION
FOR THE TEE, VALVE, VALVE BOX, NIPPLE, HYDRANT, SHACKLING, BLOCKING,
BRACING, A" ALL OTHER ACCESS OR IFS NECESSARY FOR A COMPLETE INSTALLATION.
TP-IB
SECTION 78 SERVICE•CT10N_iSUPPLEMCMIAL SECTION•
78.1 GENERAL
WATER SERVICES SHAL1. BE PER STANDARD "DETAIL FOR 3/4" WATER SERVICES"
AND PER STANDARD DETAIL MR "SERVICE CONNECTION DETAIL TO EXISTING
SERVICE."
'B•I CONSTRUCTION (ELPPLEMENTAL SECTION)
SERVICE. LINE CONNECTION TO THE NEW MAIN WILL CONFORM TO THE STANDARD
SPECIFICATIONS OF THE CITY OF PENTON BOUND HEREIN AS APPLICABLE, THE
ENGINEER WILL INDICATE TRY. LOCATIOR FOR THE TAPS ON THY NEW MAIN FOR
EACH SERVICE TO BE CONNECTED,
THE CONTRACTOR WILL DIRECT TAP MAIN FOR 3l4" SERVICE.
THE CONTRACTOR WILL USE COPPER TUBING, TYPE X, SOFT FOR 3/4" SERVICES.
TYFF. I
CONNECTIONS TO EXISTING COPPER SERVICES WILL BZ MADE WITH FIARE TYPE,
THREE PART UNION COUPLINGS.
TYPE 11
WHERE El]STING GALVANIZED SERVICES EXIST, THEY SMALL BE REPLACED WITH A
NEW COPPER PIPE SERVICE TO THE PROPERTY LINE. (METERS SHALL BE LOCATED
1N PLANTER STRIP BETWEEN SIDY.'WALR AND CURB).
TYPE III
WHERE FUTURE STUB SERV10Ea SHALL, BE INSTALLED, THEY SHALL BE INSTALLED
AS ABOVE, TO THE PROPERTY L114E WITH A METER BOX (LESS 314 METER). A
SOLI') CORE THREADED SPACED THE LENGTH OF A METER SHALL BE INSTALLED IA
P1A..E OF THE METER.
TP-19
STANDARD DRAWINGS
t
t GEOSRAL MISCELLANEOUS
' [WAILS
VALVE OPERATING NUT
EXTENSION DETAIe
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WATER STANDARD DETAIL
' CITY OF RENTON I
DEPARTMENT OF PUBLIC WORKS
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1 WATER STANDARD DETAIL
CITY O' RLNTON
•• •• DEPARTMENT OF PUB'-IC WORKS -•.
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1 WATER STANDARD DETAIL
CITY OF RENTON
' •° •t• • DEPARTMENT OF PUBLIC WORKS ,,,•
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CITY OF RENTON IIII
DEPARTMENT OF PUBLIC WORKS
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FRE HYDRANT AND GATE HGiNF
tTIE ROD ATTACHMENTS
' WATER STANDARD DETAIL
CITY OF RENTON
Y- •,•.. DEPARTMENT OF PUBLIC WORKS
' DECHLORINATION
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CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
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WATER STANDARD DETAIL
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS inrtrni,pr
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' WATER STANDARD DETAIL
CITY OF RENTON
` '' "" DEPARTMENT OF PUBLIC WORKS
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WATER STANDARD DETAIL
' CITY OF RENTON
""` DEPARTMENT OF PUBLIC WORKS
SERVICE CONNECTION DETAIL
TO EXISTING SERVICE
' TYPE I RetaP Existing 3 A- Copps, SWIMS and n
Mceuary Adjust Ye1ar { All Boa to Glade
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TYPE II RetaP Slid Replace 3 S'' Gel.amsed Service rltn 3 a' COppo Sarvc• and if list of aary
Adjust Yebr { Meter Boa to Grade
' TYPE III Install 3 S' Capper Stub Service Including Meter so.
NOTE:
1. For TYPE II { Ill Serace Information Sea Standard Ustait to_ 3 p {Y Watt/ Serncof
t2 On Watermsms that are Ill for Cathodic Protection
All Serncce connections shall nave Service Insulators
WATER STANDARD DETAIL
NOT TO SCALE CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS MAY 1904
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Standard Plan NO 18
1
AWARDED.
To Ontract No. CAG._
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..0
UTILITY ENGINEERING
BID PROPOSAL AND SPECIFICATIONS
FOR
WATER PROJECT NO. 790
8" WATERMAIN INSTALLATION
NE 6th ST FROM MONROE AVE NE
TO UNION AVE NE
PUBLIC T. OF RENToN
WORKS DEPARTMENT
MUNICIPAL BUILDING. 2 r ., AVE wE p
4ENTON_ WASH q$D35 • 21
Re-run JOB ORDER ® Offset
New form Copier _
Dept' ` Phone p
Ordered By Date Zn Due
Y SIZE --DESCRIPTION fcolor t pe of oaoernF&h.carbonless etc )
Artwork: proof
initial Press: Ink:
OK as is 1 side Q
Black
Lay-out needed G
2 sides Q Color Q
final OK periorate Q
punch Q
number Q
Bindery:
_ Trim to finish size z
_ fold
Pad
Fan-apart.
There-a-bind (hot glue)
_ Staple
_ Spiral Bind
Acco fastener
Special Instructions:
' �GE RATES T.EQUEST FO� M-�-
)m Na:U-10
FLD. RATES ❑ YES '•X"{PgGFFT) ❑ •'T"(DAY)❑ REVIEWER:_U�
CS. PROF. FUNC. CRP. ORC. DATE:
SR OPERATOR;
TITLEN.E. 6 h St. from Monroe Ave. N.E, to Union AJF.rve. EFT. DATE:
Ot L ADAMS 17 Q IXX)CAAS :j 49 ❑ PACIFIC 65 ❑ STEVENS
03 C A501aV 19 ElfFRRY 35 ❑ KITSAP 51 ❑ PEND OREILLE 67 Q THLIRSTON
05 Q BENTON 21 Q FRANKLIN 37 ❑ KITTITAS 53 Q PIERCE 69 Q WAHKIAKLkM
07 Q CH ELAN 23 ❑ GARFIELD 39 ❑ MICKITAT SS ❑ SAN )UAN 71 Q WAµ %V,W,
0) L CLALLAM 25 Q GRANT 41 Q If" 57 Q SKACIT 73 Q WHATCOM
It ❑ CLARK 27 Q GRAYS HARBOR 43 ❑ UNCOLN 59 ❑ SKAMAWA 75 ❑ TNFRMAN
11 ❑ COLUMWA 29 ❑ SLAFID 45 Q MASON 61 ❑ SNOHOMISH 77 ❑ YAKIMA
1S t: COWLIT] 31 ❑ JEFFERSON 47 ❑ OKANOCAN 63 Q SPOKANE 99 Q ALL (Except
_ those market
Ot0 ❑ Asbivus Workers 330 ❑ konworkers 650 ❑ Solt Floor .avers
010 `] auder nakers 3S0 Laborers
670 ❑ spnntnti Fitters-fire
OS0 Q &kka ns yets d Marble Maso � fn s� Prevention
370 Q landscape �onstruchon
070 ❑ Carperam 3% ❑ Lathm
0% Q Cement masons •130 ❑ Mason lemlers. Hod
710
Camera d Mornrnnen L� Sun Screen Ins Hers d
NAB :.] Contnnutication Tech. Window T rs
450 ❑ Painters lto tyl➢n
III) [� Divers d Tertden 730 T
130 ❑ Dredging Wakm 490 Cl Plasterm
150 ❑ Drywall Finishers Slo ❑ Plasterer Tenders
770 ❑ Terrazzo Workm &
170 ❑ EleciricuM S30 Q Plumbers S Pipehtlers Tile Sellers
110 ❑ Eled-line Comtr. 570 Q Power Cyuip Op. "A) i1 Tile. Marble & Terrazzo
Helpers
230 11 C�satct Cmxtruclas d�'�S1Egr� .• r
�IIMRFa�I 2511 } 820 ❑ Tr4dic Cr�trol Strymrs
C1 Fence Fterta Lw«m
590 ❑ Refrg. d AV Co,WAx % 830 ❑ Well Onikn A I •i.a 410,
be medwtics Pomp Is.Sta�IC�S
170 ❑ Gaziers 610 ❑ Roofer & Waterprootm 9" '❑ All (Except Unose marked).
NO C1 Ydand &aatnw i 630 ❑ SFxaetm.aal Workers 38.7 I2-r, PIrZ
110 ❑ InccAt"t App cators 640 ❑ *t) Hangers d PJR)ten 111
& Comic. Men Q Q�Q�O�
DOT'
Cntlr..nS �.' )cu 12/83
Per ,4A c cnit 1•to-E,F •
OF k
� 'va
d R
° PUBLIC WORKS DEPARTMENT
DESIGN/UTILITY ENGINEr RING 0 235-263,
<9 $ MUNICIPAL BUILDING 2110 MILL AVE.$0, RENTON,WASHB0.955
a
rE0 SE PEE-oP
BARBARA Y. SHINPOCH
MAYOR
February 6, 1985
V.'Tim Smith
WSDDT District ,1
6431 Corson Ave. South
'k Seattle, WA 98„W,
S4i0eetT"- Washington State Wage Rates for City of Renton
1 Watermain Installation Project W-790
1 Dear Mr. Smith:
Enclosed is a Wage Rate Request Form for future construction
Projects.
Thank you for your cooperation.
Very truly yours,
John F. Collins
Assistant Project Engineer
:!ft
Enclosure
M
L
ApR
F[t� u r 1385
CITY" D
""TON WORK ORDER - DISTRIBUTION
No. `-4494 "
MOJKT NO, DAil11
MOJECT NAME
FUNCTION OR DESCRwwN Of M*a
lbASLIi V
RY CITY FORCES LlCONTRACT ❑ 1F CONTRACT NO.
CONTRACTOR'S NAME
CONTRACTOR'S ADDRESS
ESTIMATED COST_ NRIOMRlowcR ACTY call
40"EME/N/TSS,. C-`Y S0. NO ffEC1At tMSWO ❑
Commuo
A►!ROVED RY
Vnnawnw� -
C
ti•
OF FILE
FILE T17U WTP��j
'�►ENDING
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