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A-LTE : OREGON LAW REQUIRES YOU TO FOLLOW RULES
ADOPTm BY THE OREGON UTILITY NOTIICATION CENTER. THOSE
RULES ARE SET FORTH IN OAR 952-001--0010 THROUGH OAR
952-001-0090. I
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GENERAL CONDMONSCONSTRUCnON e
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1. iW CITY'S STANDARD SPECIE AIM FOR TRAFFIC CONNTRO. IS 'MANUAL ON LWORM TRAFFIC CONTROL. DEVICES FOR �1" RY SEWER J o P
EDITION- - u c a
STREETS AND HIGHWAYS`, U.S DEPARTMENT OF TRANSPORTAiKK FHWA, ANUENMJMI _ 7c " r
1. Ali ROAD OW TO COMPr.Y w/ CITY OF WARD DESTILN/ AND CONSTRUCTION STANDARDS. 1. ALL CONS TiRNIUC TION MATERIALS AND METHa1S SHALL BEIN 1. CQWORIMANCE KITH )HE CLEAN DIA TER SERViCES (CWS) OF
2. MAfnc CONTROL SHALL BE PROVIDED FOR By TW CON11PACTOR IN ACCORDANCE WITH THE CITY'S STANDARD SPECOICATiON WASMINGTON COUNTY (AGENCY) Rd0 00--07 STANDARDS AND SPEGIfiCATIOMS, AND CITY OF TiGARD ENGINffJWG STANDARDS
AND, W ACCORDANCE M1>H A plY JOB SPECIFIC APPROVED IRAFFX CONTROL PLAN A COPY OF TFME APPROVED TRAFFIC 2 iW LOCATION OF EXISTING UTILITIES SHOWN ON THE PLANTS IS APPROXWAi! AND SHONN FOR MIFORMATiON PURPOSES ONLY. AND SPECIFICATIONS.
CONTROL PLAN SHALL BE' AVAXABIE Al TFE 1117RPK AREA THE CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED PRIOR TO COi IENCING CONSTRUCTION AND SHALi. COORMAiE MIiN
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1H: SURVEYOR THE LOCATION, ADJUSTMENT OR REPLACEMENT OF ANY UTILITY OR RELATED STRUCTURE 5 MAY BE 2 MAIN LINE PiPE -.ALL BE 9` PVC AND SERViCE LATERALS SHALL BE 4` PVC CONFORANNIG TO ASTM 0-3034. SANITARY N
I PUBLIC ROIADMNY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY iME, W ROUT HAiW FIRST OBTAINED 11RIT1EN APPROVAL NECESSARY. AAOInONAL UNDERGRO1JND UTILUTiES MAY EXIST. (CNS LIVE LOC. 503-681-•7044) SEWER PIPE SMALL BE GREEN NV COLOR.
FROM THE CITY ENGINEER of PEITMT HOLDER IS RE"ISIBIf FOR PRHNOVISON OF 16f1Y NOWXAWN OF IRAFTX FLOW
OSRUPAONS TLD AREA MVE EMERGENCY SERVICES (TK" POLICE DEPT., nJALAi1N FIRE E RESCUE, ETC) AND TO IN-MET a CONTRACTOR MUST SU MIT A TRAFFIC CONTROL PLAN TO TME CITY OF TIGARD FOR REVIEW AND APPROVAL BEFORE a SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET FROM of MAW AND TO WIRHIN 5' Of THE RXDNMG. THE END OF
AND TIG+ RD S09XX DISTRICT. CONSTRUCTION CAN START. EA(W LATERAL BULL BE MARKED WIN A 2x4' PAINTED GREEN EXiENNWG FROM THE NMERT TO A WWW OF T11Nr) FEET
4. ADVANCE WANK OF NMIOWWT TRAFFIC DISRUPTION SHALL BE PROV"D TO TIE' QEHERAL MOTORING R", BY PLACEMENT 4. iW CONTRACTOR AND/OR SUB-CONTRACiOR SHALL HAVE A AMMM" OF ONE (1) SET OF APPROVED CONSTRUCTION PLANS A80VE THE GROUND SLWfACE, LAIN THE DEPTH "ROM THE TOP OF THE 2'x4" TO ?HE INVERT WRITTEN HWON.
OF AN ADVANCE NO1IF1CA110N SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS (Mk) BEFORE VITIATION OF AND ALSO MAINTAIN AT LEAST ONE (1) SET fOR CONSTRUCTIOIN A5-BUTTS ON THE JOB SITE AT ALL NI£S DURING THE 4. SERVICE LATERALS SHALL BE CONSTRUCTED AT A MMNpILUMI GRADE OF t iX WIN A MAXIMUM GRADE OF 10OX (45).
COVSTIR1UCnOV MCLRK. CONSTRUCTION PHASES.
5 ALL MAW SEWERS SHALL BE BALLED, FLUSHED, 1HOROUGFQ Y C LF,ANED MANWRELED AND AIR-TESTED AFTER IFA' BACKFIN IS
S ACCESS To E)OS1MMG 'yROP1ERTf5' SFULL LIE MANVTANED AT ALL TME% WCYIDMMG NWA4 VELIWRY SERVICES AND MAS Q ALL MATERIAL S~S) SMALL SUBMIT TO I}N: ENGINEER PROOF OF MATERIALS TESTED IN ACCORDANCE WITH THE PLACED AND COWAC1ED. A VII.S, T.V. VIDEO TAPE AND REPORT AND ANP--TEST RESULTS SHALL BE PROWDED TTI M
SERVILE AND MF NOT, SHALL CAUSE FOR MIpIK STOPPAGE UNTr EFFECTIVE ACNE IS E3TABLUSFED. SPECIfICAT10NS AND SHALL CERTIFY THAT , u MATERIAL DELIVERED TO TME JOB SITE MEET OR EXCEED CITY of TIi}AFiD MANHOLES SHAH BY HYDRO-STATIC OR VACUUM TESTED. ALL PRIOR TO AC PAVING, AND AFTER ONE YEAR.
SPECIFICATIONS PRIOR TO DELIVERY Of MATERIAL TO THE SITE. ANY MATERIAL NOT CER IM BY THE SLIPPIER SHALL BE
6= 1RAFFIG COIiTNNI OVos= FLAC,PERS04 ETC, SHALL BE IN PLACE PRM TO NANTIATION O CG NISTRUCIION WORK AND REy0WD FROM IW JOB SITE AT NO ADDITiONAL COST TO THE OWIMER. 6= TRENCH BACKFILL IN STREET AREAS SHALL 9F. MADE WIN 3/4`-0" CRUD ROOK, COMPACTED t0 95Z (T-99).
SMALL BE UfFECTIVELY MAINTAINED.
N!t TIE EAKK,yNNEEEIP HAS Nur BEEN RETRIED OR CQ1MF'ENSATED 10 PROVIDE L>ESyCIV AND CONSTr4(,cT10N REV1Ew SERVKES COMMPACTI(JN RESULTS TO BE sUBMIiT7E0 TO COS AND COPIES ALSO Sflilr TO CITY OF TI(,ARD.
Z HOURS OF WORK TO BE YAM TO 7PM MONDAY iWJ SUNDAY RELATING TO THE CONTRACTORS SAFETY PRECAUTIONS Of; 10 MEANS, METHODS, TECINNROUESr SEOUENCES, OR PROCEDURES
T
REQURED FOR THE CONTRACTOR TO PERFORM H1S/?ER MN1xRK. 7. THE CONTRACTOR SHALL. PROVIDE THE ENCMNEER A SET OF PLANS 9011111W IW AS-BLrET LATERAL LOCATIONS
a MILLI MAW! LANE WIH 91ALL BE i*1W (12) FEET. PEDESTRIAN TRAVEL SHALL ALSO BE PROWDED FOR. L#. PLUG CONNECTION TO EXISTING SANITARY UNIX NEW LINES ARE TESTED AND C(MNNECV0N iS APR'RROWV BY TEE' CITY.
FE Cl
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IW /RESE7RIE5 IWRKIHt TO ADD 1D OR Mt00rFY TRAFFIC r:�OIVIROL 1PEQtAREMiENTS AS MAY BE- NECESSARY TO 7. CONTRACTOR SMALL REMOVE AND DISPOSE OF TREES, STUMPS BRU3F1, ROOM TOPSOrt AND OTHMER MAlER1AL N IFF
ROADWAY AND 6 ALL STRUCiUR4L FILL AREAS INCIUDING BLINDIiIC W10PES MATERIAL SHALL BE DISPOSED OF IN SUCH I CONNECTION PERMITS SWOUiIRED FROM CITY BUILDING DEPT.
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EFFFCTIVELY CONTROL I RAFFIC AND TO AXc:RRE PUBLIC SAFETY A MANNER AS TO MEET LOCAL REGULATIONS
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1Q BEFORE INITIATING ANY CONSffWIION ACTIVITY, THE PERMIT HOLDER SHALL CONTACT TW CIIYS INSPECTOR (MICHAEL WHITE) IL CONSTRUCTION VEHICLE AND EMPLOYEE PARKING TO BE ON SITE NO PARKING TO BE ON PUBNC RIGHT-OF-WAY. rfi
AT (5a3-&39-4171) TO ESTiI&ISFI A fR_AC& IW AND DAVE FOR A PRF-CONS;RUC110N MEEING. ILU X
11. THE PONT HOLDER OR HiS CONTRACTOR SHALL NOTIFY IWCITYS INSPECTOR (WCHAa W/NTE) AT (503-639-4171)
wA� w
TINYTY--FOUR (24) HOURS.: PRIOR TO II
ONE'LETNGOR1( CMM BTW ORK. TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION, AND N NO= 1. ALL TRENCH BACKFILL wRHN PAVED AREAS AND SIDEWALKS SHALL BE Z z
AFTER C
1, CONTRACTOR MUST OBTAIN DEMOLITION PERMIT FROM CITY OF TIGARD BUILDING DEPARTMENT PRIOR TO SlAR1MlG DEMOLITION 3/4"-0` CRUSHED ROCK COMPACTED T.0 95% (AASHTO T-99) RELATIVE DENSITY. Z () W
12. A CWY OF IWPERMIT AND ALL ATTACIAIENN AND A COPY OF TIE APPROVED OON MUCTION PLANS AND ALL WORK.
AUDOMTS SHALL IE AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM TO iW PERMIT I CONDITIONS AND 2. CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL U11U;rES W cr
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PROW90NS AND TO THE CITY APPROVED PONT PLANS; AID APPROVED PLAN AMMEN MEMS AND TO IEE THE CITYS I REMOVAL OF EXLSIWG INTERIOR FENCES, SERVICE LINES (AERIAL & UNDER- GROUND POLES, MISCELLANEOUS IIEWS NOT PRIOR TO CONSMUCiION AND NOTIFY ENGINEER OF ANY DISCREPANCIES OR F.
STANDARDS AS REWja JXY 15,IM APEIIDIX 0, PAGE 38 R SPECIFICATIONS AND T( THESE GENERAL CONOHIKJNS SFIOINV AAAD THiE CLEANUP OF DEBRIS IN iW CONSiRUCTIQN AREAS ARE ALL TO BE INCLUDED W THE REMOVAL Bio ITEM. CONFLICTS WITH THE PROPOSED CONSTRUCTION. PRIOR TO START OF � -
CHANGES TO ANY OF iEE AFORESAID MUST BE APPROVED BY THU CITY, IN ADVANCE OF 091K PERFORMANCE CONSTRUCTION CONTRACTOR SHALL ARRANGE FOR THE RELOCATION OF ANY
a IT SHALL BE iW RES 04SIDN J TY OF 1W CONTRACTOR TO LOCATE AND COORDWA iE THE REMOVAL OF EXISTING U nU S OR U nU TIES IN CONFLICT W TH THE PN0000�b CONS TRUC TION. IL - a:
is UMTEIVANOE OF TME MNOINK AREA AND APPROACH ROADS IS THE RESPONSMtNrITY OF 1FE PENOT HOLDER. IW WORK AREA PROPER DISPOSAL AND101? FILLING ACCORDING TO DE01WASi= CO. SANITARIAN, IF THEY ARE TD REMAN (SEPTIC TANKS, 0 Q
AND APPROACH kOADS SHALL BE MAINTAINED IN A CLEAN CONDITION!, FRET: FRO' OBSTRUCTIONS AND HAZARDS A COPY OF LINES: ECT.). � o
IW PONTHOtOR�RS CFRA1'iCATE OFINSURANCE SHALL BE AV"[ Al THE MINORK AREA. 4.
WATER LINE PIPE SHALT BE OF THE SIZE NOTED ON TIFF PLANS.
4. IT SHALL ALSO BE THE RESPONSiNiTY OF THE CONTRACTOR TO CONTACT THE STAVE OF OREGON WATER MASTER o DUCTILE IRON PIPE SHALL BE CLASS 52, lE14ENT LMFED CONFORMING CD co P
14. flf 9ADNK' OF MUD OR DEBRIS OR STORAGE OF EQU1I%1 NT OF ANY 04 UPON ANY PUOUC ROADWAY IS STRICTLY 5Q3-681-7018 TO APPROVE TME FILLING OF ANY SEPTIC TANKS J REMOVAL OF ANY IYISIING WATER WELL.
PIaQ0�1ED AND V1NO[AilOk SHALL BE CAUSE FOR MMEDN.ITt CANiCE1LA1M�1 OF THE PERYI': lHE CITY MAY AT ANY ME b.
ANSI A21.51, NO1H PUSH-ON TYPE ANTS.
ORDER MIYEDtA)E CLEAN UP AND STOPPAGE OF WW TO ACCOMPLISH K.L.EAN UP. b. Fl TT>IVGS SHALL BE MECHANICAL DSIV T CONFORMING ANSI A ?1-10 O
(AWWA C-110) AND ANSI A-21-4 (A WW4 C-104) OR FLANGE F1'rnNGS AS REQNUMRED. o W
11 UTtC11VE EROSION t'ONTROt iS REOLAtRED, DMION CONTROL DEVI ES MUST BE INSTALLED AND MANTANNED Af TING INE r. ALL WATER PIPE SHALI. HAVE A MINIMUM 36" OF COVER MEASUREDQED. REOEAR LENTS IW CITY MAY AT ANY TINE ORDER Cr7MRRECYIW ACTIONAD ASTOPPAGE OF WORK TO ACCIOAF . H GRADING 1, FROM FiNiISHED GRADE UNDER IMPROVED AREAS.
EFFECTIVE ERR5ION CONTROL
1= THE BRUSH! AND 1ftEE5 FROM THE CUT AND Fll.i AREAS SHALL BE REMOVED FROM! THE S71F OR DISPOSED OF AS DIRECTED d ALL TEES BENDS; ELBOMl5, AND CHANGES IN a rl>n1
I& WRQ%WTY OtS&AWO BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WIN A STANDARD GRASS l'1Jr; SIM FLOOM BY THE ENGKV. iW SINPPINGS MAY BE SPREAD OUT IN 8' LIFTS TO A HAM" DEPTH OF 1' OVER THE LOTS: WHEEL SHALL BE SECM1Y THRUST BLOCKED USING
BARKDUST, EXISTING SIGNS, PAVEMENT MARKERS, MANMXES, ETC., SHALL BE REESTABLISHED, REINSTALLED OR REPLACE, WIH ROLLED, GRADED AND SHAPED TO DRAIN TO STREET OR REAR LOT OPAIN WHERE• APPLICABLE: 3040 PSI CONNCREiE POURED AGAINST UNOIS'IURBEL ROUND, OR
LIKE KIND AND MA 1>=R1AL2 APPROVED AL MMA lF EWKWMENiS OR SIRIUCTUNRAL FILLS FOR ROAD WAY CONSTRUCTION OR FILLS TO BE CONSTRUCTED FROM EXCAVATED
e. UPON COMPLETION OF NSTALLATiON OF THE WATER SYSiEMI, ALL LIES
IZ EFFECTIVE DRAINAGE CONTROL IS REQUWRED. P?RAINACE SHALL of Cf�!:, '�^ WI MN 7W WORK 9IE AND SHALL BE SO MATERIALS ACCEPTABLE 1D THE SOILS ENGANEER AND SHALL BE BfROII(,FIT TO GRADE IN LEFTS NOT TO EXCEED 8 LOOSE SHALL BE 11USHED AND DISINFECTED) IN CONFORMANCE WIN TIJALA71N! VALLEY
ROUTED THAT ADJACENT PRIVATE Pffl"TY, P1.O.IC PROPERTY AND THE RECEIVNG SYSTEM! iS NOT ADVERSELY AWACTED. WASURE, ALL EIDAN/KMENTS, FIN'S AND BACKFILLS WIIFNN 3 FEET OFESTABLISHED 5,,; Alf' SHALL BE COMPACTED TO 95 WATER DISARICT(TVND) AND OREGON STATE HEALTH DEPARIk"T'S STANDARDS:
IEE CITY MAY AT ANY TME ORDER CORRECTIVE ACTION AND STOPPAGE OF WNIXFIK TO ACUDM'LI.SH EFFECTIVE DRAINAGE PERCENT OF MAXMNNI DENSITY BEL('IW THE 3 FOOT LIMIT COMPACTION SHALL BE Sj PiE?aNT= MATERIALS WiTFMV 1 FT.
CONTROL BELOW ROADBE"U SIUBGWADE OR STRUCTURE FOUNDA TION ELEVATION SHALL BE 7-fK.W MAXIMUM AND SHALL BE COMPACTED f. WATER DNF_ IE HEA IH DE SHALL CJM AND
MOTH Rf RTM EONS OF
10 95 PEI'(E�VT OF MAXIMUM DENSITY. OREGON STAFF HEAL IH D£PARiMENr AND THE DEPARTMENT OF ENNt7ONIMIENTAL
I& OREGON LAM'REQUIRES FO<LOIWNG IIID RUES ADOPTED BY 1FE OREGON UTUTY NOiFICATION CENTER SAID RkES .SRF QUALITY REGARDING THE LOCATiON AND SFPARATIOIN OF WATER AND Nz
SET FORTH N OAR 952-001--OMD TI#ROIUGH OAR 952-1701-001a DOPES OF THE RUES MAY BE OBTAINED /ROM THE a STRUCTURAL nus SHALL COMPLY WITH CHAPTER 33, SECTIONS 3309.4, 3309.$ AND 3305 OF R& UNIFORM B.'MM CODE. UVES AND SAN TAR Y SEWER LINES.
CENTER BY CALLING 503--246-1987 f YOU HAVE QUESTIONS ABOUT INE RULES, CONTACT THE CENTER. NOIE:- DAMAGE TO COISiWJCTi&4 ON EXISTING SLOPES (REAIER THAN 5:1 SHALL 9f ACH EYED BY BENCHING INTO THE EXISTING BArN AENt iD g. COA49NATM AIR RELEASE AND VACJUM VALVE SINAI! BE NSTALLED a-2
UTUiES SHALL BE CORRECTED AT THE PERMIT HOLDERS LVENSI' IV*" OF TEN FEET IF i t BENCH EXPOSITS SAND SOIL AN UNIDOWAIN ANUS BE PROVIDED LE ABK QUI AT HIGH PONIS OR WHERE GRADE OF PIPE PAISES AND LOWERS ONE
EXXON GiF 125M ALONG THE BOTTOM OF THE STARTING BENCH, THEN PLACING A SIX INCH LAYER OF 1 1/2' `'DRAIN o W
PIPE' DIAMETER OR MORE. a
11 TIE CONTRACTOR MUST VERIFY ALL EXISTIMG UTNJiIES FOR BOTH VERTICAL ELEVATION .IIID H ONZONTAL LOCATION PRiOR TO ROCK. AND FINALLY COVERING 1Hf DRAIN ROCK WIN NONWOVEN FILTER FAfiW SUCCESSIVE BENCHES MILL BE CO►iPACIED h. ALL M171R!( SCULL BE N ACCbrROANNCE WITH AWwA STAHDARbSr AND MOLL
START O' WORK (POTHOLE BEFORE OIG W IF NECESSARY. 5140" CONiFLICTS ARISE AND REDESIGN OR RELOCATION O' IN LAYERS NOT R.� EXCEED 8 MLpHEs EACH 8 INCH (.AVER SHALL BE COMNpACTED Til A MNM1MtLIMI OF 90 PERCENT I6AS1H0
FACIIUTES BE NECESSARY, IT SHALL BE DONE AT THE PONT HOLDERS EXiPETNSE CHAM7ES MUST BE APPROVED BY THE T-180 DENSITi! THE FILL SL PES SHALL NOT EXCEED 2:1 AT FlNIStED GRADE NO RO(IK OR SIMILAR MATERIAL EXCEEDING BE NAPE OP BY TVi10.
CITY N ADVANCE OF w W1( PETRFORMMAN E. CONTRACTOR SHALL COMM TE TIE WORK WIN AFFECTED I r*�,►�- ASS. A 12 INCH DIAMEIR SHALL BE ALLOWED IN THE S TRUCRIRAL Flu. i. ALL VALVE OPERATING NUTS SHAH BE NOION 36 CE FINISHED EQUAGRADE rf Q-
OTIHERMOS£ VALVE OPERATING NUT EXTENSIONS Wk.L BE REQl/NRED.
20, A TWOPARY HARD-SURFACE PATCH (COD-MIX AC OR HOT-MIX BASE PAVING) SHALL BE PLACED ON Ti+aENCHES WtIFIIV 4. UHF. GEOTEC WAL ENNLMNEER FOR STRUCIIURAL FILL &4ALL BE NrOIM 24 HOURS IN ADVANCE, BY THE CONTRACTOR, OF ) ALL SANITARY SEWER LINES WiIM 10 FEET LA TERN I.Y AND 1.5 FEET
ROAClMAYS AT THE ETD OF EACH DAYS 111147RI(. NO RENCl, ON SITE OR OFF5fT1: SHALL BE LETT AT ANY TIME IN AN STARTING 89001ORK YO DETERMME THE NEED FOR iW UNDERDRAIN LAYER ANI 70 VERIFY EXISTING CONDITIONS VERTICALLY OF A WATicR MAN SHALL MEET OREGON STATES HEA!i1
UNSAFE CONDITION. IEE' PERWT HOLDER iS RESP+OVSDt.E FO? AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM DEPARTMENTS CONSTRUCTION CTANDAROS SECP/ON is WHERE cRoss1NGs
THE PROSECUTION OF' THE IIOIK 5. ALL COMPACTIOk' SHALL M,YET THE REQIIRRE71ENT5 SET FORTH N iNE APIA STANDARD SPECIFICAT►OIVS (1990 M11H ARE NECESSARY, IFFY MUST BE AT APPROXIMATELY 90 DEGREES WIN AT
AMENDMENTS). LEAST 1.5 FEET OF SEPARATION BELOW THE WATER LINE.
21. WORK PROVI= FOR UNDER TFE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, 01TO" ETC) AS MAY BE k. ALL MAINS SHALL BE TESTED PER TVWO STANDARDS
NECESSARY; N THE CITY INSPECTORS OPINION, TO OVERCOME DETERIORATION OR DAMAGE WOO; uv"'CJIiPRED IN CONJUINCTiON
WIN RE MNraRK AUiHORIZED BY THE PERINT. CORRECTIVE WORK SHALL BE DOME AT THE PrAWT HODlE'RS' EXPENSE L PMO MILL INSTALL ALL SERVICES ON NEW MAINS m
9MRM DRMN m. CONCRETE THRUST BLOCKS CONFORMING TTI CHART -�NON1N ON ThNE' DETAIL
22- ONE AS-BUT XEROX VELLUM DRAVMG SHOMMVG ALL NEW PLk%X IMPROVEMENTS,, NCLUONING ANY NEW" MADE TO THE SHEET SHALL BE POURED AT EACH BEND, TEE. AND BLOW-OFF LOCATION.
PRREWt&Y APPROVED CONSTRUCTION PLANS AND. ALSO, ANY MIPROVE11"IS WMlCHI MAY FACT AN EXISTING PUIXIC
SYSTEM OR FACILITY, SHAM BC ITtOVDED LTJ 1W CITY BY A R£CISTERc'D CIVIL ENGINEER ALONG MIN AN �1VGINEERS 1. STORM PIPE SHALL BE PVC ASTM V-3034, ASTM C76, OR WCTI[.f IRON (SEE SECT. 1A5.10 FOR CONDITIONS.) STORM DRAIN 41 ALL PUBLIC MAINLINE PIPE SHALL BE DUCTILE IRON. CLASS 5?_,
CERTIFICATE OF INSTALLATION COPLIANCr AS ITW2P JULY 13, 199$ APPENDIX D PAGE 39 UPON ACCEPTANCE 0' LATERAL PIPE SHALL BF. NFNIlE N COLOR. SERVICE LATERALS SMALL BE 6` PVC CONFORMING T'0 ASTM D-3034. LATH MON JOINTS CERTIFICATE
AS-BMT5, A COMPULER DISC( OF AS-BLETS SMALL ALSO BE SMUTTED TO THE CITY
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2. ALL TRENCH EXCAVATION SHALL CONFORM TO APWA DIVISION IN, SECTION 301.1.01, AND SHALL BE UNCLASSIFIED. PIPE 5. HYDRANTS SHALL CONFORM TO AWMA C-.502 AND SHALL BE APPROVED
23. A SESYSTEM AIR-TEST AND (V=H.S) iV TEST REPORT AND ONE SET OF BLUELff `AS-BULTS` (OF EITHER OR BOTH THE
SEWU()ONG BY THE WATER DISiNCT I
STORM AND SANNTAR" SEWER SYSTFbs) MAY BE REOURED BY THE CITY FOR iREWEW AND APPROVAL PRIOR TO CONNECTION
aF MY BINIDIVGS TO TW SEVER S1'S1EM. 3 AIAiMAL SHALL BE IRAN CRUSHED ROC( #IH A MAXIMUM SIZE OF 3/4"-0', UNIFORMLY (TRADED FROM/ COARSE TO FlNE 6. ALL PIPE SWAL.L HAVE 36' MINIMLIV COVER MEASURED FROM f1NNSH 0
OR AS APPROVED BY AGENCY OR CITY. ((,WS STANDARDS 5.02.2. %--F DETAIL SHEET 12) GRADE ALL TEES, BENDS. ELBOWS AND t;'�1.�6N E'S IN DIRECTION O�
24. IWPEWT HOLDERS EN NEI:R/IMSPECTOR SHALL RMT DAILY INSPECTION REPORTS, ON A MEEKLY BASIS, TO mpTYS 11 1/4 OR GREATER SHALL BE SECURELY BLOCKED USING 1000 PSI
INSPECTOR t SERVICE LATERALS SHALL EXiVID A ~'M OF 10 FEET FROM THE MAN AND TO W WAW 5' FROM THE BUN_DING. THE END CONCRETE POURED AGAINST UNDISTURBED GROUNII 11S 9WNW ON THE 3
OF EACH LATERAL SHALL BE MARKET) LITH .1 2x4" PAINTED WOHITE, EX►'ETDING FROM THE INVERT TO A MIWANUM OF TNb DETAIL SHEET. Lj j
25. TFE CITY'S POTCTORS MAX AT THEIR DISOVEI Mi, REQUIRE PROVISION Of TESTS AND OR REPORTS FROM Tit PERMIT FEET ABOVE THE GROUND SURFACE, WITH IW CEPIH FiROM THE TiF OF THE 27x4" TO IFIF. INVERT NNTTENN INEREON. 7. UPON COMIPLETION OFINSTALLATIONOF 1Hf WATER Sl"51EV1, AU o
HOLDER. PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VAUDATE CLAIMS OF MATERIAL OR CONSTRUCTION LINES SHALL BE FLUSHED AND DISINFECTED IN CONFORMANCE WITH -- - - _---- - cv
ADEQUACY/C�UAN E SUCH TESiS/AR<P(NR15 SHAM BE PROWDED AT THE PERMIT HOLDERS EXPENSE 5. COMPACT" SHALL BE PER APIA DINSTON MI, SECIKLV 301.307. CONTRACTOR TO DETERMINE TYPE OF EQUIPMENT AND HEALTH DIVISM 6XI11D.NNES o 14 i
METHOD USED TO ACHIEVE Rc:QNIUNRED COMPACTII. .
26. THE PMOT HOLDER SHALL PROMDE A COPT O' A PROPERLY EXECUTED RELEASE AND WGUVER DOCUMENT TO iW CITY FOR " LL PRIVATELY MAINTAINED WATER SYSTEMS SHALL BE CONSTRUCTED TTI THE STANDARDS o
EACH c WV?SW OISTUPEIED BY CONSTRII„!KIN ACTIVITY, AS EVIDENCE OF DRSAWANCE REa(XUIION AND ONINER 6. TRENCH BAkWU OUTSIDE OF PAVED AREAS MAY BE EXCAVATED TRENCH MATERIAL CONFORMING li7 CLASS A` PER CITY AND SPECIFICATIONS OF THE 19''9 E017 M OF THE U.P.C. AS AANENDED By TINE STATE O' `%1
SATISFACTKLV. STANDARDS AND SPECIFiCAAONS COMPACT TO 95% AASHTO 799. ul
OREGON, TITLED THE 1996 OREGON PLLIMB G SPECIALTY CODE[OAR 918-701-00401(1))
27 EVS1ING MONUMENTS PROPERTY CORNEIM AND SURVEY MARKERS SHALL BE PROTECTED. REPLACI]ENT SHALL BE AT iW 7. MATERIAL IN SOFT 93015 WITHIN THE ROADWAY SHALL BE REMOVED 1i7 THE DEPTH REQUIRED TO PROVIDE A FIRM g � o
PERMT HOLDERS EXPENSE. FOUNDATION AND SHALL BE REPLACED WIH 1-1/2`-0` CRUSHED ROOK. THE ENTiRf SUBGRADE SMALL O£ THOROUGHLY 410 a-
COMPACTED TO 95X AASHTO T99.
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211 THE OMpNMCI<R SHALL NOTIFY THE W4911MGTON COUNTY SURVEYOR WENT THE INITIAL AND FINAL LET OF ASPHALT HAS BEEN a Q a w
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PLACM CONIRACTOR SHALL !NOTIFY THE ENG9N19R NNEN SUBCRADE IS CC#JftETE AND 24 HOURS PRIOR TO PLACEMENT OF ROCK
BASE MATERIAL AND 24 HOURS PRIOR TO FINAL PAVING FOR AN NSPECIM OF THE WORK. FAILURE TO DO SO MILL MAKE a'
29 ilf' PERMT HOLDER SHALL PRIMITE TO TW CITY INSPECTOR, IN WRITING, THE NAMES AND 24 HOUR EMERGENCY TELEPHONE ANY SUBGRADE FAILURE OR DRAINAGE PR09LEIWS THE RESPONSM.ITY OF THE CONTRACTOR.
MASER OF TOO (2) PERSONS MHD HAVE AUTHORITY TO RESOLVE PFROE11fV$, TAKE CORRECTIVE ACTION, AND IN GETNERAL.,
MN.L BE RESPONSIBLE IN CASE CE ANY EMERGENCY iK PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN NIN NG, 9. ASPHALT CONCrREIE' PAVEMENT MIX TO MEET THE CRITERIA SET FORiII bW THE LATEST ODOT SPEC*7CAIKW 00745, AS ' E
GE ANY ALL ASSICLNMENT CHANGES MODELER BY WASFNNGTOIN COUNTY. CIUBANTTAL OF THE DESIGN SHALL FOLLOW THE REQU100 ENTs OF INE LATEST COPY M r m
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30 TIE PERMIT HOLDER SHALL CAUSE HNS CONTRACTOR TO PROVIDE THE CITY INSPECTOR. IN WNW. THE NATE,' AND 24 HOUR w J
ENERCENCY TI1!FPHORNE 11NNNBER OF A DESIGNATED `COMPETENT PERSON' RESPONSMUE FNP CfUNS1RUCnOIV SAFETY AS PER iQ ALL MAN STORM SE�IEIP AND C.B. RUNS SHALL BE 1HORt)l/(21LY CXEANED, MAHIDRELED N" RVG, AND VIDEO TAPED FOR N a
AP. 4 7 CONSTRUCTION, SLID-DIVISION P- CAVA NOTIFY IW CITY ACCEPTANCE, PER Rd0 00-OZ K a o
OR-OSHA, CH 3 , DIV. 3 CON EX 110NS lHE CONTRACTOR SHALL
INSPECTOR OF ANY/Au ASNT CHANGES
11. Ct>AEACITON FOR RQADM►Ar EMDMIKAENT AND ROADWAY SUBGIPADE SMALL COMPLY Mf1H APIA 204.x09 . THE MAXIMUM c;
31. IT IS THE W RESPONSIBNJTY OF THE PETRUT FOLDER TO PROVIDE FOR PROPER RIGHT-orEMMY AAD/0R EASEA IsPRIOR TO STARTING ORT. DENSITY Of CO�ACiED MATERIALS SHALL BE OElERM1HIE0 BY AASHTO 1N99 OR 1y80.
CITY THE N SHALLIIURfINK N0 BE CONSTRUED TONBE LIABLY OR E F EASEMENTSMY EXECUTED TO THE ui N
THE PERMIT FAILURE TO PROVIDE 11 USE 4,000 PSy CWXIE FOR ALL SAXWALM CURBS AHD DRIVE'IN YS PER CITY O' TOM EIN(M�IEERMNG STA DARDS. -Tb
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FOR PROOF OF RiGHT-OF-ENTRY OR EAS£AENTS. o
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32. BEFORE PLACEMENT OF TFE FINAL LIFT Of ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND NAVE THE CITU' COMPLETE A
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PRE-ACCEPTANCE VIDEO INSPECTION O' ALL NEW SEWER LiNES. THE PERMIT HOLDER SHALL PROVIDE 1HE CITY WIH 30 N0. 20Z-001 �
DAYS NOTICE OF THEE VDEO INSIPECTION. ANY SHALL BE REPAIRED BEFORE PLA4ENNT O" FINAL LIT. DR TYPE BML-�MO n
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3.) SIM S11lICT111E TO BE "A fACRI ED OF 4- SIM PLATE. 7
4 4.) STORMiLIM RELIVES !-Y OF DROP FIITtIt OU TO OUTLET. 04LT(IF APPLICABLE) AND
All OUTLET PIING TO BE 9WXIM BY DIGMJt AND PAOYMO BY CONMACTOR.
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MAN10UNCE QJUUIIES FOA DETAILS.
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NOTE: NOTES:
1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. �'�
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2. JOINTS TO BE TACK AND SANDED. avokuiW NW
3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. 6 -- r �►Af ir' MBR/ Qr/MI AOIt•
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anwT1s111� � ""'°'1e m BACKFILL 80 SEDIMENT FENCE DetcA Draw" 4•-16 COMsMOON ENTRANCE - DB1ai OnWAS 4-9WNW
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EXISTING DRIVEWAY - ZO R
N MATCH WIDTH R GRADE C
_6 71 5 W ,
R/W LINE SEE NOTE 3 Ld
3/4" R 6: EDGE DRAINAGE BLOCKOLIT CURB JOINT _
3" I.D. PLASTIC S MIN - SEE NOTE S NOW f-
. 1" 6 PIPE W/COUPu"c 5' MIN 2X SEE NOTE 4 SIOFWALK
DRAINAGE 9LOCKOUT i" BATTER -
�. :_• 3" I.D. PLASTIC .. ,,. -� -
PIPE W/COUPIJNG ROAD '" 6 1 R •• ,.,; SEE 3
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• �'• . � NOTE 3 LANDSCAPE
• ', 16" • • 12" mr!2. OF 3/4--D" BASEROq( S1RIP SEE `TOTE 2 STRIP W
e 6- � /- Q
;Poe•�e• • •': '. _L ' •• •.MAX. COMPACTED SUBGRADE
400 0 0 . • BASE COURSE-� •. A N
0 0 00 �---- 24`--' SIDEWALK ADJACENT TO CURB 3, -__30 MAX 3` Z
4 0%0 4 .. •. 10' MIN
5' MIN. - Row PJ,pN
9- 1. FOR USE ALONG MEDIANS. GU1,'ERS MAY BE REDUCED WITH PRIOR b" ttiv �WE t LN
APPROVAL FROM THE CITY ENGINEER. B
�- - 3/4" PROJECTED TOP6w
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2. CONCRETE TO HAVE A WAXING STRENGTH OF 3000 P.S.I. AFTER 20 DAYS. ROAD OF CURB
3. EXPANSION JOINTS: 10
A. TO BE PROVIDED: 2. OF 3/4--0• BASEROCK STREET
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NOTES: 1) AT EACH POINT OF TANGENCY OF ME CURB.
2 AT EACH COLD JOINT. COMPACTED SUBGRAOE vo Q Q .= w 0i
I. TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TAN(ENCY 3 AT EACH SIDE OF INLET STRUCTURES. oboo `o4D 6" X 6" 10 GA MESH O T7 Of Lxi
OF THE CURB /I AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPA(TNG 4) AT EACH END OF DRIVEWAYS. SIDEWALK AWAY FROM CURB oe•08o SE NOTE NO. 4 I
TO A MAXIMUM OF 20 FT. 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. NOTES:
B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED. NON EXTRUDING, 2' OF AGGREGATE 3
2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAE WITH A THICKNESS OF 1/2 INCH. SECTION A-A (3/4'-0-) COMPACTED
WITH A MINUMUM THICKNESS OF 1/2". 1. OF ,CRE TO
flE 3000 P.S.I. AFTER 2B DAYS, b SACT( MIX, SLUMP RANGE
3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART In
4. CONTRACTION JOINTS: I Ts, O ~
WITH A DEPTH OF AT I EAST ONE FOURTH OF THE CROSS SECTIONAL AREA. A. SPACING TO BE NOT MORE THAN 15 FEET. 2. PANELS TO BE 5 FEET LONG. �� p m ,G,,' 2 � O
B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. � 1. CONCRETE COMPRESSIVE STRENGTH S?IALL BE A MINl1LAl1M OF 3300 PSI AFTER 2B DAYS. 5 � L5 �
4. CONCRETE BMWING STRENGTH TO BE 3000 PSI AFTER 26 DAYS. 3. EXPANSION VAULTS.
W EE BE PLACED S, SIDES OF Tlw.:%:OT O EXCEED 4 GA
UTILITY VAULTS, WHEELCHAIR RAMPS, Ae ,;T :,r ACING NOT TO EXCEED 45 FEET. Z
5. BASE ROCK 2--0 OR 3/4"-0, 95X COMPACTION. BASE ROC( SHALL BE TO 2, CURB JOINT SHALL BE TROWELETI WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. Lia, Of W c Q
5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHIrHEVER IS GREATER. 4. FOR SIDEWALK ADJACENT TO THE CUA AND POURED AT TNS SAME TIME AS THE
AND MAX. OF 3 FEET FROM PROPERTY LINES. a a N
6. DRAINAGE BIOCKOUT - 3- DIAMETER PLASTIC PIPE: CURB, THE JOINT BE'WEEN THEM aHALL [iE A TROWELED JCk�T W1114 A MTA. 1/2` RAQIUS. 3. EXPANSION 6t CONTRACTION JOINTS SHALL BE 1/2" PREIIOLDED ASPHALT IMPREGNATED cV
MATERIAL OR EQUAL EXTENON4G FROM SUBGRADE TO FINISH GRADE•
V
A. 3" I.D. PLASTIC PIPE WITH COUPLING. S. SDEWAIX SHALL HAVE A MINIMUM THICKNESS OF 6 INCI4ES IF MOUNTABLE
B. DRAINAl7F ACCESS THROUCk1 EXISTING fTJRAS SHALL BE CORE DRILLED f1R CURB CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF OMVEWAY. 4. 6` X 6- 10 GA MESH REOUIRED FOR COMMERCIAL DRIVEWAYS ONLY.
OTHERWISE SIDEWALK SMALL HAVE A MINIMUM THICKNESS OF 4 INCHES. F-
SAW CUT VERTICALLY 18- EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB A
C. DRAINACf: ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BAC( OF SIDEWALK WITH 3" DIAMETER w I `, O ^ '
AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. PLASTIC PIPE AT 2X SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. Z
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