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6800-7200 SW HAMPTON STREET ViATER ' NIETZ13ER t SaWo HAMPTON STREET WA 4 ._ /.. r� PORTL kND ORE13 () N i TE PIPELINE LEGEND PROPOSED PIPELINE WITH STATIONING IN 100's OF FEET PROPOSED VALVE WITH VALVE BOX PROPOSED FIRE HYDRANT - �--- - _ - - EDGE OF EXISTING AC PAVEMENT INDEX TO DRAWINgS __-- --8" W--~— -----� EXISTING WATERLINE WITH SIZE, TYPE, VALVE AND FIRE HYDRA,;T ''�--- EXISTING GAS PIPELINE - --. T— � --�- ------� EXISTING TELEPHONE CABLE WITH MANHOLE - SH No. TITLE __-—� EXISTING POWER CABLE s 1 VICINITY APAP, INDEX TO DRAWINGS, LEGEND , spPREVIATIONS, AND GENERAL NOTES - EXISTING SANI'PARY SEWER WITH MANHOLE �" �__- - - -- --- -- - -- RIGHT-OF-WAY LINE 2 PIPELINE PLAN AND PROFILE STA 0 + 16 TO 8 + 00 _ DITCH 3 PIPELINE PLAN AND PROFILE STA 8 + 00 TO 12 + 13 cMp CULVERT WITH SIZE AND TYPE UTILITY POLE WITH GUY ANCHOR TREE TO SEATTLE CLASS OF BACKFILL 110 T ro�V C UVEB ORTH PLAINS FALe —' PIPE TO BE LAID TO SLOPE NOT LESS THAN �S� � ,��` LAMA N 500 FEET `'~�--- GENERAL NQTES 1 FOOT I >~? C\`-�-�, �--` _ FOREST \ ROVE ILLSBORO TROUTDALE 1. ALL PIPING SHALL BE THRUST BLOCKED. SEE 7. PLAN AND PROFILE SHEETS 4RE PROVIDED FOR CORNELIUS TO FIRE HYDRANT (SHOWN ON PROFILE) THE DAL LIS THE STANDARD DETAIL. GENERAL GUIDANCE ONLY. DISTORTION DOES V To - - -' 2. BEFORE DIGGING FOR PIPELINES, VERIFY ALL NOT PERMIT ACCURATE SCALING BETWEEN PLAN UTILITY LOCATIONS AND CALL EACH UTI .:TY TO AND PROFILE STATIONING. _ �i��.. � � NOTIFY UTILITIES OF WORK IN THE AREA. THEY S. PIPELINE GRADIENTS SHALL BE NO FLATTER THAN VALVE AND VALVE BOX (SHOWN ON PROFILE) PLEASANT WILL FIELD LOCATE THEIR BURIED LINES. SEE 1 IN 500. GRADIENTS SHOWN AS 1 IN 500 ON THE W KIE H ME GENERAL. REQUIREMENTS. PROFILE OF PLAN AND PROFILE SHEETS ARE FOR m t14Z471 LAK ,, 3. NO ASSURANCE IS GIVEN THAT THE INDICATED GUIDANCE ONLY. IT SHALL BE THE CONTRACTORS '�' OSWE "t POSITION OF ANY EXISTING UTILITY IS CORRECT RESPONSIBILITY TO INSTALL THE PIPELINE SO SCROLL ct OR THAT THE INFORMATION, IS COMPLETE. ALL THAT MINIMUM COVER AND MINIMUM GRADIENT N R/vFq c� 0 LOCATIONS OF EXISTING UTILITIES SHAWN ARE CRITERIA ARE OBSERVED. ALL WATER PIPELINES • io METZER WATER DISTRICT �;. AIWA (� APPROXIMATE AND IT SHALL BE THE CONTR•AC SHALL HAVE CONTINUOUS RISE OR FALL TO A,B B R E v IA O HI S �"I REGON CITY TORS RESPONSIBILITY TO VERIFY THE TRUE AND EXISTING PIPELINES AS SHOWN ON THE PROFILE. PROJECT LOCATION CORRECT LOCATION SO AS TO AVOID DAMAGE OR 9, ALL WATER PIPELINES SHALL BE PRESSURE NEWBERC m tt� 0- DISTURBANCE. SEE GENERAL REQUIREMENTS. TESTED AND STERILIZED IN ACCORDANCE WITH BFV BUTTERFLY VALVE LT LEFT WILSONVILLE ESTACADA 4. EXISTING PIPELINE INVERTS SHOWN ON THE PRO- THE SPECIFICATIONS. ALL PRESSURE TESTING CI CAST IRON !/`� �T E E ^' FILE OF THE PLAN AND PROFILE SHEETS ARE SHALL BE DONE IN THE PRESENCE OF THE MJ MECHANICAL JOINT \ APPROXIMATE. THE CONTRACTOR SHALL VERIFY ENGINEER. PIPELINE STERILIZATION SHALL CMP CORRUGATED NE1AL PIPE NTS NOT 'f0 SCALE ( `y�< < A � �c �� ANSY �-/� �(� THE CORRECT INVERT IN THE FIELD. OCCUR PRIOR TO PLACIM3 IN SERVICE. CONC CONCRETE RT RIGHT �� Q �,��' � 5. IN GENERAL, EXISTING PIPELINES AND FACILITIES 10. CONTRACTOR SHALL PROVIDE TEMPORARY PLUGS, MECH CPLG MECHANICAL COUPLING STA STATION NOTED AS "EXISTING" ARE SHOWN IN LIGHT LINE BLOW-OFF ,ASSEMBLIES, AND TAPS FOR PRESSURE �o SCALE IN MILE ., a V .� .y WEIGHTS. NEW PIPELINES AND FACILITIES ARE TESTING AND STERILIZATION. DI DUCTI� ` IRON SH SHEET ,,,�, -�AN SHOWN IN HEAVY LINE WEIGHTS. �.8��y . �,,� � _ o •d 11. THE TESTING GFiOUNDLINE ELEVATION SHOWN FHY FIRE HYDRANT TB THRUST BLOCK A13 �. ALL WATER PIPELINES `HALL BE LAID TO MAIN- ON THE PROFILE OF THE PLAN AND PROFILE SH FLG FLANGED VB VALVE BOX -siva TAIN A MINIMUM COVER' OF 48 INCHES BELOW SHEETS IS. ��'.1+" "� `�� a svo ^Iv:rins.v'� •^^ •N THE GROUND ELEVATION OF THE GT GATE VALVE W WATER -F �" �'�'�p �� v s n FINISH GRADE, EXCEPT WHERE SPECIFICALLY CENTER OF THE STREET, EXCEPT WHERE SPECT- INVT INVERT ELEVATION WI WITH V a SHOWN ON THE DRAWINGS. WHERE UTILITY CON- FICALLY CALLED OUT ON THE DRAWINGS. "�'�LI��l -1vt1�N�o FLICTS OCCUR THE PIPELINES SHALL BE LOWERED VICINITY M _. '''a 12. LOCATION OF PIPE FIRE HYDRANTS, LATERALS, f a" -'� n t:;�.Wr.� aavoli TO CLEAR. MINIMUM CLEARANCE BETWEEN WATER ETC., ARE APPROXIMATE ONLY. THE ENGINEER �p �:av �110 IPELINES AND STORM AND SANITARY SEWERS WILL MAKE FINAL FIELD DETERMINATIONS. .................... HALL BE 12 INCHES UNLESS SHOWN OTHERWISE. rFl klNnoo alnenci SNIIId 3S3H1 30 -lVA08&V 0 l yid c�.�JQN3 39 LsnN S30V DES. JrM SHEET 1 so ) °R VA ' - METZGER WATER DISTRICT 3 �I� CT OF ■�I HILL CHK. PORTLAND, OREGON _ 4 DATE MARCH 1981 APPD. NO. DATE REVISION t3Y gppp• r'' �,,,PNO. P 13901.A1 cNkw j`7.,.-AIIIIIIIIIIIIIIIII —t' • PREUMNIUM 1 y I I� 111 111 III 111 ,II 111 II l It 1+1 '111 III 111 111 (r)fi II I�1�l11 III III III III III 1 i I I I I ( I I I I I I I I I i I I I I I I ( 1 � � , . ,++'�'� ' - I I ( I I I I I I I I I I I I I I I � i I I I I I I I ( I I I I 111111111 III I I I I I I I I I I I I 1111111 III Illt lIr 1 1 1 III III I I I 111 11111 ! s,: W NOTE: IF THIS MICROFILMED �- ( -- 2•- 3 4 5 6 7 � 19 9 i 0 I I 12 DRAWING IS LESS CLEAR THAN A THIS NOTICE;- 'IT 1S DUE TO THE QUALITY OF THE ORIGINAL ^ DRAWING, pE 62 82 LZ 92 S2 bZ EZ zZ IZ 02 61 RI LI 91 91 1pI EI 21 11 01 6 9 L 9 s b E 2 1 a0"aiw �1111111111111111111111111111111111111111111�11111111t11i1111111111111u1111u11u1�1l1111 HIII1111111NIIIIII 1111111,11fill 11111111111111111106� 111111111IIIIIIII III Ind 11Il)IIIIInIIIInII1111h1illl�lllfII111111111111,n111nIIluII1wIN0ln1l)I�llluuUlrlllrul�lllllullll�lllt) MARCH 30 19 92 .i i LU l z VV METzC:7EK-) f ,�rTon4 W -(p" V`✓(A.4�TZ�� 1 Z S.W. 'LOTH AVENUE � H � =-- — ti CUA /�'„CI�c�C 14A041tV _ GOnJG a 4. 0 --A8"CMS /c'/F'� ! ; /�� S.W. HAMPTON STREET All^ I * -- �- -- - - - - - _ _-� ------- - ---+ -------- -� ZZ t5L. VA TION -T 4 <pE TE 74 5 --- - --- ------ - / 12” W, RT 12' ofOAJi,Jn�Y rCD E:x Z w w - lZ ?� 7L.lICN�I.7 rX� C w I _ l Z V J 90° Ivr.�(Tu,�nl�b a �' -- -- --- --- / C /U 12 W, RT 40' QQ STA --- i 2"W(T/G-Af - ) I l2"�jFV �. 1/ALG7" �lp� JG�INT5 AS )tp�,.Q it TD IVLd+I NT,q/l`1 � -NEW /Z ii wSTA_O tico /e_ T /Z'- - 'c n - �,�a/N1FL_ln/� �L.IC--�IVlIiJ�NT Go�./NFGT r 0 �X�7' Z" lt5f V W/vo SIeE; /A L. 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J RIM SHEET 2 CI )M DR. no - METZGER WATER DISTRICT OF — 3+ 3T OPN PERMIT NO. 143-81 �' CHK. PORTLAND, OREGON DATE MARCH 1981 2 OF APPD. NO. DATE - RIEVIStt�M ---- BY APPD. NO. P 13901.A1 DWS. PRELIMINARY room '' ; �' I � 11i1'iili�i ,ilt' Rll � rlirrlllrlrfr�'fli �- �" �' • � ( I ( III ( I I I I I I i l 1 1 1 � 1 1 1 l 1 1 _I I I � I 1 1 1 �Il�lll�irlllll.l'�I�I�IITI'Illlllllllll�llllllllllllllllr�lllllllllllllll�lllllllllllll�l•I�1111t�III�IIIIlIl1111�►I11fllll � � -, � , NOTE: IF THIS MICROFILMED ►--��+ ( 2 3 4 r 5 6 7 8 9 l 0 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE;-IT IS DUE TO ff QUALITY OF THE ORIGINAL DRAWING. - ---- - -- --- --- - - --- -- - �� _�� OE 62 9Z, LZ 9Z w fpz EZ up It OZ 61 81 v 91 sl fl E I 7.1 11 01 6 9 L 9 S b E 2 I"•'�" M111111111111,111LIIIIlLllnllllulllll{�InllurllrrNlrrlllnul��l�llu,L.,�IaulNi►Anlrlrrnitlltlrn1111n1n++lelnlrn11rn11uu{11u 1?,►Irtil�ulllrinlrltlluu�lntlun�ullfnll�lutllu►�tl�lunlllulnnlllulmlluultw u�lullilu�w11�1��►rAlllul�lwlml MARCH 30 19 '92 r CITY OF TIGARD—12420 S.W.MAIN—TIGARD,OREGON 97223 _ RECEIPT _ n r DATE: �1.----AMOUNT. S_ - L(i 71 � � � NAME: _ < ^V ��2 ^ -- CASH: ADDRESS' ✓S w a t; �- � � R �` �_ CHECK: ' -......1.7 , 2'_5 _ --- M.O.: + OF FOR: _ ACCT. 0 PERMITS SURCNAROE AMOUNT SEWER BILLINGS 40-364 S BUSINESS LICENSE 05-331 F..UMBING PERMIT 05-332 WCHANICAL PERMIT 05-332 BUILDING PERMIT 05-333 SEWER CONNECTION 40-363 SEWER INSPECTION 40-365 SYSTEM DEV. CHARGE 25-366 PARK DEV. CHARGE *1 30-367 PARK DEV. CHARGE #2 30-368 ZONING ADJUSTMENTS 05-362 _ TOTALS $ (0 U_3 RECEIVED BY: + — PERMIT NUM/ERS ASSIGNED: —� �v-- Number Amount Numbor Amount Number Amount i /� --ount S F' S - 5--- -- -- S RECEIPT / O 7 C 0 1 i O 1 U l► i 9 7 APPLICATION -- STREE7 IMPROVEMENT/EXCAVATION ,COPY TO: ORDINANCE NO. 74-14 (WLUE) -IHITE- FILE -BENSP. (INSTRUCTIONS ON SEPARATE SHEET) (YLLOWI -OTHER AGENCY M -PINK) ,APPLIC I.NT APPROVED % APPLICATION NO.: 145 N:1T APPROVED (_1 CITY OF TIGARD, OREGON FEE AMT.: s—__ I�710.03 1'INDING FEE. PMT. LI CITY HALL RECEI S 774.10 _ PI-LADING SECURITY ❑ PUBLIC WORKS DEPARTMENT BY _ _ UATE—� / ''�' /� PENDING AGENCY ''OK'' [� Application and Progress Record — — _ — — — _ — MAINTENANCE BOLD-it PENDING INFORMATION D FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED ANNUAL PENDING VARIANCE ❑ EXPIRATION DATE: HERMIT NO >1. __ DATE ISSUED: � �_4[ _ BY: (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL -_A d"mL'St i c rwatur (Ain) _ line & appurtances AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT METZGER WATER DISTRICT _ h5U151J '1',iyLars Ferry RoadL -'ort. 97223 245-3331 A ADDRESS CITEU NON CONTRACTOR _ 'n I NA • DDRESS ITV PHONE PLANS BY CH9M Hill Northwest, Inc.. ULA SW Market Street Portland 224-9190 (Robert F E ) ADDRES'S_ CITY PHON u �er ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S 35,501 .85 —_ - DOLLARS (2) EXCAVATION DATA: Fro"OFF - --LIMIN:— — o oz X $�`SE,� 1 •85 _ s-710.03---,-� STREET _ — DESCRIPTION PROGRESS & INSPECTION_ STATUS_ NAME SURFACE CUT CUT CUT MATERIAL INSTALLED TYPE LENGTH WIDTH DEPTH ITE161 A QUANTITY ITEM DATE REMARKS/TYPE BY STREET - ---- - -- _ N - -- NOTE AT ACHf U 11I. PIS & SI l.0 I I I(; 0 i I)`�:� I TPriN -�-- E -- -- ---- -- _ QJ ESTIMATED STREET OPENING DATE -_ - P llkll�lll- / R - �— - E,TIM A'TED STIIEET CLOSING DATE: — - / / T -- - E - - _ D fl) SECURITY NO. 7 u` 35,501.85 STREET - SECURITYAMT.: : CLOSED SURETY CO.. .Lff FINAL CERTIFIED CHECK ❑ CASH ❑ BOND rNg _ (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL ROVISIONS/CONDITIONS: FEATURES: EXCAVATION LOCATION AND EXTENT. fic control to be the ctors response t ity.works hall conform to the I 1 1 I 1 Ipianq & spec ica ron o tMe ( I - city s regulations. cuR91� 3) Work schedule shall be co— Q) — or �l conftlict0. wi_flit�ipendin n vo • street improvement project 01 lerea ong. I See attached I I I I plan/specs I I (5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE nF OREGON, THE APPLICANT AGREES TO DEPOSIT THE RFOUIRED SECURIIIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK. AND rO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMA,'F WHICH MAY RESUL7 FRO," A'P'PLICANT, ACTION, Jesse L. Lowman, Man ger APPLICANTS SIGNATURE 0-a-cKr,.t DATE Tr N �� CIiYOFfl MOON Lk 245 3331 ,� . 6 W.MIN r a Wa mvi no��o.o�[aow arm n 6,W'171 ._ 't i i I JA/ %SCK To Tffr M I April 30, 19£11 Hetzler Water District 6501 SW 'Taylors Ferry Road PortlanO, OR 97223 PRI Proposed ,nater 'Iain - 4ampton `;greet Attn t Jesse 0. Lowman Uear Mr. Lowman: Enclose-1 nlea3e find ra trek-t Unenin;, Permit ApTAication (form- for said project. Please Aif7n And date the form, returning it intact to this office alonf; with the stipulated permit fee $710.03 and performance security fee, '145,501.85 . The City approved construction plan and permit will thence he issued. Yours truly, ,John S. Hagman Supt. Pngr. Division JStt Ipjr i,nclosure cc. C1I214 Hill Northwest Inc. 2 nd floor Portland, OR 97201 Attnt Robert Culler rCH1� From: IIHILL I A/, /W91:�t'c7" r To:._C/.7�1'�_-D_F //&,4)W/uB firms Our Project No.l�� ,��•1Q�, 3327 _ IF MATERIAL RECEIVED IS NOT AS LISTED, PLEASE NOTIFY US AT ONCE AP Attn:, WE ARE SENDING YOU CfTr QF ❑ ATTACHED p UNDER SEPARATE COVER VIA �D ❑ SHOP DRAWINGS p TRACINGS ❑"" PRINTS p CATALOGS i�DOCUMENTS ❑ COPY OF LETTER p SPECIFICATIONS COPIES DATE �--�` ITEM REMARKS 7&-4�-- /c-cwir 7 /rznfuAe'E � Yvuif' ,4 s s -sem 4 - - --------- FORM B COPY TO REV 3/77 MIN on . its�?! �."�aa aaat� �. . � ��ii_ra� ., ,�wr,._. r'��ia was _IIIawPC a.i�=i�iM w�iww °w �"iwwc. wwr� wiiaii==stir's 111 MOM IM on",: O. a aam a= sz z a a= Sa s ::a:CC �G111M P) OR MIN w w . wwww =H mean MEs ane ::=s a cwTiw aww • www- 1 iiw iwwwINS C al�iwwa _ a�11 a a �$�aaiwi a�IMMOM �iaa=eases a as wwn w ww w a iS Ca • . . � - aia w •,3a��'i:aiaw. ;, awwa MMMM s -a : �'E=�a ' � ; ,_�,_._ � • :� �� as • � �a -aha as =aaa .. -- -aaai � wwwaw w a. __dor C'Fazes'r}i1'i'�.'i-w�"2i'aa'fiil �C'[�1'a'�■'r�ii a1-�iaaii� a �■'i , 1 � as • as ' ' E?' a: =aaa ' � �: 1 :1 a.�a�= aaaa yaa sass Sa% % _ ae ,= �iw ROMEC.a�aaaaa aaaaaaaaa �3� a as waaa + M a = _ - a.aaa .a • • w a ' aaa . aaa ■aw aaaaaaaamo w • ._' a� a�aaa ■ ■.■ wwwwwCa"a:aa w1�- ' 'wa atria www ' .......aha ' • 1 \ CONTRACT DOCUMENTS FOR THE CONSTRUCTION OF S.W. HAMPTON ST. WATER PIPELINE ALL SPACES MIDST BE ENOORSED PRIC?R TO .okPPRUVAL OF THESE PL.AoS M _ DATE_. -_ PUBLIC WORKS QEPT- :y__.... - w Y - DN16 �-T ^f q ft-ANNING DEPT. �r q �' t BUILDING DEPT. Dom- _ r..._ DATE TIGARbATE U WAtER UiLl'. OV� - _ O!!Ni.RAL TELEPHONE BY- _ - Da' ��/• "glop. eY - — N W, NATUr1AL GAS F. G. F •Y_ - DL 1[..Z_ .7 F/ DATE.-_.*_ 10 .a slum A.1— %_ ro METZGER WATER DISTRICT PORTLAND, OREGON I or information regarding this project contact: CH2 A ROBERT L. FULLER :.r HILL APRIL 1981 f224-91 90 ^� - ADDENDUM NO. 1 Date: April 9 , 1981 CHzR1 TO THE CONTRACT DOCUMENTS Project No. P13901 .AO =FIILL FOR THE CONSTRUCTION OF S .W. HAMPTON STREET WATER PIPELINE METZGER WATER DISTRICT, PORTLAND, OREGON To All Planholders: The following changes, additions , and/or deletions are hereby made a part of the Contract Documents for the Con- struction of S.W. Hampton Street Water Pipeline, Metzger Water District, i-uitl.::nd, Oregon, dated April 1981 , as fully and completely as if the same were fully set forth therein : 1 . Bidding Requirements A. Proposal , page 4 , under Section 15003 , Ductile- Iron Pipe and Cast Iron Fittings, delete, "imported Granular Material for the Pipe Zone" in i :.s entirety. 2 . Specifications A. Section 02616 , Surface Restoration, C. Workmanship, page 2 , Construction Procedure. In the first sentence of the first paragraph delete the words " . . . the classes of backfill and. . . . " B. Section 15003 , Ductile Iron Pipe and Cast Iron Fittings, B. Materials, page 2, delete the entire paragraph entitled, "Selected Trench Excavated Material for Pipe Base and Pipe Zone. " C . Section 15003 , Ductile Iron Pipe and Cast Iron Fittings, C . Workmanship, page 2. Delete the entire paragraph entitled, "Selected Trench Excavated Material for Pipe Base and Pipe Zone. " D. Section 15003 , Ductile Iron Pipe and Cast Iron Fittings, C. Workmanship, page 7 . Delete the paragraphs entitled, "Selected Trench Excavated Material" and "Imported Granular Material" and insert the following: Imported Granular Material for Pipe Zone and Trench Backfill lmrort and place imported granular pipe zone and backfill. as hereinbefore specified. After the r pipe is in place and ready for backfilling, place the imported granular material at approximately the same rate on each side of the pipe such that ADDENDUM NO. 1 Page 2 the elevation of the backfill on each side of the pipe is approximately equal at all times. Compact the backfill by tamping to 95 percent of maximum density as determined by AASHTO T99 , Method A in 6-inch lifts to the horizontal centerline of the pipe. Particular attention shall be given to the backfilling and tamping procedures to ensure that no unfilled or uncompacted areas occur beneath the pipe. Imported granular material for the remainder of the pipe zone and trench backfill shall be compacted to at least 95 percent of its maximum density as determined by AASHTO T99 , Method A. E. Section 15003, Ductile iron Pipe and Cast Iron Fittings, D. Payment, page 11 , Pipe. Revise the first sentence to read : Payment for the ductile iron pipe and imported granular material for pipe zone will be made at the unit price per linear foot of ductile iron pipe as stated .in the Proposal . F. Section 15003 , Ductile Iron Pipe and Cast Iron Fittings, D. Payment, page 12 , delete the entire paragraph entitled, "Imported Granular Material for Pipe Zone. " G. Section 15003 , Ductile Iron Pipe and Cast Iron Fittings, D. Payment, page 12, Special Connections . a . Change the first sentene- of the second paragraph to read, "The cast for special connections should include only extra trench excavation and backfill , asphalt concrete pavement replacement, asphalt cold mix, labor, and Contractor' s equipment costs f'tr attaching the proposed waterlines to the existing system. " b. In the next to last line, change " . . .to existing 12-inch waterline. " to " . . . to existing 8-inch waterline. " C. To the last line, add "and the relocated existing hydrant. " ADDENDUM NO. 1 Page 3 H. Section 15150, Fire Hydrants, B. Materials, Low Pressure Hydrants, page 1 . In the first sentence, delete "4-1/2-inch or. " All bidders shall acknowledge receipt and acceptance of this Addendum No. 1 by signing in the space provided below and submitting the signed addendum with the bid package. Bids submitted without this signed addendum will be considered informal . Very truly yours, CH2M HILL, NORTHWEST, INC. Robert L. Fuller RLF:dgm: 0905A Receipt acknowledged and conditions agreed to this — day of 1981 . Bidder By METZGER WATEP DISTRICT POPTLAND, UREGUN cowrRACT nur.UMF;NTS for the construction of the S.W . HAMPTON 5TREF,T WArEP PIPELINE CONSTSTING OF: BIDDING RE.OUIRE;ME;1irS CONrNACT FOPMS CoNnITIONS (IF THE C(INTRACT SP CIF'TCATIONS PHAWTN(;S CH2M HILI, rmRTHWE:STs INC . Portland, )reQon Arr i l 1 '481 Protect No. 1,; I901 .Af) Copy No. . . . . . . . . . . CONTENTS Pa4es PART 1 - HIDDING PFUUIREMFNTS INVITATIGN Tn HID (PR) 1- 2 *INSTRUCTIONS TO BIDDERS (OR) 1 - 7 PROPOSAI, WR)) 1- 8 *RID RUND (OP ) 1- 2 *PRF VAILING WAGE RATE'S (UR) 1-15 *PUBLIC 'WORKS CONTRACTOR WAGE. CFRTIFICATION FOPM 1- 2 PART 2 - CONTRACT FORMS .-.-w--- ----- CONTRACT (CSR) 1- 2 *PERFORMANCE AND PAYMENT BONI) (OR) 1- 2 PART 3 - CONDTTTONS OF THF CnNTRACT -------- -- --- -------- *GENE.RAL CONDITIONS (OR) 1-32 SUPPLEMENTARY CONDITIONS 1. 3 PART 4 - SPE:CIFICAT11INS *Abbreviations 1- 2 DIVISION 1 - GF.NF'PAL PE.UIJIPfMFNTS 0I001 General Ppiuirements 1 -12 DIVISION 2 - SITE WUPK (12221 Trench Excavation and bacKfill 1- 6 02616 Surface Pestoration I - 6 DiVISInWS 3 THROUGH 14 - NoT USF:f) DIVISION 15 - MECHANICAL. lSoU3 Ductile Iron Pipe and Cast Iror, Fittings 1-12 15150 Fire Hydrants 1- 3 15160 Gate ani Rutterfly Valves 1- 3 DIVISION 16 - NOT 11SED PART 5 - DRAWINGS Sheets 1 to 3 Standard Details : Fire Hydrant , Fire Hydrant Connection , Thrust Blocking Details , and Thrust Blocking Tables *Preprinted. P13901 .AO Contents 1 PART 1 BIDDING REQUIREMENTS INVITATION TO HID Sealed Proposals for the construction of S.W . HE,1'1T)ton Street water Pipeline, addressed to the Metzger Water District, will be received at the office of the Metzger water District, 6501 S.W. Taylors Ferry Road, Portland, Oregon 97223, until 2:00 p .m. local tinte, on the 22nd day of April 1981 , and then will be publicly opened and read. The work contemplated consists of furnishing and installing approxinately 1 , 2U0 linear feet cf 12-inch ductile iron water pipe and appurtenances . Drawings and Specifications may be examined in the office of the Net7l7er Water District or at the office of the Fnqlneer , C112M 11T1,L NnRTHwF,ST, Inc. , 200 S.W. Market Street , 12th Floor , Portland, Oregon 97201 . A copy of the Documents may be obtained at the Fngl►►e2r 's office upon payment of $15 for each Document . Return of the Documents Is not required, and the amount paid for th.e Documents is nonrefundable . The following plan room services 'gave obtained copies of the Contract Documents for the work contemplate+ herein: Construction oata Plan Center Northwest Plan Center P.O. Fox 5005 500 NF 11ultnomah Portldnd, OR 97206 Portland, nig 47231 Construction Data and hews Plan Center 925 Nw 12th Portland, UP 97232 No Proposal will be received or considered by the letzier water tj trict or any officer of the Metzger Water District unless the Proposal dl contains , or is accompanied by, a statement by the Hidder as a par , of his Proposal that the provisions required by OPS 279. 350 pertaining to prevailing wages stall be included in his Contract . Fach Proposal must be submitted on the prescribed fora, and accompanied t,y a certified checK or bid bond executed on the prescribed form, nayat,le to the Metzger Water District , Portland, Oregon, in an amount not less than to percent of the amount biri. The successful Bidder will be required to furnish the necessary additional bond(s ) for the faithful performance of the Contract , as presCrlhed in the Contract Documents . Before a contract will be awardeh for the work contemplated riereln, the Owner will conduct such investigation as is necessary to determine the Performance record and ability of the apparent low Bidder to perform the size and type of work specified under this Contract . ;1pon request , the Bidder shall submit such information as deemerl necessary by the Owner to evaluate the Bidder 's Oualificdtions . P139UI .AU Tnvitation to Hid 1 The rirtht + s reserved to reject all proposals or any proposal rot conforming to the intent and purpose of the Contract Documents, ana to postpone the award of the Contract for a period of time which, however , shall not extend t.eyond 45 days from the Did opealno date. olted this 6th daY of April 1981 . METZGER WATER DISTHICT PORTLAND, OREGON Jesse Us Lowman, Manaqer P13901 .AO Invitation to dil 2 Pev . 4/71 IIRFGOv 1i4STPl1rTT(1NS TO VZOPF:RS ------ ------------ -- ------- F(4"I A T ------F'(4 "IAT The Contract nocuments are divided into parts, divisions, and sections in keepif,q with accented industry practice in order to sPnaratF _atPypriP� ^f suhlect matter for convenient reference thereto. Generally, there has been no attempt to cfivide the Specification sections into work performed by the various building trades, work by separate subcontractors, or work required for separate facilities in the protect . SPecificatlons are bound Into these Documents in the same order as they Appear In tfle CONTPiTS I-a'jPs . SDPclticatlon section numbers anti the section rayP numbers are shown at the bottom of each nage. 2 . SPFCIF ICATi(IN ( Aur711AGF "Cnmmand" type sentences Are used in the Contract nocuments . Tnese refer to and are directed to the Contractor . 3 . c;FNF.PAI, [rF5CP1PT1O^i UF TO PPOJECT ------- ----------- -- A generAl iPscrlotinn of the work to be done Is contAinPri jr, tree INVITATi(ih TO Lill). The scope is indicated on the Accompanyina drawings and specified in applicable Parts of these Contract ( ocuments . 4 . 0(1ALIF 1CAT1('N r,F CnNTNAC'f(1NS FOR PURLIC VNOFK ------•------ -- ----------- --- ------ ---- Contractors for 011bllc work in Oregon most bP 7ualltied in conformance with ORS Chapter 279, in the manner designated in the INVITAI'TnN T( PID . ti . POCUMF 'J1' JNTF14PFNTATWN -------- -------------- The (:nntract nocuments ooverninry the work PronosPd he.rein consist of " the Drawin,JS And All material hound nerewith. These Contract Documents Are Intended to he m1Jt1.Ja1ly connPrative And to Provide All details reAsonably required for the execution of the proposed work . Any person contemplating thft submission of a Proposal shall have thoroughly examined atl of t ,P various parts of theSP Documents , and should there be any iouht ?s to the meaninq or intent of said runtrAct Documents , the Pinder should request of the Knglneer , in writing ( at leAst F working ,lays Vriar to hill on,,ning) An Intervretation thereof . Any interprPtation or champ in said Contract Documents will he mane only in ,,rIti1)y, in the form of Addenda to the Documents which will he furnishers to All Hidders recPivirq a set of the Documents . hir+dPrs shAll snt.mit wi ' r, their Proposals, or indicate receipt of , All UP Instr. I Addenda. The owner will not be reSronsihle for any other exl,lanatlon or interpretations of said nocuments . 6 . PIDDFh 'S UNDE;PSTAhDINC, -0------ -------------Each Kidder must inform himself of the conditions relatina to the execution of the work, and it Is assumed that he will inspect the site and mare himself thoroughly familiar with all the Contract Documents . Failure to do goo will not relieve the successful Ridder of his obligation to enter into a Contract and complete the contemplated bio► k in strict accordance with the contract Doctrments . It shall be the Bidder 's obligation to verify for himself and to his complete satistiction all information concerning site and snhsurfAce conditions . The r)wner will make available to prospective rudders, upon request and At the office of the Fnalneer , prior to hid openln,l, any inforr,ation th-it hN ,Tay have as to subsurface conditions and surface topography at Op wnrk site, investifiat ions conlucterl by the Fn9lneer of sl)hsurfAce conditions were grade for the purpose of study and riesi ,ln, and r either the owner nor the F;nilneer assumes any responsibility vhAtever in respect to the sufficiency or accuracy of borinas, cr of the loris of test borings , or of other invpstigAtions that have peen made, or of the internretAtions *jade thereof , and there is no warranty or guarantee, either expressed or implied, that the conditions indicated by such tnvesttaations are representative of those existinri throuahout such area, or any part thereof , or that unforeseen 1(,vPlnnmpnts may not occur . ►,oris of test borinas or toporiraohic mans showing a record of the data obtained by the e'ngineer 's investigations of surface anti subsurface conditions that are made available or bound herewith shell not be considered a part of the Contract Documents , sari loris reoresentina only the orinion of the F,ngineer as to the character of the materials encountered by him in his tnvestiaations And is provided only for the convenience of trip Bidders . Information derived from inspection of loq,, of test horings , :)f topographic Tans , or from Drawinris showing location of utilities and structures will not in any 'Nay relIPve the Contractor from any risk, or from properly examining the site and making such a,lditional investigations as he may elect , or from properly fulfilling all the terms of the rontrAct Documents . r-ach bidder shall inforin himself of , and the Ridder awarded i Contract shall comply with, Feder.il , state, and local IawS , statutes , and ortilnences relative to the execution of the work . This requirement h includes, but is not limited to, apnlicAhle reriulations conr.ernina minirrum wane rates , nondiscrimination In the employment of lAhor , protection of public and employee safety ani health, environmental protection, the protection of natural resolrrces , f.irP Protection, burnini an,i nonburninu re(lntrements , permits , fees , ind similar suhiects riu In5tr . 2 Y. DRAW1Nr;a wnere the Drawings are reduced in 517e from the I t orig7nal tracings , the amount of reduction is indicated by a note on the Drawings. Full-scale prints of reduced Drawings may be obtained at the office of the Engineer for the cost cf reproduction. 6 . TYF E OF I'ar1Pn5AL A. UN17 PrZ!CF when the Proposal for the work is to he submitted on A unit price basis , unit price Proposals will he accepted on all items of =nrk sit torth in the Pruposal , except those desi-inated to be pain for as a lump sum. The estivate of quantities of wnrK to be done is tabulated in the Froposa', and, although stRted with as much accuracy as possible, is approximate only ani is assumed solely for the basis of calculation upon which the award of ContrAct Shall be macre. Payment to the Contractor will be made on the measurement of the work 6ctl]Ally performed by the Contractor as specified In the CortrACt no,-uments . The lwner reserves the right to increase or diminish the amount of any class of work as may he deemed necessary, unless otherwise specified in the 5UPPi,FMFNTAFY CONDTTTONS. ►A. LMAP .SUM When the Proposal for the '-vork is to be suhmitte i on a 1,1rop s rn basis , a sinule luml sum )rice shall he suhmittei in the aporopriato place. The total amount to be paid the Contractor shall be the amount of the lump sum Proposal as adjusted for additions or deletions resnitinq from changes in construction. The ) rider shall furnish, in the spa^e provided in the Vrorosal, a breakdown of his lump sum hid. C . I.11""P SUN. w lTH KQ1►IPMF�NT SFLECTED tiY (IWNER when the Proposal for the work is to be suhmitted on a lump sum basis witr' P1111pmPnt to 're sPlecteei by the nwnrr , a lump sur price shill he submitted In the approrriAte place and separate prier Proposals shall be submitted for listed items of equipment as produced by different manufacturers and shall include the cost of Installation. The lump sum clroposal shall not tnclude these listed items or cost of their Installation. rhe totRl amount to he paid the Contractor shall include the price t, fi for the listed Items of equipment to be furnished as selected by the nwner , plus the Amount of the lump sum Proposal , as adjusted for additions and deletions rPsulting from chances in construction. Ridder shall provide a hreakdown of the lump sum as specified hereinbefore under LUMV 811M. nN Instr . i �`. APF"IAL RIDDING HKOUIPF.MENTS In the event there is a need for special bidding procedures and reluirpmpnts for Parts of the work under this Contract, such requirements will be set forth in Section SUPPLV' ,ENTAHY CONDITIONS. �. PPEPAFATION OF PPOPOSALS ----------- -- ---------- All -------- All blank Braces in the ProposAl. form must be tilled in, preferably in BLACK Ink, in both words and fiqures where required. No chances shall be mane in thf, phraseology of the forms . written amounts shall govc . n In cases of discrepancy between the amounts stated to wrttinq and ti,e amounts ststeo In fiqures . In case of discrepancy between unit prices and totals , unit rrices will rrevail. Any Proposal shall he deemed informal which contains omissions , erasures , alterations, or additions o, any kind, or rrices uncalleri for, or in which any of the rrices Are obviously unbalanced, or which in any manner shall fail to conform to the conditions of the rublished 1NVIIAITON TO PTV , The bidder shall siqn his Prorosal in the blank space provided therefor . It Fi1eier is a cornorAtion, the legal name of the r.ornoration shall be spt forth above, toaather with the sioreture of the officer or officers authorized to stun Contracts on behalf of the corrOration. It {tidier is a t)artnerthip, the true name of the firm shall he set forth aoove, to;ether with the slgnature of the rartner or partners Authorized to sine Contracts in hehalf of the partnership. It signature is ry An agent , other than An officer of a coronrAtior or a member of a partnership, A notarized rnwer-of-attorney must be on file wii.h the Owner prior to oneninq of Proposals or submitted with the Proposal , otherwise the Proposal will be rpgardei As not nrorerly authorized. 10. FOHM IS Idol (1F P411P(i5ALF) ------ -- -- --------- A) l ProuosAls must hp submitted not later thin the time t,rescrite(i, at the place, and in the P,Anner set forth in the INVTTA'r10t TO FsID. Prorosals must be mane on the F'rnnnsAl forms provided herein, except when the PropOSAI forms ire n-arkmri "SAMPi,F" , the Ovner will issue separAtp unmarked Proposal forms to Hidders who havP been duly rrequalifiel. The ownet will not Acrert Prorosal forms marked "SAMPLE" as bid rocuients . Each Proposal most he submitted in a sealed envelope► so marked as to indicate its contents without heinq opened, ani Addressed In ronformance with the instructions in the INVITAT1nN TO NIt). Instr . 4 oregon statutes require that All Proposals for Puhlic work , except for tnose Public work projects tinAnced by Federal funds and subject te% the PAvls-f4acon Art , shall Include a statement by the Hinder that he will include In nis Contract the provisions of GPS 274 . 3:,; . when the i,rnposal form in the Contract Ilocuments contains a statement of Hidder 's declaration of compliance with ORS 274 .350, the Hidder 's sinning of the Proposal constitutes comoliance with this Orevon statute. If the Proposal form does not Contain s ,ch statement, each nidder shall submit with his Proposal for the work , a separately siynen statement that he will include the provisions of nPS 27a. 15n In his Contract . 11 . TK1 F.,;PAPNIC OR WFTT-rM:N ?WDIFICATTON OF PROPOSAL Any N1.,irler may mollify Ills bid by cPleoraphic or written communication at Anv time prior to the scheduled closing time for receir+t of hills, prnvided such communicatton is receivers by the Ulmer prior to the closing time. The telegraphic or written communication should not revPAl the hill price; it should, however, state the addition or suhtraction or other mndificetion so that the final rrices or terms will not be known by the Owner until the sealed hid is orened. 12. WITHPPAWAL, OF PWi'1Pr1tiAL -•-------- -- -------- Any Proposal may he withdrawn prior to tt.e schedulers time for the opening of r'rorosals either ry telearnphic or written re,luest , or 1n person. NO PropoFol may be Nithdrawn after the time scheduled for openino of F,roposals , unless the ti ,ilP spvcit ieJ in Item, A4ARh OF CONTFACT, of these IN8'fP1ICT1UN5 TO N1nDFF5 shAll havo PIAp-,Pd, 13. F31D SFCIJNITY Prnposcd' s must he accomp,jniei by casts, a certified check, or cashier 's check (arAwn on a bank in good st.indinj, or a old bong issuers by a Surety Authorized to Issue such bonds in the .state +here the work is located, in the amount nf s nercant of the total amount of rhe Proposal submlttPd. This hili security ShAll be 71ven as A nuArantee thAt the Pidder Ni .11 not withdrew his Proposal for a period of Ilii days after t,iA opening, and that it Awerde•s the Contract , the successful TilMder will execute the attached Contract and furnish A properly executers Per formAnce and J,Ayrrent Homs In the fell Amnunt of the Contract price within the time specified. The Attorney-in-Fact (Resident A,4Pnt ) aho PxPcutes this nvnd in clehAlt Of the Surety ?rust AttAch a notarized copy of r?is power-nf-attorney As Pvldence of his Authority to hind the Surety on the riAte of execution of the Ourid. �.W lnatr . 9 If the �ildder elects to furnish a Hid Mond, he shall use the Hi,i Hon1 form bound herewitn, or one conforming substantially thereto It, form end content . 14. PF.TUPN (I RID SFCTIRITY ••--•- •• ••• -------- within 15 days After the award of the Co.ltract, the owner will return the hid securities to all bidders whose Proposals are not to he further considered in awarding the Contract . Petained bid securities will be held until the Contract has been finally executed, after which all bid securities, other than Bidders ' bonds and any )uarantees which have Teen forfeited, will he returned to the respective Bidders whose Proposals they accompanied. 15 . AWAPG (IF CnNTFACT Within 45 calendar Mays after the openinq of Pronosals , sinless otherwise stated in the INVITATION TO RID or S1JPPLVmFN,rARY C(INPITIONS of these Documents , the Owner will accept onA of the Proposals or will act in Acr_ordance with NASIS OF' AWARD, below. The acceptance of the Proposal will be by written notice of Award, mailed or delivered to the office designatei in the Proposal . In the event of failure of the lowest resronsible gua! lfied Ridder to siar and return the Contract with accoptrtle performance AnI PaVrent Hord, as Prescrihed herein, the owner may award the Contract to the next lowest responsible quAlifie,i Kidder . Such award, if made, gill VP made within hf► days after the oaening of Proposals . 16 , HASls f)F AAAPn ----- -- ----- The award will be made by the r)wner on the basis of thAt Proposal from the le-vest responsive, responsible, qualifier] Ridder . When projects are paid for In dart with Federal fends , the award kill he rgde or the basis of that Proposal suknitted by the responsive, responsible, qualified Hidder submit.t;nct the lowest Proposal acceptable to the financinn agency. The nk-ner reserves the riat,t to reject all Proposals , or any Proposal not in compliance with the Contract Documents, and to waive any informalities and irregularities in said Proposals . 17 . F,XECUT10h OF CONTRACT The st.rccessful N1 ,1del shill , within 10 Hivs , not including Sundays and ) ecrel holidays , atter receiving notice of Award, sign and deliver to the n++ner the Contract hereto " tached together with the accentAble t-onds as required in these fncuments . Within 5 nays , riot including Sundays end legal nolidays, after rPceivinq the signpd Contract with acceptable honds from the succPssful Hidder , the Owner 's Authorized Agent will sign the Contract. SignAture by both parttes constitutes execution of the contract . Instr . 6 I 19 . npFnR 'AwCV Af'D PAymh:NT I%w,n -•--•-•---- --- ------- ---- The successful Pidder shall file with the Owner a Performance ini Payment Pond on the form bound herewith in the full amount of the Contract orice, as security for the faithful performance of the Contract Arid the payment of all persons supplying lanor and materials for the construction of the work, and to cover All guarantees against defective workmanship or materiAls, or both# for d period o% 1 year after the date of final acceptance of the work by this Owner. The Surety furnishing this pond shall have a sound financial standing anj a record of service satisfactory tn the Owner And shall he authorized to do rus, iness in tilts State of nre(1on. The Attorney-in-tact (Resident Agent) who executes this Performance and Payment Bond in behalf of the Surety mlist attach a notarized copy of his power-of-attorney as evidence of his authority to bind the Surety on the date of execution of the bond. 19. FAILUPF, TO F.XFCrrTF. CnNTPACT ) ND FUPNISH t+nvn ------- -- ------- -------- --- ------- ---- The Ridder who has a Contract awarded to hire and who tails to promptly and properly execute the Contract and furnish the Performance and Paymtsnt Kond shall forfeit tt,e bid security that accompanied his bid, and the nisi security shall be retained as liquidated damages by the Owner, and it is aireel that this sum is a fair estimate of the Amount of damnges the Owner will sustAin in case the Ridder fails to enter Into a Contract hn-i furnish the pond as nereint+efore vroviled. 8111 security deposited in the form of cAsh, a certified check, or cashier 's check shall be subject to the same requirements as A Hid Pond. 20. TIFF ON rnMPLETFIN The tiite of completion of the work to be performol under this CnntrAct is the essence of the Contract. PelAys and extensions of time may be allowed in AccordAnce with the provisions stated in Section -1:14FRAL CONDITIONS . 1'he time alloweri for the completion of the work is stated In the PronosAl . (iP Int�tr . 7 NOTE TO AfD )i,"P : (19e rreterahly IkLACh Ink for Conuletin,) tn, j p, nl., s�+ l for-it. PPOP(IS AL Toy Metzger water District �ddre%s : (,5U1 T-iylors Ferry' Poad Hort land, nre,aon )7223 Prolect. Title : S .vv' , Hampton ,Street water Pipeline i ro ject 4o . : V 1 jy01 .A() Kidder : . . . . . , Ad d r e s s : . . . . . . . . . . . . . . . . y . . . . . . . . . O 0 . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . I)ate: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . iildder ' s rerson to r ,Lci.:t for add I, a , nal lntormat ton on this Proposal : N c 11P : . . • . . . . . . . . . • • • . . • • . . • • . . . • . • • • . . • . • . . . • . • • . • . . . . • . . . . , . . . . Teleotione : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HIDDEH 'S DECLAHA'rlGty AIM UNUKRSTANI)ING rhe undersigned, t•.Preinafter Callyd the Pidder , declares that the nn.ly persons or parties interested in this Proposal are those names therein, that this Proposal is , in All respects , fair and without fraui, that it i , made without collusion with any official of the h)wher, and that the Proposal is -rade without any connection or cnllusion with any rprson suhmittinq another Proposal on this Contract . The Hinder further declAres tnat he has cAretully examineu tre ('ontr6rr Documents for the construction of the project , that r,e has personally Inspected the site , that he has satisfied hir,self as to the :luantlties Involved, includinq r,aterials and equipment , and coniltions of work involver, including the fact thAt the descrir,tlon of the quantities of work at :i materials, is Included herein, is brief And is intended only to Indicate the general nature of the wotK ani to 13entity the said quantities with the detal lea requirements of the Contract I,ocuments , and that this Ptoposal 15 made accor�iinq to the provisions and un-ler the teres of the Contract I)ccuhnents , which t)ocument % Are here.D,,' made A ,part of this ProposAl . P1 0;01 A') Proposal 1 The Bidder further declares by the signing of this Proposal that the provisions reouired by URS 279. 350 relating to prevailing Nage rates shall be included in his Contract . The signing of this Proposal constitutes compliance. A separate statement is not required. The Bidder further agrees that he has exercised his own judgment regarding the interpretation of subsurfac? information and has utilized all data which he believes pertinent frim the Engineer ► Owner, and other sources in arriving at his conclusi CONTPACT FXECIITION AND HANDS -------- --------- • -- ----- The ----The bidder agrees that if this Proposal is accepted, he will , within 10 days, not lncludtng Sundays and legal holidays, after notice of award, sign the Contract in the form annexed hereto, and will at that time, 3el.iver to the Pwner the Performance and Payment bond required herein, and will, to the extent of his Proposal , furnish all machinery, tools , apparatus, and other means of construction and do the work and furnish all the materials necessary to complete all work as specitled or indicated in the Contract Documents . CFNTIEICATFS OF INSURANCE: ------------ -- --------- The Bidder further agrees to furnish the Owner , before commencing the worK under this Contract, the certiti.cates of insurance as specified in these Documents . START OF C0N5TNU('TjW, A�II) CONTPACT COMPLETIrIN TlHE: ----- -- ------------ --- -------- ---------- ---- rhe Bidder further agrees to begin worK within It) caiendar days after the date of the execution of the contract and to complete the construction, in all respects , within 35 calendAr days after the ,tate of the execution of the Contract by the Owner . LIUUIDATED DANIAGE:S In the event the Ridder is awarded the Contract and shall fall to complete the work within the time limit or extended time limit agreed upon, as more particularly set torch in the Contract Documents, liquidated damages shall be paid to the (lwner at the rate of $200 per day for alt awarded under one contract until the work shall have been satlstactori1v rumnleted as provided by the Contract uocuments . Sundays and leaal holidays shall be excluded in determining days in default. AnpFtjnA Thw Bidder hereh;r acknowledges that he has received Addenda No's . � , � . , . � , . . . . . , . . . . . . . . . . . . . . . to these Specifications . (Ridder insert ��o. of each AddenduM. ;;; r�celvpd. ) f'1 3411 .AO Proposal 2 SALES AND USFTAXES ----- --- --- ----- The Bidder aurees that all Federal, State, and local sales and use taxes are included in the stated bid prices for the work. LUMP SITM OR UNIT PRICE WORK ---- --- -- ---- ----- ---- The Bidder further proposes to accept as full payment for the xork proposed herein the amounts computed under the provisions of the Contract Documents and based on the following lump sum or unit nrlce amounts , it being expressly understood that the unit prices are lndenendent of the exact quantities involved. The bidder agrees that the lumn sum prices and the unit prices represent a true measure of the labor and materials required to perform the work, including all 311owences for overhead and profit for each type and unit of work called for in these Contrac' Documents . 'lhe amounts shall be shown in both words and figures , In case of a discrepancy, the amount shown 1.n words shall govern. HAIT PRICE, OR LUMP SUM FID ---- ----- -- ---- --- --- S.W. HAMPTON STREET WATER PIPELINE - -- ------- ------ ----- -------- Item Quan. Unit F17ures Unit Price or L.S. (Words ) Ext . Tntal Amt . 02221 TRENCH E'XCAVAT101 ANP HACKFILL Trench Excavation and Backfill 1 , 34(l LF 5 . 0 . 6 . . a . . .. . . . . . . . . . . . Foundation Stabilization 10 C Y S - 0 . . . S - 00 . . . . . . . . . . Asphalt Cold Mix 1 , 1b5 L F 6 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S . . f . . . . . . . . . . . 02616 SHPFACE RESTORATION ----- ------- --------- Asrhalt Concrete Pavement Replacement Q5 li F S . . . . . . . . . . . . . . . . . . . . . 09 . . . . . . . . . S . . . . . . . . . . . . . . P13901 . A0 Propn:-a1 I Item duan. Unit Figures Unit Price or L.S. (words ) Ext . Total Amt . --•- -•--. •••. .....W. ---- -9999 -- ---- -••---- --•- -...- ---- ROCK Surfacing 60 LF 5. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 . . . . . . . . . . . . . . 15003 DUCTILE IRON PIPE AND CAST IRON Fi:'TINGS .... ... .... ...w ...w.... Pipe 6-inch 30 LF $900090 . . . . . . . . . . . . • . . . . . . . . . . . . . S 9999 . . . . . . . . . . d-incn 45 LF 5. 09000 . . . . . . . . . . . . . . . . . . . . . . . . . . 5. . . . . . . . . . . . . . 12-inch 1r265 LF 9. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5. . . . . . . . . . . . . . Cast Iron Fittings 2r500 LR 8. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s. . . . . . 6 . . . . . . . 12-inch Mechanical Coupling Imported Granular Material for the Pipe Base 120 LF 5. . . . . . 5. . . . . . . . . . . . . . Imported Granular Material for the Pipe Zone 12 0 11 F S. . . . . . 9 9 9 9 . . . . . . . 0 0 0 9 . . 0 . 0 . 0 0 6 0 . $. . . 0 0 6 . . 0 0 0 8 . 0 Special Connections ---•-•- ---•---9999 Special Connection No. 1 L U M P S U M . 0 . . . . 6 9 . 0 . . 0 . . 8 . 0 0 . . . . . . . . . . . . . . . . . $ . . . . . . . . . . . . . . Soecial Connection No. 2 LUMP SliN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 . . . . . . . . . . . . . . P13901 .AO Proposal 4 Item Ouan. knit Figures Unit Price or L.S. (words ) h.xt . 'lobi Pmt . -- ----- ---- ------- ---- ----- -- ---- ------- ---- ----- ---- Special Connection No. 3 L U M P S U M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S. . . . . . . . . . . . . . 15150 FIRE HYDRANTS ----- ---- -------- Fire Hydrants 1 EA 5. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 . . . . . . . . . . . . . . 15160 GATE AND BUTTEPFLY VALVES ----- ---- --- -s-------- ------ 6-1nch Cate Valve and Valve Box 1 EA s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S . . . : . . . . . . . . . . 8-inch Gate Valve and Valve Box 2 EA 5 . . . . . . 5. . . . . . . . . . . . . . 12-inch butterfly Valve and Valve Hox 3 EA 5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 . . . . . . . . . . . . . . SUM OF EXTENDED TOTALS P1390t . AO Proposal ti 5UbCC1NTRAC'rops -------------- The Bidder further certifies that the following subcontracting firms of businesses will be awarded subcontracts for the following portions nf thF work in the event that the Bidder is awarded the Contract: Marne . . . . . . . . . . . . . . . . • . • It • • • • . • • • . • • . . . • • • • • • • • • • • . • • . • • • • • . . . • • • • • . . • • • • • • • • • . Street City . . . . • . . . • , , • • • • • • . • . • • • • . • . . . . • . . • • . . • • • • . . • . • , • . • • • . . . . . . . . . . . . . . . . . . . . Name Street City . . . . . . . . . . . • . • • . • • . • . . • • • • • . • • . • . . . . . • • • • . • • • , • • • • . . . . . • . . . . . . . . . . . . . • . • . . Name Street City .I (n � P13901 .AO Proposal 6 SURF TY If the Bidder is awarded a construction Contract on this Proposal, the Surety who provides the Performance and Payment Bond will t,e . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • + • whose address is • • • • • • • • • • • • • • • • • . • • • • • • • • • • • I • . • • • • . • • • • • • • • • • • • • • • • • • • • I • • • • • • • • • . . • • . Street city State Zip RILID ER The name of the Bidder submitting this Proposal is „ • • • . • • , • . • • • . • • • • . • • . • • • • . . • . • • • . • • . • • • • • • • • . • . • • • . • • • • • • • • • • . • • • • • • . d o i n q b u s I n e s s a t • • • • • • • • • • • • • • • • • • • • . • • . • . • • . I • • • • • • • • • • • • • • • • • • • • • • • • • . • , . • • • • • • • . . • . Street City State Zip which is the address to which 611 communications concerned wr th this Proposai end with th,- Conti-act shall he sent . The names of the principal officers of the cnrporatton suh,nitting this Proposal , or of the partnership , or of all persons interested in this Proposal as r,rincivals arp as follows ; • • • • • • • • • e • • • • • • • • • • • • • • • • • • • • • • • . • • • . • • • • • • • • • • • • • • • • • • . . • • . • • • • • • s • • • • . • . • • • • • • . • • . . • . . • • • . • • • • • • . • . • • • • • . . . • • • . . • . • • • • • • • • • • • • • • • • • • . . . . • . • . • • • • • • . . • . • • . . . • • • . • • • • • • . • • • • . • . • • . • • • • • • • • • • . • . . • • . . . • • . if Sole Proprietor or Partnership --------------------------------- IN 4ITNF.SS hereto the undersigneri has set nis ( its ) hand this . . . . . . • . • • , day of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ► 19. . . . . . . . . • • . . . . . . • . . . . • • . • • • . . • . . . . . . . . . . . . . . signature of ��i,dder Title :113901 . AO Proposal 7 If Corporation IN WITNESS WHFPEOF the undersignea corporation has caused this instrument to be executed and its seal affixed by its duly authorized officers this . . . . . . . d a y of 00 & 0 - 0 . 1 . 9 " . 6 . . . . . . . . . . . . . r 19' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Name of Corporation R y. . . . . 00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Title. . . . . . . . . 9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . Attest . * * . * . . . . . . . . . Secretary o13901 .AO Pronosal 4 Rev, 2/79 Bic BDND POND NO. . . . . . . . . . . . . . . . . . . . . . . . . . . AMOUNTS 6. . . . . . . . . . • • • . . . . . . • • . . . • KNOW ALL MEN BY THESE PRESENTS, that . . . . . . . . . . . . . . . . . • . . . � . . . . . . . . . . . . . hereinafter called the PRINCIPAL, and . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a corporation di-ly organized under the laws of the State of „ • • • • . • . • • ► having Its principal place of business at . . . . . . . . . . . . . . . . . . . . • • . . • . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ► in the State of • . . . . . . end authorized to do business in the State of. Oregon, as SURETYr are held and firmly hound unto . . . . . . . . . . . . . . . . . 0 hereinafter called the OBLIGEE, in trlhe penal sum of . . . . . . . . . 80 . 04 . • • • • . e • • • • . • • . • . • • • • • • • . . • . . . . . . • . • • • • .1)` u L A F J (S . • . • . • • • . . . . . . . • • . • • . • . • . I for the payment of which we bind our�elvesr our neirsl executors, administrators , successors , and assigns , jointly and severallY, firmly by these presents . THE CONDi71ON OF THIS BUND IS SUCH THATt WHEREAS the PPINCIPAL is herewith submitting his or its Bid Proposal for said Rid Proposal , by reference thereto, being hereby made a part hereof . NOWT THEREFORE:, if the Hid Pro-, osal submitted by the PRINCIPAL Is accented, and the Contract awarded to the PRINCIPAL, and if the PPINCIPAL shall execute the proposed Contract and shall furnish such Performance %nd Payment Bond as required by the Contract nncuments ,within the time fixed by the Documents , then this obligation shall be void; if the FPINCIPAL shall tail to execute the oroposed Contract and furnish the bond, the SURETY hereby agrees to pay to the O13LIGEE the penal sum As ll,jullated fiamaaes/ within 10 days of such failure. OR Hid solid 1 signed and sealed this . . . . . . . . day of . . . . . . . . . . . . . . . . . . . . . . . . . 19. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PRIrdCINAL RY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SURETY Attorney-In-Fact * a w • * a► OP P i.d Bond 2 PREVAILING WAGE RATES for Public Works Contracts in Oregon .......... ... ..... * 1HE UNIT N�� 1859 Mary WP!7dy Roberts Commissioner Bureau of Labor and lnduStries Effective February 1, 1981 MARY WENDY ROBERTS COMMISSIONER Ae�.uhe,o�seor o�ao� �.O CO-.09 ST.CtT $A19.,1]11(OCM 07]IQ BUREAU OF LABOR AND INDUSTRIES Februar,7 1, 1981 This booklet contains the prevailing wage rated for the building and construction trades in the State of Oregon. These rates are fective February 1 , 1981, and remain in effect until June 30, 1981, unless amended . These rates have been amended pursuant to ORS 279.348 through ORS 279.361. Prevailing wage rates ire the ainimum wages that :rust be paid to all workers ix-roivea in Che construction, reconstruction, -,iain- tenunce or re'jair of any public works. Copies of these rates must be incorporated into all bid specification3 when the adver- tisement for a public works is issued. The advertised rate, if a contract i3 awarded, remains it effect throughout the duration of the projecr. If you identif•7 am discrepancies between the rates published and data available to yo%rself, bring Chia to the attention of :he Bureau's Research U.iit in Salam, by March 1 , 1981 . :also. if you !gave any questions or desire more information, please contact: Norman 11albi,i Director of Risearch Bureau of Labor and Industries 240 Cottage Street SE Sale, Crc2on 97310 Phone: 373-1450 ',ilafy�y Roberts Commissioner Bureau of -. 50- and Industries Oregon PWR - .January 1981 GE FRAL 1NFOR.MATION Page 1 APPRENTICESHIP Apprentices may be employed on public works. The apprenrice is to receive all fringe benefits and a precentage of the journeyman's wage rate; the appropriate percentage shall be determined by the apprenticeship committee. All other workers receive rates as published. FRINGE BENEFITS Payments for Health and welfare, Pensions, Vacations and/or Appr zticeship Training are in additi,)n to the basic hourly rate. DISTRICTS Prevailing wage rates are determined for each of 14 geographical areas in Oregon. To find the a-nroprrate district, identify the county where the job site is located as follows: District 1 - Clatsop, Columbia and District 8 - Jackson and Josephine Tillamook District 9 - Hood River, Sherman and District 2 - Clackamas, Multnomah Wasco and Washington District 10 - Crook, Deschutes and District 3 - Marion, Polk and Jefferson Yamhill District 11 - Klamath and Lake District 4 - 6,�nton, Lincoln and District 12 - Gilliam, Grant, Morrow, Linn Umatilla and Wheeler District 5 - Lama District 13 - Baker, Union and District 5 - Douglas Wallowa District 7 - Coos and Curry District 14 - Harney and Malheur ZONE PAY In certain trades, the 5asic hourly rate of pay progressively increases based upon the distance betweet; the job site and a designated landmark; this is commonly referred to as zone pay. Zone pav is required for all classifications found under the Laborer, Hoisting and Portable Engineer, and Teamster Trades. To determine the hourly wage, find the correct zone based on the number of miles he job-site is from the closest city listed below and add the amount for that zone to the basic hourly rate. Albany Cor.,allis Madras Port Orford Astoria *Eugene Medford Reedsport Baker Grants Pass McMinnville Roseburg Bend Hood River Newport *Salem Brookings Klamath Falls Ontario The Dalles Burns LaGrande Pendleton Tillamook Coos Bay Lakeview *Portland Zone A - 0 - 10 Miles - Base Rate Zone B - 10 - 25 Miles - add . 50 oer hour Zone C - 25 - 35 Miles - add .90 per hour Zone D - 35 - 45 Miles - add 1.40 per hour Zone E - 45 - 75 "files -• add 2.30 per hour Zone p - 'S `tiles or more add 3.00 per hour *Zone A - 0 - 20 Miles -Base Rate 'Zone B - 20 - 25 Miles - adJ .50 per hour *Zones C through F a_e the same as Zones C through F listed above Oregon P'.vR - January 1981 NOTE: rhese Questions and answers Page 2 are intended to serve as a general ��✓ 3uide only. If you have .5peciPic questions, please call the BUREAU O F LABOR Resear.ch Unit at 373-1550. MARY WENDY ROBERTS L.�o•:orruuowu OREGON PREVAILING WAGE RATES ' COMMONLY ASKED QUESTIONS ' 1. What are 'Prevailingage WRates"'I A prevailing wage rate is the minimum wage, including overtime and fringe benefits, =� be paid workers employed on public works contracts. Different races are estab- lished for specific trades and for specific geographical areas. Z. Who must be eaid ?revailinq Wa a Rates? All employees of a contractor or subcontractor engaged 3n a public works project, where the contract price exceeds $2, 000, rust receive at least the prevailing wage rate for time worked on the Droject. Dwner, 00erators, supervisory personnel and office support Staff are exempt. Note: To be considered .an owner/operator, an individual must control twenty Dercent (201) of tie business, stand to profit or lose from the project and have a voice Ir hiring and firing. Share:iolders are not owners finless they control at least twenty percent (203) of the stock. 3. What above contracts where federal Eunds are used? Where more than $2,000 of federal finds are involved, the contract is usually subject to the provisiorLc of the Davis-Bacon Act, noc Oregon Statutes. Further information may be obtained from the J.S. Deparrment of Labor , Mage and Hour D1,7ision, Por,.land, Oregon (Phone: 221-3057) . 4 . I don't have a nensi n fund. How do I determine .`singe benefits? Workers must receive the total wage and fringe benefits listed in the PWR publication.. If a company has not established a fund for a pnrt:cular fringe benefit, the amount tf that fringe benefit is to be added to the base wage. The entire amount then becomes the taxable wane. 5. what if the emtiloyees are not Daid on an hourly basis' A1.1 workers must receive at least the prevailing rate of wage and fringe benefits for time worked on the proiecr_. If an employee is paid other than on an hourly basis, the equivalent hourly rate ifor both wages and fringe henefits) must still be at ].east equal to the rates published for time worked on the protect. If tFo calculated hourly rate is less than the prevailing wage rate, the workers :rust be supplemented an amount equal to the difference. 6. How much do I pay apprentices? To qualify as an apprentice, the worker must be registered in a state approved apprenticeship program. The apprenti.=e is to receive all fringe benefits and a percent- age of the journevman's wage rate; the appropriate percentage shall be determined by the avprenticeship committee. Ail ether workers receive rates as published. Revised Januar], 1081 PORTLAND tAL[M •400 f w I+ •rfrut tUDlNt .•f0• •ND f.flff 0-01— 141 VIS AldTjl lrf ffT •a TTL•ND OffeoN /7/at t•LfY Offea,N f))la [uefN■ OffEeM /7f01 MtD FORD coos sAt s[ND •o Ner..N a•uf f.•ff• •/Trtfo: u•tt+ �tNOLtTON rfe.o•e owa:N fTv slap f•Le o 0fl.f �1 :oaf t•. OffaON 97.20 stNn O• •^o /t [r10f•N• tooN / 701 gNeLro. 0•fenN fu,• Oregon PWR - January L981 Page 3 7. How do I classifv workers? Tiie job classifications in the PWR publications represent essentially all of the trades in the construction industry. Try to fit your workers into exisiting classifications. Laborers who do basic work requiring no special skills, tra.ininq or knowledge are generally classified as Group I Laborers. If you he:.ieve that a separate classification and wage rata needs to be established, submit a written request to the Bureau's Research Unit. Include in the request as much information about the class as possible, including traininq and skills required and equipment operated. Note that: Landscapers are classified as laborers; Low Voltage Eiectricians are classified as Electrician, and Ornamental Ironworkers are classified as Ironworkers. 9. What about Wage Certification Forms? The law requires every contractor and subcontractor to file a certificate of wages paid to each class of workers employed on a public works contract. The statement is filed twice, once before the first payment and once before final payment; it is to be filed with both the public contracting agency and the Bureau of Labor and Industries. (ORS 279.354) _ ies of the form to be ased may be obtained from: Wage and Hour Division, Bureau of Labor and Industries, 1400 Southwest Fifth, Portland, Oregon 97201 (Phone: 229-5750) . 9. What --an I do about a contractor who is not complying with PWR law? File a complaint with the nearest Bureau .office or contact the Mage and Hour Division, Bureau of Labor and Industries, 1400 SW Fifth, Portland, Oregon 97201 (Phone: 229-5750) 10. When, are new rates determined? How long are they effective? Prevailing wage rates are determined on July 1 of each year by the Commissioner of the Bureau of Labor and Industries. The Commissioner may amend the rates at any time. (The rates are usually amended once each year , during January.) Regardless of when rates are determined or how long they are effective, the rates contained in the contract specifications are those to be in effect for the duration of the contract. il. What happens to _vntracters who do not comply with PWR Statutes? Contractors and subcontrak7tor3 who pay less than the prevailing wage rates are liable to the workers affected fcr tPe amount unpaid plus an equal amount as liquidated damages. TORS 279.356) :ontractors, and subcontrac-ors who intentionally refuse to pay the prevailing wage rate to workers employed cn public works may be determined to be ineligible to receive any public works contract for a period of three years. (ORS 279.361) 12. What records must I keep? For how long? Contractors and subcontractors are required to keep records necessary for jetermining if prevailing wage rates are being paid. At a minimum, these records must include: name of employee (same name as used for social security record purposed ; hume address in- cluding zip code; date of birth if under 19; occupation; hours worked each day; rate of pay, total wages paid each pay period; a payroll register and a copy of the wage certifications. These should be kept for at least three years. Revised January 1981 Oregon ?WR - Janaury 1981 'ageCRINGE BENEFITS BASIC IiEN.,TH TRADE DISTRICTS) HOURLY AND PENSION VACATION APPR. TR RATE WELFARE ASBESTOS WORKERS ALL 18.49 .32 1.43 BOIL MMAKERS ALL 15. 51 1 .30 1.25 1.00 .04 6, 7, 8, BRICXMIASONS 11 15.85 1 .00 1.15 - . 12 BRIC&%1ASONS '72, 3, 4, 9 16.31 1.,,5, x .40 TA.PERS ALL 1x.23 .80 .80 .5i .06 ECTRICIAN5 12 1 . 3C + L3 17.45 .95 3% Gross - )5 1 .00 + ELECTRICIANS 550 20.55 �0 mCro _ ��7 ? ECTRICIANS 1 ' 2.Oi) +9 19. 55 a0 ro s - C8 17- b.39 aC, Gr - )3 cT . 2.30 + OS a0 % r 4 7 C. s 1 .00 ? + 14 1 a r, '5 _131 Gross _ 1Gross 6' - 5 v� ELEVATOR CONSTRUCTORS ALL 16.07 1 . 195 .82 Ithen 9', 1 .035 6% - 5vr ; ELEVATOR CONST. HELPER ALL 11.25 ! . i'.15 .32 Itlien 3°: 035 ELEVATOR PROBATIONARY HLPR. ALL 8.035 - - - _ GLAZIERS ALL 14.34 .81 LATHERS ALL 14.42 1.05 LINOLEUM & CARPET LAYERS ALL 12.415 .70 1. .'S 6% Gross i PAINTERS ALL 13.10 .90 1 . 1 ,50 PAINTING, PARKING AND HIGHWAY IMPROVEMENT WORKERS ALL 15.32 - PAINTING, PARKING AND HIGHWAY IMPROVEMENT HELPERS ALL _ 45 _ 1st 6 months 6.89 2nd 6 months " 7.66 3rd 6 months 9.65 - - - 4th 6 months 11 .18 - - - 5th 6 months 13.48 - - PLASTERERS 14.36 1 .00 2.00 - J1 PLUMBERS_ & STL'AMFITTERS 14 13.62 1 .09 2. 10 - 10 PLL7BERS S STEA MFITTERS 12, 13 19.89 .87 1.70 PLUMBERS & STEAMFITTERS 3 G ,, u6 - l . -5 1.90 2.00 i = PLUMBERS & STEA.11FITTERS 7 I .00 1.95 - ')regan PTWR - January 1981 Page 5 FRINGE BENEFITS BA31C HEALTH TRADE DISTRICTS) HOURLY AND PENSION VACA,rION APPR. TR --._.._ RATE WELFARE L?�:'LUMERSL& STE�ITTERS 5 6 10 19,07 1 .2 1 1.90 _-_ . 19 PLUMBERS S STEAMFITT%RS 8 17.71 1.00 1.80 .OS _ PU:l 9 S ATF-MFITTER5 - 1 1 18.25 .90 1, 5� i-- 1.00 . 10 ?LLM$ERS 1 ' g 17. 7771 .50 1 ,95 13 STEAMFTTTERS 1 2 9 - 13. 15 1 .;0 1 .35 3 ROOFERS + 4+ 5, 6, 7, 10 11 1.4, , 5 . 96 .50 ROOFERS qFL?ER 'o 6' 7' - - - .0 11 . 96 7,0 12 13 ii.30 .80 g . 10 ROOF':RS ASSIS1 2TANT 12, 13 Lst "00 hours A0 i •4') 10 " Next 100 hours 5.50 " `l ext 400 hours 7.30 „ Next 800 hours 9. 10 Thereafter 9.95 - 11 . 15 �HEET`4ETAL WORKERS 5, 6, 7' 8 li _ 16.705 .13 1. 39 !v iHEET`1ETAL 'WORKERS 12 13 _ 16." 73 1. 50 ,0 1 , 3 3HEET'ETAI WORKERS i 9 l0 16.89 1 .03 31 - 10 SHEETMETAL WORKERS i 13. 71 ,73 ,96 - - .zl TENDERS TO .'"JASON TRADES TILc'SF.TTER, MOSAIC ALL 11 .60 -1 .?0 1.40 1 .00 10 TERRAZZO WORKERS 5+ 5, 7, 8 10 11 14.50 .95 .95 TILESETTER, MOSAIC; 5, 10 6, 7, - TERRAZZO �iORRER HELPERS 8 10 11 I ILESETTER, MOSAIr_ 1+ `+ 3� 1 9 1 56 .95 TERRAZZO WORKERS 12 13 14 TILESETTER, MOSAIC 1 , 2, 3, 4, 9 15.65 .90 L .1p _ 30 TERRAZZO WORKER HELPERS 21 13, 14 13.95 90 .55 I I � I Oregon ?t1R - January 1931 Page 6 7RI`1GE BE`TEFITS BAS17 HEALTH TRADE DISTRICT(S) HOURLY AND PENSION VACATION :IPPR. TP. RATE WELFARE CARPENTERS, GROUP 1 ALL 13.80 1.00 1.00 1 63 .07 Includes: Acoustical and Drywall, Automatic Nailing Machine, Form Stripper, Caulkers (Boat Construction) , Instrument 'Sen, Manhole Builder:3, Placing Precast Shaper, Rigger, Burnars, Saw Filers, Plastic Materials and Fiberglass, Siding A lication•-Sh+.ogles `Seta) Studs. _ CARPENTERS GROUP II 1 ALL L 13.95 1 .OU1._30 .65 .01 Inciudes: Floor Laver, and Floor Finisher (The laying of ail hardwood floors nailed and mastic set, parquet and wood-type tiles, and block floors, the sanding and finishing of floors, the preparation of old and new floors when the ;materials men- tioned above are to be installed. ) , Welders, Insulators (fiberglass and similar irritating material) , Stationary Power Saw, Working with charred material, 'When a worker wears a facial mask with a remote cartridge, Working swinging, hanging non- rigid Bosun Chairs, Supported from rope or cable on safety belt, ,;orking on Vertical Hoist Tower Construction, Pier construction, False work or similar type work over 50' high. e ,'':.'LENT MASONS, GROUP I 1 ALL 13. 10 1 .05 l . l? 1 .00 . 20 IncLudes: Cement Mason, hand chipping and patching, grouting and end pointing of all cuncrete; Screed Setter, including screed pins; Plugging, Filling Shee Bolt Holes; Dry ?acking Concrete including Embco; Curb Form and Plank Setter, including Setting of lines, stakes and grades. _ CM-E:TT MASONS GROUP II I ALL 1 13.3 1 .05 1 . 17 1 .00 . 20 IncLuries: Installation of : a) Magnesium Oxychloride cement :.omposition (Magnesite) h) Asphalt mastic composition and Acrylic color coats c) Epoxy and other resinous toppings d) E'.astomeric waterproof membrane and Latex mastic systems incorporating them; Cement Masons Floating and Troweling Machine Operator; Curb and Gutter Machine Operator (Cement only) ; Clary. Texas Screed and Similar Type of Screed Operator; Grinding `Machine Operator; Jackson Vibratory and Similar type Screed Operator; Cutting, Scoring and Sawing new concrete; Sand-Blasting; Power Chipping and Bush Hammer; All Tmprinting and Stamping of concrete and Injection of Epoxy or similar materials. CEl•IENT_"SAS0:75 GROUP I' I A�I. 13.6� 1 .OS 1 . l' L .00 3U Includes: Cement Masons on Suspended, Swin in and/or Hanging Scaffold. HOIST'\G AND 'Pe PORTAt,I,E ENGINEERS� I aI.L Below 1 .?S 1 .4% 50 OS Listed below are baso wage rates for 19 groups of workers. The group number is the numner contained in parentheses immediately following, the occupational title. :he wage rates are for Zone A; fcc information on Zones B• F see page L . Group L - 13. L2 Group 6 - 13.69 Group 11 - 14.03 Group L6 - 14.76 Group 2 - 1 - 23 Group 7 - 13.16 Group 12 14. 10 Group 17 - 14.92 Group 3 - 13.'1'j Group 8 - 13.°7 Group 13 - 14. 19 Group 18 - 15. 12 Group 4 - 13. 58 Group 9 - 13.94 Group 14 - L=+.37 Group 19 - 15.23 Group 5 - 13.60 Group 10 - 14.01 Group 15 - 14. 55 ')r,�gon PWR - January 1981 Page 7 FRINGE 3ENEFITS BASICHEALTH TRADE DISTRICT(Sl HOURLY ARID PENSION VACATION APPC. TR PATE WELFARE HOISTING AND PORTABLE ENGINEERS - Continued ASPH,.LT - Plant Oiler (1) , Plant Firer (3), Pugmill Operator (any type) (3) , TrucV mounted asphalt. spreader, with screed (3)•, Screed Operator (4) , Extrusion Machine Operator (5) , Asphalt Plant Operator (any type) (assistant to engineer required) (9) , Asphalt Paver Operator (Screed man required) (8) , Roller Operator (any asphalt mix) (7) , Diesel-Electric "ngineer, Plant (8) , asphalt Burner and Reconditioner Operator zany type) (assistant to engineer if required) (6) . BLADE - Blade Operator, Pulled Type (2) , Blade Operator (12) , Blade Operator, Finish (13), Blade Operator, externally controlled by electronic, mechanical hydraulic means (13) , Blade Operator, multi-engine (L3) , Auto Grader or "Trimmer" Operator (grade checker required)(16) . QLLDOZERS - 3ulldozer Operator (9) , Drill Cat Overator (9) , Side-Boom Operator (9) , 3ulldozer Operator, twin engine (TC12 anc similar type) (10) , Cable-Plow Operator (any type) (10), Tandem Bulldozer Operato-, Quad-nine and similar type) (16) . CLEARING - Log Skidders (9), Chippers (assistant to engineer if required) (9) , Incin- erator (assistant to engineer if requirad)(9) , Stump Splitter (loader mounted or similar type) (9) . COMPRESSERS - Compressor Operator (any power) under 1250 cu. ft . total capacity (3) , Compressor Operator (any power) over 1250 cu. ft. total capacity (4) . COMPACTORS - Selr-propelled - Compactor Operator, including vibratory (4) , Wagner Factor Operator or similar type (without blade) (5) , Compcctot Operator, with blade (9) , Compactor Operator, multi-engine (10) . CONCRETE - Plant Oiler (1) , Assistant Conveyor Operator (1) , Conveycr Operator (3) , Mixer Sox Operator (C.T.B., Dry Batch, etc.) (3) , Cement Hog Operator (3) , Concrete Saw Operator (3), Concrete Curing Machine Operator (riding type) (3) , Wire Mat or Brooming Machine Operator (3), Combination Mixer and CompresQor Operator, Gunite work (4), Concrete Batch Plant Quality Contrul Operator (5) , Beltcrete Operator (7) , Pumperete Operator (any type) (7) , Pavement Grinder and/or rooving Machine Operator (riding type) (6) , Mixer Mobile Operator (11), Cement Pump Operator, Fuller-Kenyon and similar (7), Concrete Pump Operator (7) , Grouting Machine Operat-% (7) , Screed Operator (4), Concrete Cooling Machine Oaerator (9), Concrete `fixer Operator, single drum, under five bag capacity (4), Concrete Mixer Operator, single drum, five bag capacity and over (7), Batch Plant and/or wet mix operator one and two drum (8), Batch Plant and/or wet n,ix operator, three units or more (12) , Cast in place pipe laying machine (6), Maginnis Internal Full Slab Vibrator Operator. (6), Concrete finishing machine operator, Clary, Johnson, Bidwell, Burgess bridge deck or similar type (6) , Curb Machine Operator Mechanical Bern, Curb and/or Curb and Gutter (6) , Concrete Joint Machine Operator (6), Concrete Planer Operator (6), Tower M.)bile Operator (7) , Power Jumbo Operator petting slip forms, etc. , in tunnels (5) , Slip orm Pumps, power driven, hydraulic lifting device for concrete forms (5) , Concrete Paving Machine Operator (assistant to engineer required) ()) , Concrete Finishing 14achine Operator (6) , Concrete Spreader Operator (6) , Concrete Paving Road Mixer (13) Automatic Concrete Slip Form Paver Operator (assistant to engineer required) (16) , Concrete Canal Line Operator (assistant to engineer required) (16) , Concrete Breaker (assistant to engineer if required) (111 , Reinforced Tank Banding Machine (K-17 or similar types) (assistxnt to engineer i, required) (12) . 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".�, ,� ...• �� i _ .•""" `ii.-. _ . FM.°"ns:• :';;- ___ _ ..il -_. __ .. - . _ .......Nw.:,,.,.. .. --_-- ,- ',G�._ _ _.r, � • � - _ I� Il��tltltl��tl��l��l►I�III�OIII�i'�t1tltlt�tlrltli��t�}III It�t�tlt�tli�tl�tit�tl Itll�tl��ll�fl (tltltltlllil111�111I111I�IrI�IlI�1l�ilililililillilr�rlllill�rlrliit�tli'�ti��l� i � � r" NOTE: IF THIS MICROFILMED ( ---? -- - 4 _———5 6 _ 7 9 10 _ 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE;-'IT IS DUE TO HIE QUALITY OF THE ORIGINAL DRAWING, nE 6Z BZ LZ 9Z SZ vz ^�� _�Z- IZ OZ 61 91 LI 91 51 bl 'I ZI i , Ot 8 8 L 9 S b E Z I" *' . • f ' �M'?'�^`''' ��I�nIIUIIIIuI�r��lr�r�lnllb1111111�)IIGIIt�tlMlnuluulltl�t��u��ullr'111nII�IUIiIt(J,IUIIIIIII►IrIIIIuIlu111111�1IIiIIIi 1ri�InIIu111Iu�Inl�unln111tu1llnt1111►�;I�IIII�IIIIInIIIItIIIttllltlthlil��llll�l�11�!Ilulllilllult�l1�11tI11 MARCH 301' 1992 r ')regon PWR - Janu,iry 1981 Page 8 7 F_RI`7GE BENEFITS BASIC HEALTH TRADE DISTRICTS) HO(JRLY AND PENSION VACATIfONPPR- TR RATE WELFARE HOISTING AND PORTABLE ENGINEERS - Continued CRANE - Oiler (1) , Truck Crane Oiler-Driver, 25-ton capacity or over ( ) Firer, all equipment (2), A-Frame Truck Operator, single drum (2) To Operator (2) , Helicopter Hoist Operator (4) , Hoist Operator, singleff2drum Type Hoist Elevator Operator (5) , A-Fra�ae Truck Operator, Double Drum 7 g (5) , (71 , Ces 9hicage Boom and similar Cy ( ) + Boom Truck Operator P ( ) , Lift Slab Machine Operator (9) , Boom type lifting device, 5-ton capacity or less (9) , Cherry picker or similar type crane hoist 5-ton capacity or less (9) , Crane Operator, under 25-ton (assistant to engineer required) (except for rough terrain) (11) , Hoist Operator, two drum (12) , Hoist Operator, three or more drums (12) , Derrick Operator, under 100-ton (two operators required when swing control is remote from hoist) (13) , Hoist Operator, stiff leg, guy derrick or similar type, 50-ton and over (13) , Cableway Operator, up co 25-ton (13) , Cableway Operator, 25-ton and over (16) , Crane Operator, over 25-tan and including 40-ton (assistant to engineer required) (13) , Crane Operator, over 40- ton and including 100-ton (assistant to engineer required) (16) . Crane Operator, over 100-ton and including 200-ton (assistant to engineer r2quired) (17) , Crane Operator, over 200-ton (assistant to engineer required) (18) , Tower Crane Operator (14) , (vliirlev Operator, 80-ton and under (assistant Co engineer required ) ( 16) , Whirley ?perator, over 80-ton and including t50-ton (assistant to engineer required)(17) , rhirlev Operator, 150-ton and over (assistant to engineer required) (18) , Operators, when used in erecting work (19) . Helicopter :RUSHER - Crusher Oiler (1), Crusher Feeder Tender (1 ) , Generator Operator (R) , Diesel-Electric Engineer (8)9 Grizzlev Operator (9) , Crusher Plant Operator (assist int to engineer and feeder tender required) (9) . 7RiLLING - Drill Helper (2) , Auger Oiler (2) , Churn Drill and Earth Boring Machine Operator (') , Drill Doctor (9) 9 Boring Machine Operator (assistant to engineer re- ;uired) (9) . Driller - Percussion, Diamond, Core, Cable, Rotary and similar type (10) FLOATING EQUIPMENT - Deckhand (1), Boatman 12) 9 Firer (4), Diesel-Electric Engineer (8) Jack Operator, elevating barges, Barge Operator, self-unloading (assistant c,) engineer required) (10) , Piledriver Operator (not crane type) (der_khand required) (13) , Floating Clamshell, etc. Operator, under 3 cu. yd. (firer or diesel-el.ectr?.c engine- er required) (13) , Floating Crane (derrick barge) Operator, less than 30-ton (assist- ant to engineer required)(13) , Floati%g Clamshell, etc, Operator 3 cu. vd. and over firer or diesel-electric engineer required) (16), Floating Crane (derrick barge) ,� rator, 30-ton but less than 80 ton (assistant to engineer required) (16) , Floatinx_ Trane (derrick barge) Operator, 80-ton but less than 150-ton (assistant to engineer r.equired) (17) , Floating Crane, 150-ton but less than 250-ton (assistant to engineer and a deckhand required) (13) , Floating Crane 250-ton and over (assistant to engineer and a deckhand required) (19). FORK LIFT - Self.-propelled Scaffolding Operator, construction job site (excluding -ocrking Platform) (1) , Fork Lift or Lumber Stacker Operator, constructicn job site (2), Ross Carrier Operator, construction job site (3) , Lull 11i-Lift Operator or ,imilar type (4) , Fork Lift, over 5-ton (4), Rock Hound Operator (15). (,ENERATORS - Generator Operator (8), Diesel-Electric Engineer (8). 'X ARDRAIL EOUIPMEW - Oiler (1) , Auger Oiler (2) , Oiler, combination guardrail machines (2) , Guardrail Punch Operator (all types) (assistant to engineer required) :uardrail. Punch Oiler (1), Guardrail Auger Operator (all types) (assistant to engineer required) (9) , Combination Guardrail machines, i.e. m,nch, auger, etc. assistant Co engineer required) (11). -10- )rl�Kon PVR - ;anuary 1981 Page 9 FRINGE BENEFITS BASIC HEALTH TRADE DISTRICTS) HOURLY AND PENSION VACATION APPC. TR RATE WELFARE HOISTING AND PORTABLE ENGINEERS - Continued HEATING PLANT - Temporary Heating Plant Operatot (2) , Surface Heater and Planer Operator (9). HYDRAULIC HOES - Hydraulic Backhoe Operator, wheel type 3/8 cu. yd. and under with or without front end attachments, 2 1/2 cu. yd. and unuer (Ford, John Deere, Case, type)(7) , Hydraulic Backhoe Operator, Track type 3/8 cu. yd. Note: Over 3/8 cu. yd. takes shovel classification rate (9). LOADERS - Bucket Elevator Loader Operator, Barber-Greene and similar types A) , Loaders, rubber-tired types, 2 1/2 cu. yds and under (6) , Elevating Grader operator, tractor towed requiring operator or grader (7) , Belt Loaders, Kolman and Ko Cal types (8), Loader Operator, front end and overhead, 2 1/2 cu. yds. and under 4 cu. yds. (9), Elevating Loader Operator, Athey and similar types (12) , Elevating Grader Operator, operated by Tractor Operator, Sierra, Euclid or similar types (13) , Loader Operator, 4 cu. yds. but less than 6 cu. yds. (15) , Loader Operator, 6 cu. yds. but less than 8 cu. yds. (16) , Loader Operator, 8 cu. yds. , but less than 12 cu, yds. 116) , Loader Operator, 12 cu. yds. and over (17) . OILERS - Oiler (1) , Guardrail Punch Oiler (1) , Truck Crane Oiler-Driver, 25-ton or over (2), Auger Oiler (2„ Grader Oiler, .required to check grade (2) , Service Oiler (greaser) (4), Grade Checker (2). PILEDRIVERS - Note: Crane rates apply when driving or pulling piling. Hammer Operator (9) , Piledriver Operator (not crane types) (assistant to engineer required) (12) . PIPELINE (SEWER WATER) - Tar Pot Firer (2) , Tar Pot Firer (power agitated) -(2) , Hydraulic Pipe Press Operator (3) , Hydra Hammer or similar types (4) , Pavement Breaker Operator (4) , Pipe Cleaning Machine Operator (9) , Pipe Doping Machine Opera- tor (9), Pipe Bending Machine Operator (9) , Pipe Wrapping Machine Operator (9) , Boring Machine Operator (assistant to engineer required) (9) , Back Filling Machine Operator (assistant to engineer required) (13) . PUMPS - Pump Operator, under 4" (1) , Pump Operator (any power) , 4" and over (3), Hydrostatic Pump Operator (1) , Pump Operator, more than 5 (any size) (4), Pot Rammer Operator (7). RAILROAD EQUIPMENT - Brakeman (1) , Oiler (1) , Switchman (1) , Motorman (3), Ballast Jack Tamper Operator (3), Locomotive Operator, under 40-ton (assistant to engineer required) (4) , Ballast Regulator Operator (7) , Ballast Tamper Multi-Purpose Operator (7) , Track Line Operator (7), Tie Spacer Operator (7), Shuttle Car Operator (7), Locomotive Operator, 40-ton and over (assistant to engineer required) (7). REMOTE CONTROL - Remote controlled earth-moving equipment (no one operator shall operate more than two pieces of earth-moving equipment at one time)(19) . REPAIRER, H. D. - Parts Worker (Tool Room) (1) , H.O. Repairer Helper (2) , Welder's Helper (2), Diesel-Electric Engineer (Plant or Floating)(8) , Bolt Threading Machine Operator (9). Drill Doctor- (Bit Grinder) (9) , H.D. thechanic (9) , H.D. Welder (9), .Machine Tool Operator (9) , Combination H.D. Mechanic-Welder, when dispatched and/or when required to do both (10) , Welder-Certified, when dispatched and/or required (10) RUBBER-TIRED SCRAPERS - Rubber-tired Scraper Operator, single engine, single scraper (12) , Self-loading, paddle wheel, Auger ype under 15 cu. yds. (12) , -11- Oregon PWR - January 1981 Page 10 FRINCI.t BENEFITS BASIC 4F-A.i.TH - TRADE DISTRICT(S) HOURLY A."M PENSIOM VACATION APPR. TR RATE WELFARE HOISTING AND PORTABLE E:1GINEERS - Continued RUBBER-TIRED SCRAPERS - Continued - Rubber-tired Scraper Operator, twin engine (12) Rubber-tired Scraper Operator with push-poll attachments (12) , Rubber-tired Scraper Operator, with tandem scrapers (14) , Rubber-tired Scraper operator, with tandem scrapers, multi-engine (16), Self-loading, paddle wheel. Auger Type 15 cu. vds. , and ovet� single engine (12) , Self-loading, paddle wheel, Auger co more units (14). pe, finish and/or 2 or SHOVEL, DRAGLINE, CLAIMSHELL, BACKHOE SKOOPER, ETC. OPERATOR - Oiler (1) , Grade Oiler (required to check grade) (2) , Grade Checker(2) , Firer (2) , Diesel-Electric Engineer (8), Stationary Drag Scraper Operator (3) , Shovel, Dragline, Clamshell, hoe, etc. operator; under 1. cu. yd. (assistant to engineer required) (11) , Shovel, etc. , 1 cu. vd. and less than 3 cu. yds (assistant to engineer required) (13) , Grade-all Operator, under l cu. yd. (assistant to engineer required) (11) , Shovel, etc. 3 Cu. yds. , but less than 5 cu. vds. , (assistant t-) engineer required) (16), Grade- all, 1 cu. vd. and over (assistant to engineer required) (13) , Shovel, etc. , 5 cu. yds. and over (assistant to engineer required) (17) . SIGNALLER - Bell Boy, phones, etc. Operat,,r (3) , Helicopter Radioman (ground) (') , SURFACING (BASE) MATERIAL - Roller Operator, grading of base rock (not asphalt) (') , Roller Operator, Oiling, C.T.B. (4) Tamping Machine Operator, ;mechanical self-pro- pelled (3) , 'l;rdrographic Seeder Machine Operator, ;craw, pulp or seed (3) , Rock Spreaders, self-propelled (6) , Pulva-mixer or similar types (5) , Blnde Mounted Spreaders, Ulr4.ch and similar types (12) , Chip Spreading Machine Operator (5) , Lime Spreading r,nevator, construction job site (5) . SWEEPERS - Btoom Operator, self-propelled, construction job site (3) , Sweeper Opera- tor. (Wavne Typi) self-prope_iled, construction job situ ;S) . TRACTOR - Rubber- tired - Tractor Operator. , rubber-tired 50 HP. Flywheel and under (5) , Tractor Operator, rubber-tired, over 50 HP. Flyer heel (9) , Tractor Operator, with boom attaclunent (9) , Rubber-tired Dozers and Pushers (Michigan, Cat Hough type) (10) . TRENCHING MACHINE - Oiler (1) , Grade Oiler (required to check grade) (2) , Trenching Machine Operator, mayimum digging capacity 3 ft. depth (any assistance in the operation shall be performed by an assistant to engineer) (5) , Trench Machine opera- tor, maximum digging capacity over 3 ft. depth (grade oiler required) (9) . Back filling Machine Operator (assistant to (--ngineer required) (13) , Wheel Excavator, under 750 cu. yds. per hour (grade oiler required) (16) , Canal Trimmer (grade oiler required) (17) , Wheel Excavator, over 750 cu. vds. per hour (two operators and at least one grade oiler required) (18) , Band Wagons (in conjunction with wheel excavator (18) . XNNEL - Mucking Machine Operator (11 ) , Convevor Operator (anv t ,pe) (,3) , ;} ie Operator (12), Air Filtration Equipment Operator (3) . ld UNDERWATER EQUIPMENT - Underwater Equipment Operator, remote -)r otherwise, ,hen used in construction work 119) . WELDING `fACHINES - Welding Machine Operator (1) . -1. - I Ore,,on PWR - January 1981 r^age Il FRINGE BENEFITS 3ASIC HEALTH TSE DISTRICT(S) HOURLY AM PENSION VACATION APPR. TR RATE WELFARE IRONWORKERS ALL 15.66 .93 1 1 . 90 - 1 10 Includes: SLructural Ironworkers, Orna.mental. Ironworkers, Machinery `".overs, Machine Erector, Riggers, Signallers, Welders and Burners, Fence Erectors, SheeLers and Reinforcing Ironworkers. ZoneA LABORERS, GROUP I ALL *10.,93 1 1 .Z0 1.40 1 .00 . 10 Includes: General Laborers, Asphalt Plant Laborers, Asphalt Spreaders, Batch Weigher, 3roemars, 3rush Burners and Cutters, Car and Truck Loaders, Carpenter .envier, Change-House Attendant or Dry Shack Attendant, Choker Setter, Ciean pp :.aborers, Concrete Laborers, Culvert Hand Labor, CuringiConcrete, Demolition, :;recking, and moring Laborers, Driller Helpers, Dumpers, Road Oiling Crew, Dumper (for grading crer.) , Elevator Feeders, Fence B<<ilders (including Guard Rail, 14edian Rail, Reference ?3st, Guide Post, Right-of-Way Marker) , Fine Graders, Flaggers, Traffic, ^orm StrLppers (nor_ swinging stages) , Landscaping or Planting Laborers, Leverman or Aggregate Spreader (Flaherty and similar types) , Loading Spotters, Material ''ard Worker ng electrical Powder Worker Helper. _ Zone A LABORERS GROUP I: _ ALL I *I1 . 19 1 ? . '0 1 . a0 1 1 70 ._J 10 Lncludes: Applicator (including Pot Tender for same) , applying protective material by hand or nozzle on utility lines or storage tanks on project, Brush Cutters (Power Saw) , Burners, Choker Splicer Clary Power Spreader and similar types, Clean-Up Nozzle Worker.-, Green Cutters (concrete, rock, etc.) , Concrete Power Buggyman, Crusher Feeeer, Demolition and Wrecking Charred Material, Grade Checker, Gunite Nozzle Worker Tender, Gunite or Sand Blasting Pot Tender, Handlers or Mixers of all Materials of an irritating nature (including cement and lime) , Pittsburgh Chipper Operator or similar types, Railroad Track Laborers, Ribbon Setters (including steel forms), Rip Rap Placer (hand-placed) , Riad Pump Tender, Sewer Labor, Signaller, Skip Tender, Power Tool Operators (including but not limited to: dry pack machine, jack- hammer, chipping guns, paving breakers, vibrators (less than 4" in diameter) , Post ?-Tole Digger; Air, Gas or Electric, Vibrating Screed, Tampers, Ribbon Setter -Head, Rip Rap Placer (head) ; Hand Placed, Sand Blasting (wet) , Stake Setter, Tunnei- Muckers, Brakemen, Concrete Crew, Bull Gang (underground) , Slopers Sprayer, Stake Chaser, Stockpile: Timber. Faller and Bucker (hand labor) , Toolroom Worker (at job site) Tunnel Bull Gan (above round), Wei her-Crusher re atewhen .iced' . Zone A LABORERS GROUP III ALL 1 * 11 1 .00 . 10 Includes: Asphalt Rakers, Bit Grinder Drill Doctor, Drill Operators; Air Tracks, Cat Drills, Wagon Drills, Rubber-mounted Drills, and other similar types, Concrete Saw Operator, Gunite Nozzle Worker, High Scalers; Strippers and Drillers (covers work in swinging stages, chairs or belts, under extreme conditions unusual to normal drilling, blasting, barring-down, or sloping and stripping) , Laser Beam (pipe laying Applicable when employee assigned to move, set-up, align Laser Beam, Manhole Builder Powder Worke-, Power Saw Operators (Bucking and Falling), Pumperete Nozzle 'corker, Sand Blasting (dry), Sewer pipe layers, Sewer 'rimber Setter, Track Liners; Anchor Machines, Ballast Regulators, Multiple Tampers, Power Jacks, Tugger Operator, Tunnel-Chuck 'fenders, Nippers, and Timber Setters; Vibrators (4" and larger) , Water BlAster, Welder. .one A LABORERS GROUP IV ALL * 11 ..3 1.20 1 . . 10 Includes: Laser Beam (tunnel) - applicable when the employee assigned to move, set up and align Laser Beam, Tunnel Miners, Tunnel Powder Worker. *NOTE: The wane rates are for Zone A: for information on :'ones B-F see page l )regcn ?TWR - January 1981 Page 12 CRINGE BENEFITS BASIC HEALTH TRADE DISTRICTS) HOURLY AND PENSION VACATION APPR. Tr RATE WELFARE `tILLWRIGHTS GROUP I ALL 14.05 1 1 .00 1 .00 .65 07 Includes: Millwrights and Machine Erectors Journeymen Riggers and Burners. MILLWRIGHTS GROUP iI I ALL 14,20 1 .U0 1 .00 .65 .07 Includes: Welders and Instrument Men. PILEDRIVERS GROUP I AlL 13.90 1 1.00 1.00 .65 .07 Inlcudes: Piledrivers, Bridge, Dock, Wharf Builders (for actual time working with creosote and other toxic treated wood material, diesel hammer only, workers shall receive 25c oer hour premium PILEDRIVERS GROUP II ALL 14.00 1 .00 7657 .07 Includes: Boommen See TEAMSTERS ALL Below 73TI . 19 1 .OU .08 Includes: *Base Wage A-Frame or Hydralift Truck with Load Bearing Surface. . . . . . . . . . . . . . . . . . . 12. 58 Battery Rebuilder. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12.53 Bus or :Nan-Haul Driver. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12.53 Concrete Buggies (Power Operated) . . . . . . L2.. 53 Drivers and Helpers handling sacked -- add 15c per hour Dump Tricks, Side, End and Bottom Dtunps, including Semi-trucks and r_rains or combinations thereof: 6 =u. yds. and under. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12,53 Over 6 cu. yds. and inc. 10 cu. yds. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12.63 Over 10 cu. vds. and inc. 20 cu. yda. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12.83 Over 20 cu. yds. and inc. 30 cu. yds. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12.93 Over 30 cu. yds. and inc. 40 cu. yds. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13.03 Over 40 cu. yds. and inc. 50 cu. yds. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13. 13 Over 50 cu. vds. and inc. 60 cu. yds. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13.30 Over bO cu. yds. and inc. 70 cu. yds. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13.40 Over 70 cu. yds. and inc. 80 cu. yds. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13.50 Over 80 cu. yds. and inc. 90 cu. yds. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13,60 Over 90 cu. yds. and inc. 100 cu. yds. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13.70 Dumpsters or similar Equipment-all sizes. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12.73 Flaherty Spreader Driver or Lever-man. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12.68 Lift Jitneys, Fork Lifts -• All Sizes - used in loading, unloading, and transporting material on job site. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12.53 Loader and/or leverman on Concrete Dry Batch Plant, manually operated. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12.53 Low Bed Equipment_, Flat Bed Semi-Truck and Trailer or Doubles transporting equipment or wet or dry materials. . . . . . . . . . . . . . 12.68 Lubrication `tan, Fuel Truck Driver, Driver, Tireman, Wash Rack, Steam Cleaner or combination. . . . . . . . . . . . . . . . . . . 12,38 Lumber Carrier, Driver-straddle Carrier - used in loading, unloading and transportation of material on job site. . . . . . .. . . . . . . . . . . . . . . . . . . 12.68 OilDistributor Driver of Leverman. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12.68 Pilot Car. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12.53 Slurry Truck Driver or Leverman. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . 12.63 Solo Flat Bed and Miscellaneous Body Trucks - 0-10 tons. . . . . . . . . . . . . . . . 12.53 Transit Mix and Wet or Dry Mix Trucks 3 cu. vds, and under. . . . . . . . . . . . . 12.53 over 5 cu. yds. and inc. 7 cu. yds. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12.73 over 7 cu. yds. and inc. 9 cu. yds. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12.83 over 9 cu. yds. and inc. 11 cu. yds. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12.93 over it cu. yds. and inc. 13 cu. yds. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13.03 over 13 cu. yds. and inc. 15 cu. yds. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13.13 Team Drivers. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12.58 Tireman, Fulltime basis. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12.63 -14- I Oregon PWR Janua:y 1981 Page 13 FRINGE BENEFITS BASIC HEALTH TRADE DISTRICT(S) HOURLY AND PENSION VACATION 1PPR. TR _ RATE WELFARE TEAMSTERS - Continued Truck Helper. . . . . . . . . . . . . . . . . . . . . . . . " • • • • • • • • • 12. 53 Truck Mechanic Welder - Body Repairer. . . . . . . . 12.83 Truck Mechanic Helper. . . . . . 12.53 Warehouse Worker (warehouse parts, tool men and parts chaser, Checkers and Receivers) . . . . . . . . . . . . . . . . . . . . . . . . . 12.53 Water Wagons (Rated Capacity) Up to 1600 gallons. . . . . . . . . . . . . . . . . . . . . . . . 1600 to 3000 gallons. . . . . . . . . . . . . 12.53 . . . . . . . . . . . . . . . 12. 63 3000 to 5000 gallons. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12.68 5000 to 7000 gallons. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12.83 1000 to 10,000 gallons. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12. 93 10,000 to 15,000 gallons. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13.03 Winch Truck - Takes classification of truck on which winch is mounted *NOTE: The Nage rar_es are for Zone A; for informatio; on Zones B-F see page 1 . NAME AND AOORESS OF -ONTRACTOR DATE OF ::•R11fICATION STATE OF OREGON „R SUSCONrQACTOR PUSUC WORKS CONTRACTOR DATE OF 510 SPECIFICATIONS l WAGE CERTIFICATION PUSUC CONTRACT NG ACENw CONTRACT NUMBER LMATiON OF W K i NSTRUCTIONS: 2. Submit this completed form before the first Payment And before the final payment to that public contractinq agency. A hue copy of Ibis I. Oregon Law (OILS 279.3511 specific$ that no payment may be form must be filed with the Bureau of Labor and Industries, 405 made in public work contracts unless the eontreetor or sub- State OfAce Buildinq, Pot-Hand, Oregon 97701. coA"Wor, or surety, provides .t certificate dating the hourly rate of wagss raid to the workarsT and also cartifyinq shat such ata 3. List below each classification of workers employed on this contract It iot below, -ha prevailinq vies lop the locality as letermined and the 4ourlr •ata paid. R a not necessary to list suporvitory and by 'he Commissioner of he Bureau of Labor snc Industries, "h s office personnel. form h required in Takinq surh carwicAtion. 4. Complete the affidavit on his form snd have if n starited. 'RAGE OR :)CCUPATI'7N "ASSIFIC.ATION, BASIC _ sRINGE BENEFITS PAYMENTS NCLUOE 34CUP NIJMEER NMpRE APPROPRIATE WE k N eENSIONS yACATION ANO MOLIOAY AT PP,OR T:, :TMERS I i l I i t I I L � A i i i i I i I + i i � I � I i I =CCi';014AL SPACE ON SACK $.ASIC ;QINGE 3ENEFI'S PAYMENTS TRAO! OR OCCUPATION CLASSIFICATION -Onto� I 1.-. I H i'W PlNSIONS VACATION +rv0 -,Uluar app ;�Q fQ. 7fHER� � s I I I I I I I APpQENTICES $ASIC 'aAOE --R )CCUPATION P -OUQIY lRIOD TArE ti i ,p I eENSION3 VACATION AND HOLIDAY I AP/ OR III. , OTHERS � I r I i I I i I I I f � I OVERTIME PROVISIONS ARE 'WORKERS PAID NO LESS THAN TIME AND ONE HALF THEIR REGULAR RATE OF PAY FOR HOURS WORKED OVER 8;DAY AND/OR AO/WEEK? YES NO (CHECK ONEI AFFIDAVIT Before payment is made of any turn due on account of a contract for Beinq first duly swarm. I horeby certify that the hourly rate of wogol thcwn OR this forts was paid tech Mollification of workmen @employed by a public work, the 1184 treasurer or the heasurer of the county, city, . , (my principal) upon the public work project tpacified above. I dilfrlcf, authority, public corporation or onti►y or of any of Their instru• fu rhe? certify that no workman arnaloyed by me )my arincipal) upon mentalities organised and existing undar charter or law, at other officer laid public work has been paid leu than the provatling rate of wage or charged with the disbursernent of funds applicable to the contract under leu then the minimum hourly •„to of wage specified in the confract for laid public work. I have rted Ohio staternonl and certificate and know the and purtuaMf 4 which payment is made, shall require the contractor Of eomtenfs thereof and the tame is true to my knowledge. h t surety and every subcontractor or hit surety to file a staternenf in writing in farm prescribed by the State labor Commissioner, certifying SIGNATURE 'ITLE th• hourly rah e, wag• paid 084thelauifieafien of workmen employed by him upon such public work, and further cartifyinq that no werkrnam SUSCON• -CN 'S ❑ SUBCONTRACT employed by him upon such public work has been paid leu than the pro. ❑ CONTRACTOR ❑ TRACTOR ❑ SURETY TORS SUQE'Y •ailinq rate of wage or lots than the minimum hourly raid of wage soacified —� In the contract, which certificate and ttatemenf thall be rarified by ft,• SUBSCRIBED AND SWORN .O BEFORE SAF oath ei the contractor or his tush/ or subcontractor or hit surety the, ho 401ANY sU UC I has read such statement and certificate and knowt the content, thereof j and that the same s true to his wnowladge. -2- PART 2 CONTRACT FORMS CnNTNACT This Contract, made and entered into this . . . . @ day of . . . . . . . . . . . . . . . . . # 19. . . , by and between the Metzger Water District, a municipal corporation, hereinafter called tree "owner" , and . . . . . . . . • • . . . ON . . . • • . . . . . . . • . . . . . . . . . . • • . . . • . • . • . . . . . . . . . . ! . . . . . . . . . . . . . . • . . . . . . • . . . • . . . • • . . . . . • . . • . . . . . . . • . • . . . • . . . . . . . . . • . . . • . . . . . . . . . . . . . . . • . . ► Of • . . . • • . . . . . . . . . . . • . • . . . . . . . . . • • . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . , hereinafter called the "Contractor" ; WITNESSETH : The CortrActor , In consideration of the sum to be paid him by the Owner And of the covenants and aoreements herein contained, hereby agrees at his own proper cost and expense to do All the work and furnish all the materials , tools , labor , and all appliances , machinery, and appurtenances to the extent of the Proposal made by the Contractor, dated the . . . . . day of . . . . . . . . . . . . . . . . . . . . . 19. . , , all In full compliance with the Contract Documents referred to herein. The MI)DiNG REWU PEMENTS, includinq the signet copy or the Proposal , the CONTNACT FOPM5, the CnNDITIONS OF TNF CONTPAC:T, the SPECIF'ICAT10NS, ano the DNAWINGS, which consist of 3 sheets entitled "S.W. HAmpton Street Water Pir,eline, " nrawinu No. P1390I .A0► dated April 14H1 , Are hereby referred to and by reterencp made i part of this Contract as fully and completely as If the SAMe were fully set forth herein and are mutually cooperative therewith , In consideration of zhe performance of the work as set forth in these Contract Documents , the 0wrier agrees to pay to the Contractor the amount bl,d in the Proposal As aijusted in accordance with the Contract DOCUm?rt5, or as otherwise herein nrov1,ieA# and to make such payments in the manner ani at the times provided in the Contract documents. The Contractur Agrees to complete the work within the time snecitied herein and to Accept as full payment hereunder the amounts cor,puted as determined by Vie Contract Documents and haled on the said Proposal . The Contractor aiirees to remedy all defects appearing in the work or developing in the materials furnished And the workmanship performed under this Contrac,_ for a period of 1 year after the date of Acceptance of the work by the towner , anJ further agrees to indemnify and save the owner harmless f: 01T1 any costs prcountPred in ren+Pd_vinq such defects . P1 4901 .Ao1 Contract 1 The provisions required �y ORS 279. 35U relating to prevailing wage rates are made a part of this Contract as completely as if the same were fully yet forth herein. ' t is agreed the time 11rttit for completion of the Contract, based upon the Proposal shall he the lay of . . . . . . . . . . . . . . . . . . . @ , 1000 . In the event that the Contractor shall fail to complete the work within the time limit ()r the extended time limit agreed upon, as more Particularly set forth in the Contract Documents, liquidated damages snail he nAtfi At the rate of Stun per day. Sundays and legal holidays shall be e;,cludpd in determining days in default. IN 4ITNESS WHERLIJF , we, the parties hereto, each herewith suoscribe the same this day of . . . . . . . . . . . . . . . . . . . . . A.D. , 19. 0 . MH.TZGFR WATER DISTHtCT Hy " . 0 . . . . . . . . . see . . . . . . . . . . . . . . . TI t I e . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Contractor Ry . . . . . . . . . . . $ . . . . . . . 0 . . . . . . . . . . Title . . . . . . . . . . . . . . . . . . . . . . . . . APMIV1 ,D AS TO FORM Attorney I P13901 .A0 Contract 2 Rev, 2/79 OREGON PFPFORMANCF AND PAYMENT HOOP ------ ----------- --- --••---- --.,- BOND NO* . . . . . . . . . . . . . . . . . . . . . . . . . AMOUNTS 8. . . . . . . . . . . . . . . . . . . . . . . . KNOW AI,L MM:N BY THESF PRESENTS, that . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . as C.ONTRACTOP (Principal) ► and . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a corporation► duly authorized to do a 4eneral surety husineaa fn the State of nregon, as SURETY► are jointly and severally held and bound unto . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . the OWNER (Obligee) nereln, in the sum of . . . . , • s • • • • • • . • • • • • • • . • • • 6 • • • • • . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . • . . . . . . .DnLLAR5 (S. . . . . . . . . . . . . . . . . . • . • • ) ► for the payment of which we bind ourselves► our heirs, executors, administrators► successors ► ind assigns, jointly and severally, firmly by these presents . This bond is executed under the authority of OPS Chapter 279► of. the State of Oreton, the provisions nf which are hereby incorporated into this bond and made a part hereof . THF CONDITIn�, OF THIS ORLMATION IS SUCH THATS 4HERFAS► . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r the CONTRACTOP entered into A certain Contract with . . . . . . . . . . . • . . . 6990 • . . 9 • • . • • • • • • • • . • • • • • . • . 9 • • • • • • . • • . . • • • • • . • • • '. . . • . . • . . . • . • • • • • ► t h e C W N F R, f O r • • . • • • • • • • • • • . . • • • • . • • • • . • • • 9 • • • • • . . • . • to • . • . • • • . • • • • • • . . . • • • . • . . - • • , • • . • • • . • • • • • • • • • • • • • • • • • , • • • 6 • • • • • • • • • . O • • • . • • • . • . • . . • • , • • • . • • . • . • . • • . . • • • IN WITNESS! NOW, THE;RE:FnPE, if the CONTRACTOR shall faithfully perform all the provisions of such contract for the duration thereof► includinq the 1-year guarantee period, and promptly say all lat+orers, mechanics, subcontractors► materfalmen, and all persons who shall supply such work and services, and save harmless the OWNED, !ts officftrs, agents, and Pmployees from all claims therefor, or from any claim for damages or injury to property or persons arisinq by reason of the wnrXj and shall , in the time and manner► And under the t&rms and conditions prescribed, well UR P&P Hand 1 and faithfully do, perform, and furnish all ratters ani thinis as tY them In the contract undertaken, and as by law, local , State, dnd FeAeral , nrescrlhed, then this onligation shall be void; otherwise it shall remdln S'.n full. force and effect . PkuVIm-r' NOwF;VEP: Tr no event shall the S"RFTY be liable for a greater sum than the penalty Of this bind. Vie SUPFJY for the value received, herebv stipulates and agrees that rim cnAnae, extension of time, alteration, or addition to the terms of the Contrart , or to the work to he performed thereunder, or the Specifications acrompanyinq the same, shall in Any way affect its ohligetions on this r.ond, Anel it does hereby waive notice of any such change, extension of time, Alteration, or Addition to the terms of the Contract , or to the Fork, or to the Contract Documents . Signed and sealed this . . . . . day of 1q • • • • • r • • • • • . • • . • • • • • • . e • • • • • • • • �C� A 1,l cnNTR�,cr�u S��kE.7 r AY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Attorney•In•Fact �prrnved as to form: r +r w • • � t r4 P&P Pone? 2 PART 3 CONDITIONS OF THE CONTRACT Rev. 5/79 i)NEGUN GENERAL CnNDITIONS ------ ------ ---------- C,UNTENTS Page DEFINITIONS ----------- 1 . AS APPROVED . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . 5 2. AS SHOWN, ANG AS INDICATED . . . . . . . . . . . . . . : . . . . . . . . . . , . . . . . . . 5 3 . BIDDFk . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . 5 4 . CONTRACT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 S . CONTRACT DOCUMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 6 . CONTFACTORh . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 , DAYS . . . . . . . . . . 9 9 . . . . 9 9 9 . . . . . . . . . . . . . . . 1 . . . . . . . . . . p . D R AN 114 G S . . . . . . . . . . . 9 9 9 9 . 9 9 9 9 . . 0 0 . . . . . 9 . . . . • 9 . . . . . . . . . . . . . . . b 9. 1%NGINE.FR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . n 1 1 , n R F Q V A iJ . . . . . . . . . . . 9 . . , . . . . . . . . 9 . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 . OWNER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 . PLANS (See DRAWINGS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • . • • • • • • • 7 14. SPFCIF1CAT10N5 . . 99 , . . . 999 . 9 . . . . . . . 9 . 9 . . . . . . . . . . . . . . . . . . • . . . 7 15 . SUBSTANTIAL COMPLF.TION . . . . . . . . . • . • • • • • • • • • • , . • • • • • • • • • ^ • • • • 7 The WORK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 CUNfRACT DOCUMENTS -------- --------- 17 . INTENT OF CONTRACr DGCU4LNTS7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . nR Gen. Cond. i PA9p 1E . DISCHEPANCIES AND OMISSIONS . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . 7 19. ALTFPATTONS . . . . . r • • • • r • • • • • • • • • • • . • • • • r • • • • . • • • • • . r . • r • • • • • e 20. VERIFICATION AND WARRANTY . . . . . . . . . . . • . . . . . . . . . . . . . . . . • . . . . . 8 21 . DOCUMENTS TO BE KEPT ON THE JOBSITE . . . . . . . . . . . . . . . • r • . . • • • . 9 22. ADDITIONAL CONTRACT DOCUMENTS . . . . . . . . . . . . . . . 9 • 23. OWNERSHIP OF DRAWINGS . . . . . . . . . . r . . . . . • .'. . . . • . . . . . . . . . . . . . . . 9 THE ENGINEER 24. AUTHORITY OF THE ENGINEER . . . . . . . . . . . . . . . . . . . . • . . . . . • . . • . . r . 9 25. DUTIES AND RESPONSIBILITIES OF THE ENGINEER 9 26. REJECTED MATERIAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . 10 27. UNNUTICE:D DEFECTS . . . . . . . . . . . . . . . . . • • • • • • • • • • • • • • • • • • • • . • . . . 10 28 . RIGHT TO RETAIN IMPEPFECT WORK . . . . . . . . . . . . . . . . • • . • • • . . . • • • . 10 29. LINES AND GRADES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 30. SHOP DRAWING SUBMITTAL PROCEDURE . . . . . . . . . . . . . . . . . • • . • • • • • • . It 31 . DETAIL DRAWINGS AND INSTRUCTIONS . . . . . . • . . . . . . . . . . . . . . r . . . . . 12 THE CONTRACTOR AND HIS EMPLOYEES ... ....•..... ... oo. ..•...... 32. CONTRACTOR. AN INDEPENDENT AGENT . . . . . . • . . . . . . . . . . . . . . . . • . . . 12 33. SUBCONTRACTING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 34. INSURANCE ANn LIABILITY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 35. INDEMNITY . . . . . . . . . . . . . . . . . . . . . . a . . . . . • . . . . . . . . . . . . . . . . . . . . . 14 36. TAXES AND CHARGES • • • • • • • • • • • . . . . . e . . . . . . . . . . . . . . . . . . . . . . . . . 15 37 . ORDINANCES► PERMITS. AND LICENSES . . . . . . . . . . . . . . . . . . . . . . . . . . t5 38. SUPERINTENDENCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . 15 OR Gen, Cond. 2 Nage 39. RECEPTION OF LNGINEER'S DIHECT:ONS . . . . . . . . . . . . . . . . . . . . . . . . . lb 40. SANITATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . lb 41 . EMPLOYEES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 42. REQUIREMENTS OF OREGGN LAW FOR PUBLIC CONTRACTS . . . . . . . . . . . . lb 43. SAFETY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 44. CONTRACTOR'S 'PnOLS AND EQUIPMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 45. PROTECTION OF WORK AND PROPERTY . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 46. RESPONSIBILITY OF CONTRACTOR TO ACT IN EMEF GENC,'Y . . . . . . . . . . . 19 47 . MATERIALS AND APPLIANCES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 48. CONY ACTORS' AND MANUFACTURERS' COMPLIANCE WITH STATE SAFE;TYp OSHA, AND EITHER CODE REQUIREMENTS . . . . . . . . . . . . . . . . . . 19 49. SUBSTITUTION OF MATERIALS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 50. TESTS, SAMPLES, AND INSPECTIONS . . . . . . . . . . . . . . . . • . . . . . . . . . . . 20 51 . ROYALTIES AND PATENTS . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 52, CONTHAcrnR'S RIGHT TO S'TUP 'WORK OR TERMINATE CUNTPNCT sooseo 20 53. CORRECTION OF DEFECTIVE WORK AFTER FINAL ACCEPTANCE . . . . . . . . 21 PROGRESS OF THE; WnkK .......• .. ... .... 54. BEGINNING OF THE WORK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 55. SCHEDULES AND PROGRESS REPORTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 56. PROSECUTION OF THE WORK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 57. ASSIGNMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . 12 58 . OWNEF'S RIGHT TO DO WORK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . 0 22 54 . UWNLP'S RIGHT TO TRANSFER EMPLOIME4T . . . . . . . . . . . . . . . . . . . . . . . 22 60. DELAYS AND EXTENSION OF TIME . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 OR Gen, Cond. 3 Paae wwww 61 . LIQUIDATED DAMAGES • • • • • • • . • • • • • • • . • • • • • • • • • « • • • • • • • • • s • • . • • 24 62. OTHFR CONTRACTS • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . 24 63. USE OF PREMISES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . « . . . . . . . . • . . . 25 64. SUBSTANTIAL COMPLETION DATE . . . . . . . . . . . . . . . . . 25 25 65. PERFORMANCE TESTING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 66. OWNE'R'S USE OF PORTIONS OF THE WURF . . . . . . . . .. . . . . . . . . . . sees 7.b 67 . CUTTING AND PATCHING . . . . . . . . . . . . . • • • • • • • • • • e • • • • • « • • • • • • • • . 26 66. CLEANING UP . . . . . . . . . . • . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2b PAYMENT www.rwww 69. PAYMENT FUR CHANGE f1FDF:RS . . . . . . . . . . . . . . . . . . . . . • • • . • ss . s . . . a 26 70. PARTIAL PAYMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29 71 . CLAIMS • . • • • • • • • • • • . • • • • . • • • • • • • • • e • • • . s • • • . . s . . • • • • • • • . . • • 3V 72. NOTICE OF CLAIM FnR DFLAY . . . . . . . . . . . . . . . . . . . . • • • • • • • • • • • • • . 31 73. RELEASE OF LIENS OR CLAIMS . . . . . . . . . . . . . . . . . . . . • • • • • • . . e • • . . 31 74. FINAL PAYMENT . « . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . 31 75. NO WAIVER OF RIGHTS . . • . . . . . . . . . • . . . . . . . . . . • • . . . . • . . • . . . . . • . 32 76. ACCEPTANCE OF FINAL PAYMENT CONSTITUTES RELEASE . . . . . . . . . . . . 32 OR Gen. Conde 4 OREGON GFNERAL CONDITIONS ------ ------- ---------- These GE:NE.RAI, -ONDITIONS contain contractual-legal Articles that establish the requirements and conditions governing responsibility, c)ollcv, ar,d procedures that apply durinq the construction and warranty period. This part of the Contract Documents is preprinted. Any modifications to the following Articles that are special to the project under consideration will be made in Lhe SUPPLEMFNTARY CONDITIONS. Requirements and conditions that have special significance to the Contract for the contemplated work on this project are as set forth in the remaining sections of these Contract Documents . 0VVI NIT10K5 Wherever in the Contract Documents the fc'.lo«ing terms are used, the Intent and meaninv shall by interpreted as fol ' ows : 1 . AS APPR(aVFr� The words "as approved" , unless otherwise qualified, shall he understood to he followed by the words "by the E:n,11neer " . 2. AS SNI)WN, AND AS INDICATED The words "as shown" and "as indiCated" shall be un,'le.rstool to be followed by the words "on the Drawings" . 3 . BIDDKJt The Person or persons , partnership, tirm, or corporation submittin4 A Proposal for the work contemplated. 4. C11N'rRACT The "Contract " is the written agreement coverinT the performance, of the work and the furnishing of labor, materials , incidental services , tools , and equipment in the construction of the work. It includes supplemental agreements amend.iri or Pxtending the work conternlated and wniCh may be required to Complete the work in a substantial and acceptable manner . Supplemental agreements are written agreements covertnq alterations ► amendments , or extensions to the Contract and include Contract Change llrders . 5 . CONTkACT DO,-11%-FNT3 The "Contract Documents " consist of the Bidding RequirPments , Contract forms, Conditions of the Contract , the Specifications , and the Drawings, includin4 all modifications thereof incorporated into the Documents before their execution, and includinq all other requirements incorpnrated by specific reference thereto. These form the Contract . DR Gen. Cond. 5 CONTPACTUH The person or persons , partnership► firm, or corporation who enters into the Contract awarded him by the owner . 7 . DAYS Unless otherwise specifically stated, the term "days" Will be unaerstood to mean calendar days . 6 . UHAv,1NGS The tern "Drawings" refers to the official Drawinas , profiles► cross sections► elevations, details, and other workinn drawings and supplementary drawings, or reproductions thereof, signe(i by the Fnqineer ► which show the location, character , dimensions , and details of the work to he performed. Drawings may either be bound in the same Gook as the balAnce of the Contract Documents or hound In separate sets , and are a Dart of the Contrac Documents, regardless of the metho,i of binding. 9. LAC INtEH The person or orianizat.ion idPntifted as such in the Contract Documents . The term "Engineer" means the Engineer or his authorized representative. 10 . WIT TCL The term "notice" or the requirement to nctify, as used In the Contract hocunents or applicable StAte or Federal statutes , shall signify a written communication delivered in person or by certified or reaisterea mail to the individual , or to a inember of the firm, or to an otticer of the corporation for whom It is intended. Certitied or registered mail shall he addressed to the last busi ..ess address known to him who gives the notice. 11 . UH EQUAL The term "or equal" shall be i1nderstood to indicate that the "equal" product is the same or better than the product named in function. Performance, reliability► quality, and neneral configuration . retprr-inarIon of ^quality 1n reference to the rro }ect desian requirements will be made by the Fngineer . Such "eMual " products shall not be purchased or installed by the Contract. without the Engineer 's written approval . The person, organia.atIon, o, pub ltc hody Ident Itied as such In the Contract Documents . (jR Gen. Gond. 6 1 .3 . PLANS. (See DRAWINGS) 14 . SPECIFICATIONS The term "Specifications" refers to the terms, provisions , and requirements contained herein. where standard specifications, such as triose of ASTM, AASHTO, etc. , have been referred to, the applicable portions of such standard specifications shall become a part of these Contract Documents . 15 . SOBSTAbl'14L COMPLF_TTnN "Substantial comcletlin" shall be that degree of completion of the project or a defined portion of the project, sufficient to provide the Uwner , at his discretion, the full-time use of the project or defined portion of the project for the purposas for which it was intenoed. Ib . hURK The word "work" within these Contract Documents shall include all material , labor, tools , and all appliances , machinery, transportation, and appurtenances necessary to perform and complete the Contract , and such additional items not specifically indicated or described which can be reasonably inferred as belonvinq to the item descrihed or indicated and as required by gond practice to provide a complete and satisfactory system or structure. As used herein, "provide" shall be understood to mean "provide complete in-place" , that is , " furnish and install" . CONTRACT DUCilmN.NTS -------- --------- 17 . INTENT OF CONTRACT DuC LIMENTS The Contract Documents are complementary, and what is called for by one shall he as hindin9 as if called for by all . rhe intent of the Docun,ents is to include all work (except specific iteMS to be furnished by the nwner ) necessary for completion of the Contract . Materials or work described in words which so applied have a well-known technical and trade meaning shall be held to refer to such recognized standards . 18 . L1M'AF,PANC1F5 AND OMISSIONS Any discrepancies or omissions found in the Contract Documents shall he reportei to the E:nginrer immediately. The Engineer will clarify discrepancies or omissions , in writing, within a reasonable time . UR Gen . Cond. 7 In resolving inconsistencies among two or more sections of the Contract Documents, precedence shall be given in the following order : 1 . CONTFAC'r 2, SUPPLEMENTARY CONDITIONS 3, 1NSI PIICTIONS TO RIUDERS 4, GFNFPAL CnNDITIONS 5 , ,SPECIFICATIONS 6. 7)R.AWING9 Fi �Iure oirrer,sions on Drawings shall take precedence over scale dimensions, detailed Drawin4s shall take precedence over general r)rawings . 19, 4LTERATInNS The owner , without invalidating the Contract, may order chanties in the work within the general scope of the Contract by altering, adding to, or deducting from the work, the Contract beinq adjusteti accor,lingly. All such work shall be executed under the conditions of the orlainal Contract , except As specifically adjusted at the time of ordering such Chance. In giving instructions, the Fnaineer may order minor changes in the work not Ir-volvinq extra cost and not inconsistent with the purposes of the uroject , but otherwise, except in an emergency endanger Inc life or vroperty, additions or deductions from the work shall be pertormed only in pursuance of an approved Change rimier fron the Owner , signed or countersigned oy the Knoineer , or a Change Order from the Enylneer stating that the Owner has authorized the deduction, addition, of change, ani no claim for additional payment shall be valid unless so ordered. If the work is reduced by alterations , such action shall not constitute A claim for aamaaes hated on loss of anticipated profits , 20 , VERIFICATION AND WARNANTY The Contractor shall thoroughly examine and become familiar With all of the various harts of "hese Contract Documents And determine the nature and location of the work, the general and local conditions, and all other matters which can in any way affect the work unuer this Contract . Failure to make an examination necessary for this determination shAll not release the Contractor from the oollaations of this Contract . The Contractor warrants that no verbal .iore-,ment or conversation with any officer, agent, or employee of the Owner , or with the Fngineer either before or after the execution of this Contract , has affected or modified any of the terms or obligations herein contained, HP Gen. Cond. 9 21 . DOCUMF'NTE TO HE KEPT M THE; insSITF-. The Contractor shell keep one copy of the Contract Documents on the jobsite, In good order ► available to the Engineer And to his representatives . 'I1 . ADDITUINAL rONTRACT DHCUMFNTS The Engineer will furnish to the Contractor on request and free if charge► six copies of the Contract Documents and six sets of fell-size Dra-vings . Additional copies of Contract Documents or Drawings .nay be ohtained on request by paying the actual cost of reproducing the Contract Documents or Drawings . 13 . ONNEPSHIP OF OFAWINGS All Prawinas ► Plans , Specifications, and copies thereof furnished by the Engineer are his property. They are not to he used on other work and, with the exception of the signed Contract set, are to be returned to him on request at the completion of the work. Any reuse of these materiAls without specific written verification or adaptation by the Engineer will be at the risk of the user and without liarility or leial expense to the Fngineer . Any such verification or adaptation will entitle the Engineer to further compensation at rates to be agreed upon by the user and the Fnaineer . All models are the property of the 11wnor . THE FNrlNFFP --- -------- 24. AUTHOC= I'IY OF THE ENGINEEH The engineer shall be the owner 's representative during the construction period. His authority and responsirility shall be limited to tre provisions set forth in these Contract Documents . The Engineer shall have the authority to reject work and materials whenever such rejection may be necessary to insure execution of the Contract in accordance with the intent of the Contract Documents . 25 . DUTIES ANb PFSPONSIRILITIFs nF THE F,NGINEEF The Engineer will make periodic visits to the site of the project to observe the progress and quality of the work and to determine, in general. , if the work is proceeding In acr_ordanre with the intent of the Contract Documents . He shall not be required to make comprehensive or continuous Inspections to chpck quality or quantity of the work, and he shall not he responsible for construction means , methods , techniques, sequencer, , or procedures, or for safety precautions and programs In connection with the wore . Visits and observations made by the Fnglneer shall not relieve the Contractor of his obligation to conduct comprehensive inspections of the work and to furnish materials and perform acceptable worK, and to proviae adequate safety precautions , in conformance with the Intent of the Contract . i)P Gen. Cond. 9 7 The F:rlginPer will make tlecislnns, in writing, on all claims of the Owner or the Contractor arising from interpretation or execution of the Contract Documents . Such decision shall be necessary before the Contractor can receive additional money under the terms of the Contract . r'hanges in work ordered by the Engineer will be made 1n compllance with Article 19, ALTEPATIO►iS. fine or more inspectors may be assigned to observe the work and to act in matters of construction, under this Contract . It is understood that ,such inspectors shall have the power to issue instructions arid make decisions within the limitations of the authority of the E:nglneer. Such inspection shall not relieve the Contractor of his obll.9ations to conduct comprehensive inspections of the work and to furnish materials Ana perform acceptable work, and to provide adequate safety precautions , in Conformance with the intent of the Contract . ?b. PF:JFCTED MATFHIAL Any material condemned or rejected by the Engineer or his aitnoriz.ed Inspector because of nonconfor.nity with the Contract DocuMents shall be removed at once from the vicinity of the work by the Contractor at his own expense, and the same shall not he used on the work . i7 . UNNI)TICFE) PFFECTS Anv defective work or material that may pe iiscove_red by the Fnqineer before the final ACC eptanca of worK, or before final pAyment hAs peen ,nave, or during the auarAntee period, shall be removed and renlAc.ed by work and materials wnicn shall conform to the provisions of the Contract Documents . Failure on the part of the Engineer to condemn or reject bad or inferior work or materials shall not be construes to imply acceptance of such work or materials . PIGHr TO KEIAIN 14PKPF'ECT wnPK It any part or portion of the work done or material furnished under this Contract shall prove defective anei not it, accordAnce with the Drawings And Specifications , and if the imperfection in the s�+me shall not be of sufficient magnitude or importance as to make the work dangerous or unsuitable, or if the removal of such Nork will create condittcns which are dangerous or undesirable, the Owner shall have the right and authority to retain such work but shall Rake such deductions in the final payment t►'ierefor As MAY he jest and reasonable. ,[9 . Ll%FS ANI) GPAUES Lines and grades shall be established as provided in the SI►PPLF:MEN'1'AHy CIINDITI(INS. All stakes , marks, ano other information shall be carefully rreserven by the ContrAr.tor, and in crse of their careless or unnecessary destruction or removal by him or his emj� loyees , such stakes, marks, and other information will be replaced by the Engineer At the Contractor 's expense. PH Gen. Cond. l0 SHUP IIk4k II•v 611HMTTTAI PRr1CFE)UkL The Contractor shell submit , in quadriplicate, to the Englneer for his review, such shop drawinos , electrical tiagrams , and cataleci cuts for fabricated items and manufactured items ( inclu(iinq mechanical and electrical equipment ) required for the construction. Shon drawings shall be submitted :n sufficient time to allow the Engineer riot less than 20 re:.,,lar working days for examininq the shop orawings . These shop orawings shall he accurate, distinct , and complete, and shall contain all reouirei information, includinq satisfactory identification of ite^,s , units , and assemblies in relation to the Contract rrawings and Specifications . Unless otherwise approved by the Fnvineer , shop drawings shall he suhmitted only by the Contractor , who shall indicate by a sio_ ned stamp on the shop drawings , or other approved means , that he ( th(% Contractor ) has checked the shop drawings , and that the work shown is in accordance with Contract requirements and has been checked for dimensions and relationship witch +vork of all other trades Involved. 1'he practice of suhmittinc incomplete or unchecked stop drawings for the �,o(iineer to correct or finish will not he accertable, and shop drawings which, in the opinion of the Engineer , clearly indicatP that they have not veer, checked by the Contractor will ne considered as not co^,plyi.n,1 with the intent of tt,e Contract f)ocuments And will ne returned to the Contractor for resubmission in the proper form. Wnen the shop drawings have been reviewea by the Frigineer , two sets Of suthmlttals will be returned to the Contractor appropriately stamped. It valor changes or corrections Are nPCessAry, the shop drawing may to rejected ana one set will be retirned to the Contractor with such chanoes or corrections indicated, And the Contractor shall correct and resubmit the shop drawings In oualruplicate, unless otherwise directed ny the Engineer . No changes shall he made by the Contractor to resubmitteo shop drawings other than those changes indicated ny tttP r.naineer , unless such chanoes are clearly described in a letter accompanying the resubmitted shop drav, Jngs . The review of SoCh shop drawinns and catalog Cuts by the Engineer snall not relieve the Contractor from responsibility for correctness of dimensions , fabrication details ► and space requlcements , or for deviations from the contract brawinos or Specifications ► unless the C >ntractor has cAlled atteintion to such deviations in writing by a letter accompanytnii the shop drawings and tree Nnoineer Approves the change or deviation Jr, writina At the time of submission; nor shall review ty the Engineer relieve the Contractor from the responsiht ) lty for errors in the snop drawings . When the Contractor does call such deviations to the attention of the F:rlglneer ► the CortrActor shall state In his letter whether or not such deviations involve .any deduction or extra+ cost adjustment. IIP �:en. Cond. ti 31 , nH.TA11, UHAt-,1NGS AAD INSTPUCTInNS The Lngtneer will flirnlso, with reasonable promptness, additional instructions oy means of Drawings or otherwise, if , in the kngineer 's opinion, such are required for the proper r_xecutIon of the work . All such prawings and instructions will be consistent with the Contract Documents, true developments thereaf , and reasonat�l.y itterable therefrom. THE CONTPACTUR AAD HTS EMPl,OYE:FS ------ --- --- .32. CONTPACTnH, AN INDEPENDENT AGF'NT The Contractor snall perfcrm all work under this Contract as ar Independent Aqent and shall not be considered as an agent of the ()wner , nor shall the Contractor 's subcontractors or employees be subagents of the Uwner . 33 . SUBCONTRACTING Within 30 days after the execution of the Contractr the Contractor shall suhmtt to the Engineer the names of all subcontractors pronosed tor the worK , including the names of any subcontractors that were sktbmitted with the proposal . the Contractor shall not employ any subcontractors that the FnUlneer RAy object to as lAckinq capability to properly perform work of the type and scope anticipated. No changes will be allowed from the approved subcontractor list without approval of the Krigineer . The Contractor agrees that he is as fully responsible to the Owner for the acts and omissions of his subcontractors and of persons either directly or inilrectly employed by them as tie is for the acts ani omissions of persons directly employed by him. Nothing contained In the Contract Documents shall create any contractiidl relation between any subcontractor an,1 the nwner . 34 , AND LIABILITY A . GKNt PAL 1he Contractor shall provi-le ( from insurance companies acceptable to the nwner ) the insurance coverage designated hereinatter and pay all costs . Refore crmmencinq work under this Contract # Contractor shall furnish the Owner with certificates of insurance specified nerein showing the type, amount , class of operations covered, effective dates , anti date of expiration of policies , and containing substantidlly the tollowtng statement : LIP Gen. Cond. 12 "The insurance covered by this certificate will not be cancelled or materially altered, except after 10 days ' written notice has been received by the owner . " In case of the breach of any provision of this Artic' e, the owner , At his option, may take out and maintain, at the expense of the Contractor , such insurance as the owner may deem proper an(i may deduct the cost of such insurance from any i„cnies which may be due or becorte due the Contractor under this Contract . B. CONTPACTOP AND SUbCnNTFACTOR INSUPANCE: The Contactor shall not commence work under this Contract until he nas obtained all the Insurance required hereunder and such J.nsurance ha! been reviewed by the Owner, nor shall the Ccnttartor allow any subcontractor to commence work on his subcontract until insurance specified below has been obtained. RFVIpw of the insurance by the owner shall not relieve or Decrease the liability of the Contractor hereunder . C . COMPFNSATION ANn EMPLUYFP'S LIARiLITY INSMIANCF The Contractor shall maintain during the life of this Contract the statutory Workmen's Compensation, in addition, Employer 's LSAnility Insurance In an amount not less than $ 100,000 for each occurrence, for all of his employees to he enqaged in work on the project !Vader this Contract and, in case any such work Is sublet , the Contractor snail require the subcontractor similarly to orovtde korkmen's Compensation And KiTiployer 's Liability Insurance f( r all of the latter 's employees to be engaged in such work . Where work unser this Contract Includes any water or navigational exposure, covorage shall be included to cover the Federal Longshoremen's and NAroorworket 's Act and the Federal Tones Act . U. Cl.,NEFAL 1 IABiLITY INSURANCF ( INCLUDING AHVI11()H11,F:) The Contractor shall maintain during the life of this Contract such general liability and automobile liability insurance as will provide coverage for claims for damages for personal Injury, including accidental death, a.; well as for claims for Property aamage, which may Arise nire,tly or indirectly from performance of the work under this Coitract . Coverage for property damage shall be on a "broad forme basis . Amount of Insurance to he provided shall be not loss than $300, 000 for bodily lnJury for each occurrence, with coverage for property damage not less than $ 10n,C00, plrs umbrella excess liability for the aeneral liability and automobi :e liability insurance in an amount not less than S2, 000, 000 per occurrence in excess of the shove-stated prinary limits . r)p Gen, Cond. 13 1n thF event any work under this Contract is perf.orned by a subcontractor , the Contractor shall oe responsible for any liability directly or indirectly arising out of the work pertnrmed under this Contract by a subcontractor, wiich liability is not covered by the subcontractor 's insurance. The owner and Engineer , their officers, agents, and embloyees shall be names as additional insureds on the Contractor 's And any subcontractor 's general liability and automobile liability Insurance policies for any claims erisinq out of work performed under this Contract . E. RUILDERS DISK ALIS DISK INSIIPANCE Unless otherwise modifled in the SUPPLEMENTAPY CONpTTTONS, the Contractor shall secure and maintain during the life of this Contract , Builders Risk All NisK Insurance coverage for ln(i percent of the Contract. amount . Such insurance shall not exclude coverbgP for earthquake, landslide, flood, collabse, or loss due to the results of faulty worKnlanship, and shill Provide for losses to be raid to the Contractor and the Owner as their interests may appear . F . ltiSITPtNCE CnVrP�C FUN F)PFCIAL Cilr,'r)ITIONS When the construction is to be accomplished witnin a public or private right-of-wFy revulrinq special insurance coverAne, the Contractor shall conform to the particular requirerents and Provide the req,iirPd insurance . The Contractor shall incluae In his liability policy all endorsements that the said authority may require for the protection of the authority. its officers , agents , and employees . Insurance coverave for special con-litions , when required, shall be provi(4ed as set tort, in the SUDPL`+A NTAPY CUJI%ITIUNS. G. Nn PFPSONAL I,lAi1LITY r1F PUBLIC OFFICIALS In cArryinq out any of the provislons nereot in exercising any Authority granted by the Contract , there will be no personal liability upon any public official . .35. IN1)F'M141I'Y +� The Contractor shall indemnify and ncld harmless the '-vner , the Engineer , and their Agents ind employees from and against all claims, damaaes , losses , and expenses inclulinq attorneys ' fees Artsinu out of or resulting from the perforMAnce of the work, proviceo that any such claim, damage, loss or expense ( 1 ) is attributAble to bodily injury, sicKness , disease, or death, or to Injury or to destruction of tangihle property fothor than the work itself ) , including the loss of use resulting therefrom, and ( 7) is caused in wncle or in part by any act or omission of the Contractor , any subcontractor , anyone directly or indirectly employee by Any of them or anyone for whose Picts any of them may be liable, provided that such claims , damages , losses , and exbenses +► Nev. 10/79 nP Gen. Cond. 1 � are not proximately caused ny the negligence of any Indemnitee in the designs or by the sole negligence of any indemn.itPe In the inspection of the work that is the suhject of this construction contract. In any and all claims against the Owner, the Engineer, or any of their agents or employees by any employee of the Contractor , any subcontractors anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, the indemnification obligation under this Article shall not be limited In any way by any limitation on th? amount or type of damages , compensintion, or benefits payable by or for the Contractor or any subcontractor under workmen's Compensation A,_ts , Disability penefit Acts , or other Empin}ee Benefit Acts . The ohliaation of the Contractor under this Article shall not extend to the liab lity of the Engineer and his agents or employees arising out of the preparation or approval of maps► drawinos, opinions ► reports , surveys, Change Orders, designs► or ,,recifscations. 36. TAXES AND ^HAPGFS The Contractor Shall withhold and pay any and all sales and use taxes and all withholding taxes, whether State or Federal , and pay all Social Security charges and also all state '►nemployment Compensation charges, and pay or cause to be withheld, as the cast may be, any and all taxes , charges , or tees or sums whAtsnpver , which are now or may hereafter be required to be paid or withheld under any laws . 37 . ORDINANCF:5, FEkh1ITS, AN[) LICENSh:S The ^ontractor shall keep himself Cully informed of all local ordinances, as well as State and Federal laws , which in any manner affect the work herein specified. The Contractor shall at all times comply with said ordinances, laws , and reiulations , and protect and indemnify the Owner and its officers and aoents against any claim or liability arising from or rased on the violation of any such laws, ordinances , or regulations . All permits, licenses , and inspection fees necessary for prosecution and completion of the work shall be secured and paid for by the Contractor, unless ctherwise specitied. i ' ?e . SUP P1NTENL)LNCF, The Contractor shall keep on the work, during its prngress , competent supervisory personnel . ThF Contractor shall designate, in 'wrlti'g, before starting worK, an authorized representative who shall have comp ete AL'thorlty to represent and to act for the Contioctor . rhe Contractor shall give efficient supervision to the work using his best skill ani attention. The Contractor shall be solely responsible for all construction means, methodsp technioues , and rrocedures, and for Providing adenuate sa,ety precAutions and coordinating all vorticns of the work under the Contract . i1P Gen. Coni. 15 39. PECt:PTIUN OF ENG INEEF 'S UIkE;CTI(IN S The superintendent, or other duly authorized representat ve of the Contractor , shall represent the Contractor in all directions given to him by the Engineer . Such directions of major importance will ,,. confirmed in writing. Any direction will be so confirmed, in each case, on written request from the Contractor . 40 . SANITATIUir Sanitary conveniences conforming to State and local codes shall be erected and maintainers by the Contractor at all times while workers are -inployed on the work. The sanitary convenience facilities shall be as aporovert by the Engineer . 41 . FMPL0YFE:" The Contractor shall employ only competent, skillful workers to do the work, and whenever any person shall appear to be incompetent or to act in a disorderly or improper manner, such person shall tie removed from the work. 42 . PFG1JIPEMF'NT3 [IF OREGON LAW FOR PUBLIC Cr jn ,FACTS when the Contract Documents concern public works of the State or any County, municipality, or political subdit?ssion created by its laws , tie applicable statutes of the State of Oregon shall apply. For this reason, Sections 279, 310 through 279. 35b of the Oregon Pevlsed Statutes , as )menden or superseded, including the lates� additions and revisions , are incorporatea by reference as part of these Contract r?ocuments . These sections define the re(lillre_mpnts of Uregon law for public Contracts : A. Concerning payments of laborers and materialm,en, contributions to State Arclient Insurance Fund (SAIF') , prevention of liens , payment of withholding taxes . S . Concernin,i the maximum huUrs and lenatn of nay's labor , overtime provisions and reouirements , and payment of medical care and attention to employees. C . Concerning payment of not less than prevallinca wage rates , The Contractor shall pay not less than the nrevallina rate of waaes in contorriance with UPS 279 . 350. Certification of wage payments by the Contractor shall be submitted to the Owner in conformance with nPS 279 , ?54. waae certification forms shall be nrovided by the Contractor . ('N Gen. Cond. Jh The Schedule of minimum hourly wade rates , as determine ) by ttre Commissioncr of the bureau of Labor of the State of Orenon is al,pended hereto, or will be InClUded by an Addendum sent to all Pianholners at least. 1 week prior to the bidding date. The Owner does not guarantee that labor can be procured for the minimum wages in the waqe scalp. The rates of wages listed are minimum only, below which, the Contractor cannot pay, and they do not constitute a representation that labor can be procured for the minimum listed. b. Concerning paymant, of claims by public officers , provisions relating to environmental and natural resource la%s and rules , and termination of Contract by mutual agreement or for public interest . It is understood and aoreee that all parties to this Contract shall determine the rnntents cf tnesP applicable statutes and comely with their Provisions thronghoot the performance of the Contract . 43 , SAFETY Tre Contractor shall be sei4ly and coq,pletely responsible for conditions of the jobsite, including safety of all persons ( including employees ) and property curing performance of the work. This requirement shall apply continuously and not be limited to normal workini hours . Safety provisions shall conform to U.S. epartroert of Labor (OSHA ) , the State Occupational Safety and Health Act , and all other applicable I- Prderal , Mate, Co .rnt.y, and local , ,nias , ordinanres, Codes , the renuirements set forth helow, and any reuulations that may he detailed in other parts of these, f)ocuironts . Where any of these are to conflict , the more strinaent reauirerrient shall be followed. The Contractor 's failure to thornuqnly familiarize himself with the atcrementtoned srfety provisions shall not relieve him from compliance with the obllgatlon5 and penalties set f(.. th herein. The Contractor snail develop and maintain for the durAtion of this Contract , a safety program that will effectively incorporate and Implement atl required safety provisions . The Contractor shall appoint an emi)loyee who is qualifled and authorized to supervise and enforce compliance with the safety program. The duty of the EnM neer to conduct construction review of the Contractrir 's performance is not intended to include a review or approval of the adequacy of the Contractor 's safety supervisor, the safety pro4ram, or any safety measures t8Ken in, on, or near the construction site. rhe Contractor , as a rant of his safety program, shall maintain at his offike or other cell-known Place at the jobsite, safety equipment applicable to tte worK as prPscrihed by the aforerentionea authorities, all articlFs necessary for oivinj first Aid to the injured, and shall establis'l the procer'ure for the immediate removal to i hospital or a doctor ''s carp of Persons ( includi n Pmplovees ; who nay be injured on the joosito. 1`1P Gen. Cond. 17 IE death or serinus in, ..rles or serious damages are caused, the accident shall ;,P reporte9 immediately by telephone or messenger to botn the L:naineer and the Owner. In addition, the Contractor must oromctly report in writing to the Engineer all accidents whatsoever arising out of , or in connection with, the performance of the work whether on, or if cent to, the sits, giving full details and statPments of 4i, ,esses . If a claim is made by anyone against the Contractor or any subcontractor on account of any accident, the Contractor shall promptly report the facts in writing to the Engineers giving full detaiis of the claim. 44. CONIRACTUH 'S T11ML5 AND FUUIPMENT The Contractor 's tools and equipment used on the work shall be furnishPn in sufficient nunntity and nf a capacity and type that will safely perform the work specified, and shall be maintained and used in a manner that will not create a hazard to persons or property, or cause d delay in the progress of the work. 45 . PFOTF:CTION OF WORK AND PROPERTY The Contractor shall at all times safely guard the Uwner 's property from injury or loss in connection with this Contract . The Contractor shall at All times safely guarl and protect from damage nIF own kork, and tnat of adjAcPnt property (as provided by law and Che Contract Pocumerts ) . All wassegeways , guard fences, lights, and other facilities requlr �(! for nrotectton by State or municipal laws and re,julations and local conditions , must he provided and maintained. Tne Contractor shall protect his work and materials from mamaae due to the nature of the work, the elements, carelessness of other Contractors , or tromi any cause whatever until the completion and acceptance of the work. All loss or darr,ages arising out of the nature of the AorK to be done ender these Contract nocuments, or froT env unforeseer obstruction or defects which may be encountered In trip prosecution of the work, or from the action of the elements , shall be sustained by the Contractor . 4b . RFSPUNSIBILITY OF C'1NTRACTUP TO ACT Ir+ FAERGENCY In case of an emer9Pncv which threatens loss or injury of property, and/or safety of li.fr, the Contractor shall act, without previous instructions from the Owner or F:naineer , as the situation may warrant . The Contractor shall notify the Enyineer thereot i-mediately thereafter . ATiv ciairr. for compensation by the Contracter , together Alth Substentiatinq documents in regard to expense, shall be submitted to the Owner throuarh the Engineer and the amount of compensation shall he determined by agreement . OR Gen. Cond. 18 47 . MATF.PIAi S AND APPLIANCE'S Unless otherwise st: ipulAted, the Contractor shall prov!.de and pay for all materials , labor , water ► tools , equipment , light , power► transportation, and other facilities necessary for the execution and completion of the worK. Unless otherwise specified, all materials shall be new, and both wc,rKmanshlr and -materials shall be of good quality. The Contractor shall , if required, furnish satisfactory evidence as to the kind and quality of materials . In select inn an.9/cr approving equipment for installation in the project , the owner and Engineer assume no responsibility for injjrY or claims resultina from failure of the ejuipnent to comely with applicable national , Stater and local safety codes or requirements , or the safely requirements of a rpcognIzed agency, or failure clue to faulty clPsign concepts, or defective worKmanship And materlAls . 48 . CONTHACTnPS' ANn MANUF'ACTUPFRS' COP PLIANCF. KITH STATE; SAFETY► OSHA , AND 111HF'F+ CUl F' RF ijl'IRFMENT� The completed work sn311 incluoe all necessary permanent safety devices , such as machinery quards and similAr ordinary safety items required by the state and Federal (I.+SHA ) industrial authorities and applicable local and natinnAl codes . Further , any features of the work ( inciudinl )wner-select equipment ) subject to such safety regulations shall he fabricated, furnished, and installed in compliance with these requirements . _,ontractors and manufActurers of eggJpment snall he held responctole for c_orpllAnCP with the requireoncnts included herein . Contractors shall notify all equipment suppliers and subcontractu, s of the provisions of this Article. 49. SUBSTIVITTON UF MAT�:PiALS Fxcept for owner-selected equipment items , and items where no substitution is clearly sPecifiei, whenever any material , article► device, rroduct, fixture, form, type of construction, or Process is indicated or specitied by patent or oroprietarY name, by name of manuf.jcturer , or ty catalog number , such specit CAtlons shall he deemed to be used for the purpose of estaollshing a standard of Tuality and facilitatinq the d,,scriatior of the material or Process desired. This procedurp is not to be construed as Pliminatinq fi•em competitlon other products of equal or better quality by other manufacturers where fully suttAnlP in lesion, and shAll be deemed to be followed by the worn$ "or Pnual" . the ;;Id(ter may, in such cases , sut�mit complete detA to the Enaineer for consi,'Pration of another material , type, or process which shall he substantiallY equal in �vpry respect to that so Indic.Pted or specifipd. Substitute matertals shall not he used unless approved in writing. The nwner or t,is authorized agent w111 be the sols judge of the substituted article or matPrial . nF Gen. Cond. 19 FES75, SAMIPLES, AND INSPECTIUNS Tt^.e Contractor shall furnish, without extra charge, the necessary test nieces and samples , including facilities aria labor for obtainina trip same, ds requested by the En,jineer . when required, the Contractor shall furnish certificates of tests of materials dnd equipment Race at the point of manufacture ay a recognized testln:i laboratory. The owner , Kngineer , and authorized government Avents, and their representatives shall at all times he provided safe access to the work wherever it Is in preparation or progress , and the Contractor shall provide facilities for such access and for inspection# includinu maintenance of temporary and permanent access . It the bpeclflcations , the F;ngineer 's Instructions, laws , ordinances , or any Uublic authority require any work to be specially tested or approved, the Contractor shall give timely notice of its readiness for Inspection. Inspections to to COnaucted by the F:niineer will be promptly male, an,d where practicable, it the source of supply. If any work should to covered up without approval or Consent of the EnUineer , it shall , if required by the Fngineer, be uncovered for examination at the 'ontractor 's expense. Reexa,nination of luestioned work may he ordered by the Fnglneer , Ana, if so ornered, the work shall be uncovered by the Contractor . Tt such wore: is found to hp in accorriAncE with the Contract Docur,ents , the Owner will pay the cost of reexamination and replAceRFnt . It such work is found to be not in Arcorrianre with the Contract '�nC�lTentS , the Contractor shall correct the defective worK, ar',d the Cost of reexamination arid Correction of thf? defective work shall be pall by the Contracto, , 1 , RUYAI,TTE.•S A`iP PATFN'TS The Contractor shall ray all royalty anti license fees , unless otherwise specifiers. The Contractor snAll defend all Suits or Claims fcr intrinaerient Of any patent rights and shall save the Owner and the Frigineer harmless fror, loss on account therenf . 52, Cn`:TPAcrnR'S PIi;HT Th STOP WrrpK (gyp TEPmlNATF, CONTPACT It tha work should be stoppers under ar order of any court or other public aUtlority for A period ot more than 3 months , through no act or fault of the Cnntractor or of anyone employed by him, or if the Fnglneer shoula fail to issue any estimate for paymEnr. within l5 adys after it is cue, or It the towner should fAi , to pay the Contractor within 30 days after the time s�,eCitiel in Arttele 7n, PAPTIAI r AV/FLATS, An} suu, certitted hr the Enqineer , then tto Contractor may, uuon 15 dots ' written notice to the iiwner and the Fnaireer, stOp Kork or terminAte this Contract And recover from tie Owner pivment for all work executed and any lose 7..L.'stainel upon Any Plant or material and reasonahle profit , urless sari default has heet) remedlee witnin sella ti!np. OR Gen . Cond. 2n � 3 . Ct1PRF.Cri(IN OF D�-:FKCTIVE W(IHK AFTER FINAL ACCEI'rANCE The Contractor herehv a(Irees to make, at his own exL,ense, all repairs or replacements necessitated by defects in materials or workmanship , supplied under terms of this Contract, and pay for any damage to other works resulting from such defects , which become evident within i year after the date of final acceptance of the work or within 1 year after the date of substantial completion established by the F,ngineer for specified items of equipment , or within such longer period of time as rray be prescrihed by law or by the terms of any applicable special guarantee required by the Contract Documents . rrip contractor further assumes responsibility for a similar quarantee for all worK and materials provided by sjbcontractors or manufacturers of packaged equipment components . The effective date for the start of the guarantee or warranty period for equipment qualifying as substantially complete is defined in Article 15 , SIJF35TANTIAL COMPLETION, and Article 54, StJRSTARITIA1, CtIMPLETION DATE, in these GENERAL CbNDITIONS, The Contractor also agrees to hold the Owner harmless trot" liability of any kind arising from damage due to said defects . The Contractor shall make all repairs and replacements promptly upon receipt of written order for same from the Owner . It the Contractor fails to make the repairs and replacements promptly, the Uwner may do the work , and the Contractor and his Surety shall he liable for the cost thereot . Any additional requlreTents for the project relative to correction of defective work after final acceptance are set forth in the ,j11rPLEME.NrAPY CONDITIONS. PROGRESS OF TNF. wt�HK -----WW. .. ... .... 54. BEGINNING 'DF THE, WORK Refore work shall be started anal materials ordered, the Contractor shall meet and consult with tie Owner and/or Fndineer relative to rtaterials , equipment , and all arranyer,ents for prosecuting the work. 55 . SCHLut.11,ES AND ^RUQ;PE:SS PEPUPTS Prior to startina the construction, the Contractor shall r�rerdt and submit to the Engineer for review, a progress schedule showing approximately the dates on which each part or divtslon of the work is expected to be started and finished. The progress schedule shall be brought up to -.ate and submitted to the Enylneer at the end of each month or at such other times the Enqineer may requPst . The Contractor snail also forward to the F,ngineer , At the end of each month, an itemized report of the delivery stAtus of major and critical items of purcMnS ed equipment and materlal , including snow drawings and the status of shop and field fabricated work . These progress reports shall indicate the clAte of the purchase order , the current percentA4e of completion, estimated delivery, And cease Of delay, it arty. UR Gen. Cond . 21 It the Connletlr)n of any part of the +4ork of the delivery of materials is henind the approved schedule, the Contractor shall suhrit In writing a plan Acceptable to the owner ant F'ngineer for bringlnd the work up to schedule. The nwner shall have the right to withhold progress payments for the -work. if the Contractor fails to update and submit the progress schedule and reports as specified. 56. PPOSVCUTION OF THE ,10PK It is expressly understood and agreed that the time of beginning, rate of Prcgress , and time of completion of the work are the essence of this Contract . 'rhi!, work shall be prosecuted at such time, and in or nn such part or parts of the project As may be reauired, to complete the project as contemplated in the Contract Documents and the approved construction schedule. ff the Contrac'or desires to c_Arry on worK. at night or outside the regulAr hours , he shall aive timely notice to the Engineer to allow satisfactory arrangements to he made for Inspectina the work In progres% , 57 . AS5IGNMr.-MT Neither party to the contract shall assign the Contract or sublet It as a wnole, without the written consent of the other , nor shall the Contractor assign any monies due er to become due to rim hereunder without the previous written consent of the Owner . 5A . OwNtP 'S N1(�t+T T(1 r)0 wUNK If the Cnntractor should, In the )pit-.Inn of the Ln(jineerr neglect to prosecute the worK properly or should neglect or refuse at his own cost to take up and replace work As shall have been rejected by the Engineer , then the Owner shall notify tree Surety of the condition, And after 10 duys ' written notice to the Contractor arid the Surety, or 'A!ithaut notice if an emergency or dander to the work or public exists , and without prejudice to any other riqht which the Owner r,av hAve under the rontract , take over that portion of the worw which has keen improperly executed and make ciood the deficiencies and ieiuct the cost thereof from the payments then or thereafter due the Contractor . 11.%NER 'S PIGHJ Tu TPANSFFP F'rpL()YMFN'1 If the Contractor should 3b, nocn the work or should t,e adjudoed banKruot► or if he should MaKe ,3 general assignment for the benefit of his creditors , or it a receiver Should be appointed on a^_count of nis insolvency, or If he should persistently or repeatedly refuse or sh.)uld fail , except in cases for which extension of t1re is l:rovined, to supply enouah properly skilled workers or proper r^.Ater' lais , or it tie should tail to make proapt payment to subcontractors for material or labor , or r. ersistently disregard lives , ornininces , or the irlstrUctlons of the Fnaineer , or otherwise be nuilty of A substantial violation cf any provision of the contract or any laws or ordl ,Ance, then the Owner may, without Ok Gen. Cond. 22 f>rejutiice to Any other rlaht or remedy, and after givinq the Contractor and Surety 7 days ' written notice, transfer the employment for said work from the Contractor to the Surety. Upon receipt of surh notice, such Surety shall enter upon the premises and take possession of all materials► tools, and appliances thereon for the purpose of completing the work included tinder this Contract and employ► by Contract or otherwise, any qualified person or persons to finish the work anti provide the materials therefor ► in accordance with the Contract Documents, without termination of the continuing full force and effect of this Contract . In case of such transfer of employment to such Surety, the Surety shall be paid in its own name on estimates according to the terms hereof without any right Of the Contractor to make any claim for the same Or Any part thereof . In lieu of the toregoln9, it the owner so elects ► he may terminate the employment of the Contractor and take possession of the premises and of all materials , tools , and appliances thereon And finish the work by whatever method he mny deem expedient . In such case, the Contractor shall not be entitled to receive any further payment until the work is finished. If the expense of completing the Contract , including compensation for additional managerial and administrative services, shall exceed sucn unpaid balancer the Contractor shall pay the difference to the Owner . 60. DELAYS VT EXTENSTON OF TIME If tre Contractor is delayed ).n the progress of the work by any act or neglect of the owner or the Engine^r , or ny any separate Contractor employed try the owner , or by strikes, lockouts , fire, unusual weather conditions, or unavoidable casualties, the Contractor shall , within 48 hours nt the start of the occurrence, give nctice to the tlwner of the cause Of the potential delay and estimate the possible time extension involved. within 7 days after the cause of lelay has been ro_medled, the Contractor st*,All give notice to the Owner of any actual time extension requested as a result of the aforementioned occurrence. No extension of time will be granted to the ContrACtOr for delays occurring to parts of the work that have no measurable impaCt on the comnletion of the total work under this ContrAct; nor will extension of time be granted for delays to Parts of work that are not located on the critical path if the Critical Path �IethOd (CPM) is used for schedulin4 the •pork . No extension of time will be considered ter weather conditions normal to the area in whicn the work is being performed. UnusuAl weather c.onrittions , it determined by the Engineer to he of a severity that woula stop all progress of the work , may be considered as cause for an extension of Contract completion time . iik Gen. Cond. 23 Pel,+ys to del i.very of equipment or material purchased by the Contractor or his subcontractors ( including Owner-selected equipment ) shall not Lp considered as a jest cause for delay. The Contractor shall he fully responsible for the timely ordering, scheduling, expediting, delivery, and installation of all equipment and materia;s . within a reasonable period after the Contractor suninits to the owner a written request for an extension of time, the Engineer will present his written opinion to the Owner as to whether an extension of time is justifle,1, and, if so, his recommendation as to the numoer of days for time extension. The Owner will make the final decision on all requests for extension of time. Tn no event shall the Contractor be entitled under this Contract to collect or recover any damages , loss , or expense incurred by any delay other than as caused by the owner , as stipulated in Article 72, NnTICF OF CLAIM FOP DELAY. hl . LTOUlDATED DA'1AGE;S Should th 7ontractor fail to complete the work, or any part thereof , it the time acreed upon in the Contract or within such extra tire as may have heen allowed for delays by extensions granted as provided in the Contract, the Contractor shall reimburse the Owner for the aiditional expense and damage for eAch cslendar day, Sundays and lelal holidays excluded, that the Contract remains uncomhlete,i after the Contract completion date. It is agreed that the amount of such Additional exvense and damage Incurred by reason of failure to comnlete the work is the per-diem rate, as stipulated In the Proposal . The said amounts are hereby agreed upon as liquidated damajes for the loss to the Owner on account of expense due to the emuloyment of Fngineers , inspectors, and other employees after the expiration of the time of completion, and on account of the value of the operation of the works dependent thereon. it is expressly understood .gnu agreed that this amount is not to he considered in the nature of a penalty, but as liquidated damages which have accrued against the Cont•, actor . The owner shall have the right to :ieduct such jamages f•. om any amount due, or that may becomo due the Contractor , or the amount of such damages shall he due and collectible from the Contractor or his surety. 62 . OTHER CUNTPACTS The Owner reserves the right to let other Contracts in connection with the work. The Contractor shall afford other Contractors reasonable opportunity for the introduction and storage of their materials and the execution of their work and shall properly connect and coordihate his .work with theirs . Lrk Gen. Cond. 24 b6 , U�0gKH 'S d,SF OF PUNTInPJS OF Vir WORK The Owner shall have the right to take possession of and use any completed cr partially completed portions of the work. Such use shall not be considered as final acceptance of any portion of the works nor shall such use be considered As cause for an extension of the Contract completion time, unless authorized by a Chance Order issued by the Owner . b7 . CUTTING AND PATCHING The Contractor shall, do all cutting, fittin'71 or pAtchinq of his work that may be required to make its several parts come together properly And fit it to receive or be received by work of other Contractors shown upon or reasonably implied by the Drawings . Anv aefective work or material, performed or furnished by the Contractor , that may be discovered by the Engineer hefore the final acceptance of the work or before final payment has been made, shall be removed and replaced or patched, In a manner As approved by the Fnglneer at the expense of the contractor . 68 . CLVANING UP The Contractor shall , at all timNs , at his Own menses Keep property or which work is in progress and the adjacent property free trop; accumulations of waste material or rubbish caused by PmployePs or ry the worK. Upon completion of the construction, the Contractor shall , at his own expense, remove all temporary Structures, rutbish, and waste materials resulting from his operations . PAYMF;NT 69, PAYMENT FOR CHANGE: ORDERS PAy;nent or credit for any alterations covered by a ChAnge Order shall be determined by one or A conbination of the methods set forth in A, A, or C below: A . UNIT PFICF:S, if applicable, those unit prices stipulated In the d,rol:osal , or unit prices negotiated •ind ritually acceptable to the :ontractnr and ("*ner . H . L U V P SI'M. A total sum for the work negot.iaten and mutually acceF tirble to the Cont ractor and Owner . In "A, dnd "H" above, ContrActor 's nuctAtions for Chance racers shall be ir, writing and fins for A period of 30 nays . Any comrjensation r%ai,l in conjunction kith the terms of a Change Order shall comprise totVl compPnsation duP the Contractor for the ,work or alteration definer In the Chance nrdPr . Py sionino the Change Order , the Contractor acknowledaes that the stipulated compensation Includes pAvment for the work or alteration plus all payment for the 1ntFrruption of schedules , extended overhead, delay or Any other imd act Clair, or rtprle effect , And by such strininq OP Gen. Cond. 26 It any pert of the work under this Contract depends on the prior acceptable completion of work by others under separate Contract ( sl ► the Contractor shall inspect and promptly report to the M.nginper any defects in such work that would adversely affect the satisfactory completion of •he Work under this Contract . The Contractor's failure to so i;ispect and report shall constitute acceptance of the work by others as being suitable for the proper reception and completion of the work under this Contract , excludinq► however , those def.pcts in the work by others that occur after the satisfactory cortpletian of the work specified hereunder . b3 . USF.; CIF PPE'1ISE-.5 The Contractor shall confine his equipment , the storage of materials , and the operation of his workers to limits shown on the nrawings or Indicated by law, ordinances , permits , or directions of the Fngineer , and shall not unreasonably encumber the preiTnises with his materials . The Contractor shall Provide, at his own expense► the recessary rights-of-way and access to the work which may be required ,outside the limits f the Owner 's Property. the Contractor shall not load or permit any part of the structure to be loaded with a weight that will endanger its safety. 64 . SUF351ANTIAL COMPLETION DA'CF The Fngineor may, at his sole discretion, issue a written notice of sunstantial completion for the purpose of establismino the startinj date for specific equipment guarantees , and to estab,A sh the date that the owner will assume the responsibility for the cost of operating srch equipment . Said notice shall not be considered as final acceptance of any portion of 'the work or relieve the Contractor frrm completinq the remaining work within the specified time ani in fall compliance with the ^ont.ract Uocuments . "substantial completion" of an operating f.a^.ility shall be that degree of completion that will orovidP a ni 'limum of '' continuous work days of succPsstol oteration in Which ill perform.-ince and acceptance testin(i has been succecstully cWionstrated t%,) the Engineer . All equipment contained in the work, plus all other components necessary to enable the Owner to operate the facility in the manner that was Intended, shall be complete on the substantial completion hate. . See "bUhSTANTIAi. C (J "PLF.'CION" under Article OFFINITInt4s, of these GFNEuAL CONDITIONS. h5 . PF PF (1e(MANCF TF-STIFJG Operating e.Iuipment and systems shall be performance teste,' in t.h? preset;ce of the Engineer to demonstrate compliance with the specified requirements . Performance testlr,q shall he conducted under tnp specified design operating conditions or ander such simulated oneratinq conditions as rpcnmmended or approved ny the Engineer . Schedule such testing with the Engineer at least 1 week In advance of the !Manned date for testing. off Gen. Cond. 29 specificmlly waives any resrrvation or cl ,4'.m for additional compensatton in rpsoect to the subject of the Change order . The Joner 's request for quotations on alterations to the work shall not tie Considered authorization to pruceed with the work prior to the issuance cf a normal Change Order, nor shall such request justify any delay in existing work. I,ump sum quotations for alterations to the work shall include substantiating documentation with an itemized breakdown of Contractor and subcontractor costs, inclulind labor, material , rentals , approved services, overhead, and profit calculated as specified under "C" below. C . FnPCF ACCOUNT WORK. If the method of pAyment cannot be agreed upon prior to the beginning of the work, and the Owner or the Engineer directs that the work be done by written Chanqe Order or on a force account basis , then the Contractor shall furnish lavor, equipment , and materials necessary to complete t.te work in d satisfactory manner and within a reasonable period of time. For the ,work performed, payment will be made for the documented actual cost of the followings 1 . Labor , including foremen, who are directly assignpd to the force account work: (actual payroll cost , includiny wages , fringe benefits as established by negotiated lahor agreements, labor insurance, and labor taxes As establishp(i by lair) . No other fixed labor burdens, will be considered, unless approved in writina by the 11wner . 2 . ntater !al eie� ivered ind used on the :lesignated work , incluiinq sales tox , if p.did for by the Contractor or his subcontractor . 3 . Pertal , cor equivalent rental cost of equipment , including necessary transportation for Items having a value in excess (if Sino. 4. Additional bond, as required Anh approved by the Uwner . 5 . Additional insurAnce (other than labor insurance) as required Arid approved by the .1wner . To Costs under "C . tIRCE ACCOUNT there shall he Added the folloxino fixed fees for the Contractor or subcontractor actually performing the works A fixe,3 fee of 21 percent of the cost of Item 1 Above, A fixed fee of 15 perrent added to the cost of Items 2 and 3, and OR Grn. Cond. 27 h fixed fee of 6 pPr. cent added to the coat of Items A an{: ahove. An additional fixed fee of in percent shall be allowed the Contractor for the administrative handling of portions of the work that are performed by an approves] subcontractor . No additional fixed fee will be allowed fcr the administrative handling of work performed by a suhcontrdctor of a suhcontractor , unless by written permission from the Owner . The added fixed fees shall he considered to be full compensation, couerin3 the cost of genera, supervisions overhead, profit, and any other general expense . the Owner reserves the ria ht to furnish such materials and equipment as he dPeMS expedient, and the Contractor shall have no c1.41n, for profit or added fees on the cost of such materials and eauipment . ? r,r P(7UiD!, ent under Item 3 above, rental or equivalent rental cost will be allowed for only those days or hours during which the equipment is in actual us#?. pental and transportation allowmncPs shall not exceed the curr,°nt rental rates prevailing in the locality. The rentals allowed for equipment will , in all cases , he understood to cover all fuel , supplies , repairs , and renewals , and no furtner ?illowances will ne made tot those items , unless specific agreement to that effect is made. The ContractOr shall maintain his records in such a mAnner as to provide a clear distirjcttcn hetween the dirPct costs of work paid for on a force acco'1nt hasis and the costs Of other operations . The Contractor snAll furnish the Engineer report sheets In dupllcatP Of each day's force account worK no later than the working day following the performance of said work. The daily report sheets shall itemize the materials used, and shall cover the direct cost of labor and the charries for equipnPnt rental , whether furnished ty the Contractor , subcontractor , or other forces . The daily report sheets shall provide names or irlcntifications and classifications of workers , the hourly rate of pay ani hours worKel, and also they size , type, and identitication numher of equipment and hours operateri. MAlPrial char,les shall be suhstantlated by valid copies Of vendors ' invoices . such invoices shall to suhmitted with the daily retort sheets , or , it not available, they shall he submitted with subsequent dai. ly report sheets . Said daily report sheets shall be siane'i oy the Contractor or his authorized anent . To rec-�lve portinl payments and final payment for force accnunt work., the Contractor shall submit in a manner approved by the Engineer, oetAlled and complete documentel vrritication of the Contractor 's and any of his subcontractors ' actual current costs involved in the force account work pursuant to the issuance of an aoprived Chante Order . such costs shall he submitted within 3u days after sail ijork has been performed. rip Gen. Cond. 29 No payment will be ,jade for work biked and subrit.ted to the Engineer after the 30--day period has expired. No extra or additional work shall be performed by the Contractor , except in an emergency endangering life or property, unless in pursuance of A written Change Order, as provided in Article 19F ALTEPATIUNS. 70. PARTIAL PAY14E.NTS A. GENFRAL Nothing contained in this Article shall be construed to affect the right, hereby reserved, to re ' ,ct the whole or any part of the aforEsaid work, Should Gur.h work be later found not to comply with the provisions of the Contract Uocuments . All estimated quantities of work for which martial payments have been made are subject to review and correction on the final estimate. Payment by the Owner and acceptance by the Contractor of partial payments based on periodic esrimates of q,iantitlps of work performed shall not, in any way, constitute acceptance of the estimated quantities used as the basis for computing the amounts of the partial payments . N. ESTIMATE Before the first working day of each calendar month, the Contractor shall submit to the Enlinepr a detailed estimate of the amount earned for the separate portions of the work, and request payment . As used in this Article, the words "amount earne-y" means the value, or, the date of the estimate for partial vavment, of the work completed in accordahcE with tt,e Contract Documents , and the value of approved materials delivered to thA project site suitably stored and protected prior to incorporation into the work. If the Contractor 's estimate of amount earned conforms with the Engineer 's evaluation, the Engineer will calculate the amount due the Contractor and make recommendation to the Owner for payment . I C . DF UCTIUN FRO-1 r",STI"Ails • unless modified in the SUPNI,FMFNTAKI CONDITIONS, deductions from the estimate will tie as described helow, rhe Owner will deduct from the estimate, and retain As tart security# 5 percent of the Amount earned for work satisfactorily completed. In lieu of the 5 percent retAinage, provisions may be made as provided in ORS 27q for depositing with the Owner Approved honds or securities of valt+e equal to the rets' -jaqe. • Rev. 10/79 11R Gen. Cand. 2q n. WJ A L I F I CP T1074 F+1R pARTIAL PAYMENT V08 MATERIALS DF.LTVE:PFD Unless noilfI in the SOpP1,EMENTAFY C0NDTTIUn+s, qualification for rartial payment for materials delivered bilt not yet Incorporated into the work shall he as descrined below. Materials , as used herein, shall be considered to be those items which are fabricated arid manufactured material and equipment . Only those materials for which the Contractor can transfer clear title to the rlwner will he qualified for partial payment . to receive partial payment for materials delivered to the site; out not incorporated in the work, it shall be necessary for tele Contractor to submit to the Engineers, at le-3,,t 7 days prior to the end of said month, a list of such materials . At his sole alscretion, the Engineer will approve items for which partial Payment is to be made. The Contractor 's actual net cost for the materials must be supported by invoices of supnliers . Proper storage and protection shall he prodded by the Contractor, and as approved by the r:n-7lneer . Final payment Shall be made only for material:; ,actually incorporated in tt,e ..ork and, upon acceptance of the work, all materials remaininr1 for which ad"ance p•3yments had neer- made shall revert to the Contr ,ctor . unless otherwise aoris:-ed, and partial paymFnts made fc,r these Items shall he deducted from the final payment for the work. E. PAY"1E 141 After deducting the retainages And the arrount of all 1,revious Partial payments made to the Contractor , the amount earned as of the current month will he made payable to the Contractor 1() days atter the last day of said mouth, except where the Owner is a murli:ipality or other agency whose laws require the aprrnval of each havment by a cuunci1 or similar body, in whicrr Case, the payment shall become due Ano payable 10 days after the first meeting in the follOwIna month scheduled for approval Of such payments . 71 . CLAIMS In an} case where the Contractor deems additinnal Compensation is due him for work or materials not clearly covered in the Contract or riot ordered by the Engineer acco-dlncl to provisions of Article 191 ALTF'RATIONS, the Contractor shall notify the Engineer, In writing, of his Intention to make claim for such compensation before he heoins the work on whlrh he bas9s the claim, In order that such Tatters may be spttled, if Possible, or other appropriate action promptly taken. If such notification is hot given or the Engineer is rot afforded i�roper futilities by the Contractor for keeping strict ,iccount of actual oust, then the Contra.::tor hereby agrees to waive the claim for such additional compent,Ation. ,Such notice nv the Contractor , and the fart that the Fngineer has kept account of the cost as aforesaid, shall not in any way be construed es Groving the vali,iity of the claim. Claims for Hdditlonal co•nnenSetlon shall by made in itemized detail and submitted, in OR Gen. Cond. ��r writing, to the Ovner and F;ngineer within 10 days fol lowinn completion of that nortion of the workfor which the contractor bases his Claim. In case the claim is found to be just, it shall be allowed ann pair, for as provided in Article h4, PAYMENT FOR CHANG"F URDERS, or it shall he allowed and paid under a supple rental agreement to he entered into between the parties to the Contract . 72, NOTICE:, (IF CLAIM FOP DELAY I' the Contractor intends to file a c1Aim for additional compensation for a delay caused by the Owner At a particular time, he shall file a notice of claim with the owner within 7 days of the beginning of the occurrence. The notice of c;aim shall be in duplicate, in writing, and shall state the circumstances and the reasons for the claim, but reed not state the amount. No claim for additional compensation will he Considered unless the provisions of Article 60, DELAYS ANU EXrENSIUN OF TIME, are complied with, and A notice of claim has been filed with the Owner in writing, as stated above. '13 . PELEASF. nF LMS trR CLAIMS Before the Owner pays the Contractor his final payment for the work , the Contractor shall sign and deliver to the Owner a release of liens or claims sworn to under oati-i and duly notarized. The release shall state that the contractor has satisfied all claims ano inoebteoness )f Pvery nature in any way connected with the work, includin(l ) hut not limitina the generality of the foregoing) all pdvrolls ► amounts due to subcontractors, acconnts for labor performed and materiAls furnished, lncidentAl services , liens, and Judgments . If anv lien or claim remains uhsatistled after all payments to the CcntrActor are made, the ContrActnr shall refund to the Owner all monies that the latter may be compelled to pay in discharling such a lien or claim, including All coats And a reasonable attorney's fee„ 74. FINAL PAYMENT Upon completion of All of the work under this Contract , the Contractor shall notify the Fnglneer , in writing, that he has completed his part of the Contract an,' shall reddest final payment . If the work has been completed to the extent of the Contract Documents , the Engineer will recommend acceptance of the completed work And submit a final estimate of the amount due the Contractor under this Contract . Upon Afproval of this final estimate by the Owner and compliance with provisions in Article 73, RFLEASF OF T,1FNS Of; CIATLAS, and other provislons as may be Appli.rable, the Owner shall pay to the Contractor all monies due him under the provisions of these Contract Documents . ilk Gen. Coni. 31 (in contracts toi public works , final payment of the retainers percentage will not be made until the Contractor has also iurnished the wage certification required by OHS ^h.apter 'J79, as amended. 75 . NO WA (VEP OF RIGHTS Neither the inspection by the Owner, through the Krigineer or any of his employees, nor any cyder by the Owner for t)ayment of money, nor any payment for , or acceptance of , Vie whole cr any part of the work by the Owner or Engineer, nor any extens., on of time, nor any possession taken by the Owner or its employees, shall operate as a waiver of any provision of this Con'"-ract, or any power herein reserved to the Owner, or any right to damages herein provided, nor shall any waiver of any preach In triis Contract be held to be a waiver of any other or subsequent breach. 76. AC. ANCE OF FINAL PAY'IFNT CoNSTiTUTFS RELEASE The acceptance by the Contractnr of the final payment shall release the Owner and the E:nalneer , as agent of the Owner , from all claims and all liability to the Contractor for all things done or furnished In connection with tie work, and every act of the owner and others relating to or arisinq out of the work. No payment , however, final or otherwise, shall operate to release the Contractor or his Sureties frnm obligations under this Contract and the Performance and Payment Bond, and other bonds and warranties, as herein provided. nH GF'rl . C011d. 42 SUPPLEMENTARY CnNDITIOuS ------------- ---------- The Contractor 's attention is directed to Division 1 , GENERAL, REQUIREMENTS, which contains other directions pertinent to the project . LOCATIUN AND DRAWINGS -------- --- -------- LOCATION The location of the work is shown on Drawing PJo. P13901 .A0, Sheet 1 of 3 of the Drawings . DPAWINGS The Drawings for the construction of the S.W. Hampton Street Water Pipeline consist of 3 sheets► entitled "S.W. Hampton Street Water Pipeline, " and dated April 1981 . PEVISI(1NS AND ADDITIiONS TO THE INSTRUCTIONS Tn BIDDERS The INSTRUCTIONS TU RI,)DvRS is hereby revised as follows : ITEM "DRAWINGS" Insert the following: FIfLL-SCALE, DRAWINGS AVAILABLE; The Drawings bound in the Documents are photographic reaur_tions of the original tracings . Full-scale Drawings 'nay be obtained iron, CH2M HILT 'JOPTHWFST, Inc. , 20o S.W. Market Street , Portland, Oregon Q7201 , at a cost of $5 per set . No return of full -scale Drawino_ s is required, and no refund will be made. ITEM "PREPARATION OF PROPU.SALS" At the end of the varagranh add the following: CHANGF5 IN QUANTITIES The Owner reserves the right to increase or diminish the amount if any class of worK that may be deemed necessary, nrovided, however , that in no event will the Owner increase or decrease the amount of footagP of pipe by more than 20 percent of the gross footage as shown on the Drawings and ,Specifications, without the written approval of the Contractor . It is agreed, however , that this paragraph does not apply to the Increase or decrease of the amount of any other quantities except total pine footage, E'134111 ,A.o Supplementary Conditions 1 ITFM "131n SFCUPITY" Revise the 5 percent bid security to 10 percent of the total amount of the Proposal submitted. ITEM "BASIS nF AWARD" Acid the followings it , at the time this Contract is to be awarded, the total of the lowest acceptable Proposal exceeds the funds then estimated by the owner as available, the owner may reject all bids or take such other action as best serves the nwner 's interests . I,OWE'ST ACCFF'TAHLF PROPOSAL The lowest. acceptable Proposal will be the Proposal of the lowest responsible bidder, as determined by the conditions set forth in Article BASIS OF AWARD aria the subnarahraph LOW dIDDFR . A responsthle guider shall be one who, in the Owner 's sole and absolute ludgment, has the rMalificatlons , capability, and financl -il ability to perform the work in accordance with the Contract Documents . LOW KIDDER The low bidder will have tree lowest extended total written in the Proposal . REVISIONS AND ADDITIONS TO TH1 GENERAL CONDITIONS --------- --- --------- -- --- The GENERAI. CONDITIONS are heresy revised as follows : ARTICLF "OWf,'F;R" , "F.NGINKk,R" , "C(INTRACTDR" , "BIDDER" Add the following: OWNFIk wherever in these Documents the word "Owner" appears , it shall he understood to !lean the Netzoer WdtAr District, %vnose ao:iress is 6501 S.'A. Taylors Ferry Road, Portland, Oregon 9722:4 . FNG1Nr'F.R wherever in these Documents the word "Engineer-1 apoears, it shall be understood to mean C112M HILL and tneir authorized representatives , acting either directly or indirectly as authorized agents of the nwner . P13901 .Au Supplementary Conditinns 2 ANTICLF: "LINES ANI) GHADF:S" Add the tollowina: 'rhe Engineer will establish the locations of waterlines by means of offset stakes set at 50-foot intervals . The ContrActor shall lay out the work from the offset stakes and establish any elevations as may be required to carry out the work. 1'he C_ontrector shall notify the Yngineer in advance of the time when alignment stakes will be needed. The Contractor will not be allowed extensions of time or damaqes because of oelays caused by insuftiCiPnt line and urade, unless the Engineer has been notified .3 days 1n advance of such need. The Contractor shall provide a competent employee during normal workin,x hours to assist the Engineer, when required, in checkino lines and elevations in the Contractor 's layout and for m,easurinn quantities for payment purposes as the worK proceeds . The Contractor shall cooperate with the Engineer so that the checking and measuring may oe Accomplished with the least interference to the Contractor 's operations . ARTICLF "GENERAL LIAHiLITY 10,101PANCE ( INCLUDING AUTOMOBILF) " Revise the $2,000,000 umt+rella excess coverage to the amount of S1 ,OnO, 00(j. ARTICLE. "HI►ILDF.RS DISK ALL RISK INSUPANCE" Delete the following coverages : Loss caused by earthquake. 1,o ss c fused by landslide. Loss Caused by flood. d� ZO�C o boss caused ty collapse, ARTICLE "INSUPA�jCE AND LTAF3ILI'rY " j Arid the following: CONTHkCTOE 'S RI)ND FOP V)RK UN CITY OF TIGARD RTGHT-IIF-WAY rhe Contractor shall nrovlde a MaintrnAnce Pond in the amount odthe full Contract amount required oy the City of Tlaard. The hond shall be made nayable to the City of Tigard And shall he In force for a nerioa of I year from the nate of AcC,ectance of the work to rover All qu•:rintees against iefective workmanship and materials and other rejuirements for work within the city right-of-way as sneClfied. 'rhe ,iurPty furnishinj this hond shall have a sound financial stAndina and a record of service satisfactory to the !Owner and the City of Tigard. Contractor shall pay ill costs for this bond. • x a � * • F13g0l .An supplementary Conditions 3 PART 4 SPECIFICATIONS Rev . I117e ABbRF.VIA'rinN5 ------------- Whenever in these Contract Documents the following abbreviations -ire used, the intent and meaning shall be Interpreted as follows : AA Aluminum Assoclaticn AAMA Architectural Aluminum Manufacturers ' Association AASHTO American Association of State Highway and Transportation Officials ACI American Concrete Institute AFBMA Anti -Friction Rearing Manufacturers ' Association AGA American Gas Association AGMA American Gear Manufacturers ' Association AISC American Institute of Steel Construction AISI American Iron and Steel Institute AITC American Institute of "limber Construction AICA Air Movin7 and Conditioning Asscciation ANSI Aiierican National Standards Institute APA American P1ywocd Association API American Petroleum Institute AREA American Railway Engineering Association ASAF. American Society of Agricultural Engineers ASCE American Society of Civil Engineers ASHRAE American Society of Heating, (refrigerating And Air- Conditioning Engineers, Inc. ASME American ,Society of Mechanical Engineers ASTV American Society for Testing And MateriAls AWI Architectural Woodwork Institute AWS American welding Society AWPA American Wood Preservers ' Association AWPP American Wood Preservers Pureau AWWA American Water Works Association BHMA Fuilders liaraware Manufacturers ' Association CPMA Certified PAllast Manufacturers ' Association CDA Copper Development Associmtion CISPI Cast Iron Soil Pipe Institute CMAA Crane Manufacturers ' Association of America CRSI Concrete Reinforcing ,Steel Institute Fed. Spec . Federal Specifications HI Hydraulic Institute HMI Hoist Manufacturers ' Institute ICBG International Conference of Puilding Officials IEEE Institute of Electrical and Electronics Fnaineers , Inc. ILEA Insulated Cable Engineers ' Association JIC Joint Industry Conferences of Hydraulic Manufacturers Abbreviations 1 MMA monorail Manufacturers ' Association NBHA National Builders ' Hardware Association NEC National Electrical Code NEMA National Electrical Manufacturers ' Association NESC National Electric Safety Code NFPA National Fire Protection Association NLMA National Lumber Manufacturers ' Association NWMA National woodwork Manufacturers' Association OECI Overhead Electrical Crane Institute OSHA Uccupational Sefet:y and Health Act (both Federal State) PS Product Standards ,Section - U.S. Department of Commerce RLM RLM Standards Institute, Inc. RMA Rubber Manufacturers ' Association SAE 50ciety of Automotive Fnaineers SDI Steel Docr Institute SSPC Steel Structures Painting Council TEMA Tuhular Exchanger Manufacturers ' Association TCA Tit1F Council of America UBC Uniform Building Code UL Underwriters ' Laboratories , Inc. WWPA western wood Products Association Unless a particular issue is designated, all references to the above specifications , standards, or methods shall , in each instance, be understood to refer to the issue in effect ( including all amendments ) on the date of the INVITATION TO HID. Abbreviations 2 01001 GENF:PAL PFQ11TRF ME;1JTS ----- ------- ------------ PRUJE:CT DE:SCRIPTI0N ...-... ----------- A brief description of the work is stated in the INVITATION TO BID. To determine the full scope of the project or any particular part of the project, coordinate the applicable information in the several parts of these Contract Documents. SFUUENCE OF IIPEPATInNS ........ -- ..........--------- COURDIPDAfI00 The City of Tigard may have a Street LID Contractor on S.W. Hampton Street before this water line Contract is completed. In this event , Contractors shall cooperate in the coordiliation of their separate activities in a manner that will provide the least interference with the Owners ' operations and other contractors and utility companies working in the area, and in tte interfacing and connection of the separate elements of the overall project worK. If Any difficulty or dispute should arise in the accomplishment of the above, the problem shall be brought immediately to the attention of the Engineer . SHUTDOWN (IF EXISTING OPERATIONS UR UTILITIES For tie-in to existing services or utilities, or for other work that requires the temporary shutdown of any existing operations or utilities shall be planned in detail with anproorlate scheduling of the work and coordinated with the Owner or Engineer . 'Phe approved schedule for shutdown or re-start shall be indicated or, the Contractor 's Progress .Schedule, and advance notice shall be given in order that the owner or Engineer may witness the shutdown, tie-in, and startup. All materials and equipment ( including emergency equipment ) necessary to expedite the tie-in shall he on hand prior to the shutdown of existing services or utilities . OPERATION OF EXISTING SYSTEM PkOHIBIfED At no time undertake to close off any lines or open valves or take Anv other Action which would affect the operation of the existing system, except as specifically required by the Drawinos and .Specifications and after approval is granteo by the owner. Heguest approval 3 working days in advance of the time that tnterruption of the existing system is required. p1340I .AU nioni 1 scfii rim,INr, Plan the work and carry it out with m • lmum interference to the operation of the existinu facilities , Prior to starting the work, confer with the Engineer and Owner 's representative to develoc an approved work schedule 'which will permit the facilities to function normally as practical . It may be necessary to do certain parts of the construction work outside normal working hours in order to avoid undesirable conditions. The Contractor shall do this work at such times , And at no Aaditional cost to the Owner. Do not maKe connections between existing work and new work until necessary inspection and tests have been completed on the new work And it is found to conform in all respects to the requirements of the Contract Documents, EOIIIPMFNT MAINTENANCE WIPING CONSTP.UCTION All equipment installed shall be provided with the manufacturer's recommended oil and lubricants by the Contractor and shall be maintained and operated by the Contractor until final acceptance by the Owner = however, specific equipment designateo in writing by the Engineer as meeting the requirements for Substantial Completion may, At the Owror 's discretions be operated arid maintained by the Owner. PRt1GkESS OF PJPh LI NF rONSTRUCT TUN -i------ -- --------- ------------ The worK shall proceed in a systematic manner so that a minimum of inconvenience will result to tree public in the course of construction. It is, therefore, necessary to coniine operations to As small a length of work area per crew as is practical . Normally► the trenching equipment shall not he farther than 200 feet Ahead of each pipe-laying crew or such distance as necessary to provide maximum safety. 3acKfill the trench so no section of approved pipe is left open longer than is absolutely necessary. The safety conditions of open excavations shall be the Contractor 's resnonsibiltty. Completely backfill and clean up after each section of pipe has neon inspected and approved. The Enr7ineer reserves the right to withhold line staking on any pipelines when, in his opinion, backfilling behind the pipe laying is not satisfActorY, [A: when manhole construction is lagiin,i, ] when pipe testing is not satisfactory, and when cleanup and restoration of physical properties is not complete. Clean up constructlen debris, excess excavation, excess materials, and completely restore fences, mailboxes, ditches, culverts, signposts, and similar items immediately following the final backfillina. S'TE CONDITTrNS SITE, INVESTICATION'' AND PFPkr'SF.NTATIUN The Contractor acknowledges that he has satisfied himself as to the nature and location of the work , the general and local conditions, particularly those bearing upon availability of transportation, access to the site, disnosal, handling and storage of materials, Availability of labor, water , electric power , roads, and uncertainties of weather, a13901 .An oioni 2 river stages , or similar physical conditions at the site, the conformation and conditio+is of the ground, the character of eduinment find facilities needed preliminary to and during the prosecution of the work and all other matters which can in any way affect the work or the cost thereof under this Contract . The Contractor further acknowledges that he has satisfied himself as to the character, quality, and quantity of surtace and subsurface materials to be encountered from his inspection of the site and fror, reviewing any available records of exploratory work furnished by the Owner or Included in these Documents . Failure by the Contractor to acquaint himself with the physical conditions of the site and all tr,e available information will not relieve him from responsibility for properly estimating the difficulty or cost of successfully performing the work. The Contractor warrants that as a result of his examination and investigation of all the aforesaid dAtA that he can perform the work, in a good and workmanlike manner and to the satisfaction of the Owner . The owner assumes no responsibility fot any representations made by any of its officers or agents during or prior to the execution of this Contract, unless ( 1 ) such representations are expressly stated in tre Contract , and (2) the Contract expressly provides that the responsibility therefor is assumed by the owner . iNFnpMATTr)N ON SITF CONDITIONS Any information obtained by the Fnglneer regarding site conditions , subsurface information, ground-water elevations , existing construction of site facilities as applicable, and similar data 4111 he avdilahle for inspection at the office of the FnTineer upon request . Such Information is offered as supplementary information only. Neither the Engineer nor the Owner assumes any responsibility for tree completeness or interpretation of such supplementary information. SUPSUPFACr. I NVE sT [GATT ON No test holes or borings have been made by the U4ners however , any information the Owner may have r_oncerning sunsurtace conditions will re made available to the Contractors uron request . The Contractor shell examine the site and may make arrangements wirth the Owner to conduct his own subsurface investigation. (INDFNGPOUND UTILITIES Known utilities and structures adjacent to or encountered in the work are shown on the nrawinas . The locations shown Are taken from existing records and the best informAtlon available from existing utility plans ; however , it, is expected that there may he some discrepjncies and omissions in the locations and quantities of utilities and structures shown. Those shown are for the convenience of the Contractor only, and no responsibility is assumed by either the iwner or the Engineer for their accuracy or completeness . r13901 .A0 01o01 3 _0NTRACToY'S RF tiPONSIBIT,ITY FOR UT11,1TY PROPERTIES ANO 5E-NVTC- ' Where the Contractor 's opfrations could cause damaue or inconvenience to railway, telegraph, telephone, television, power, oil, Jas , water , sewer, or irrigation sYsteWs , the operat.ions shall be suspended until all arrangements necessary for the protection of these utilities ane, services have been made by the Contractor . Notify all utility offices which are affected by the construction operation at least 48 hours In advance. Under no circumstances expose any utility without first obtaining permission from the appropriate agency . once permission has been granted, locate, expose, and provide temporary support for all existing underground utilities . Power and utility doles interterinq with the construction operation snail be the responsibility of the Contract, , Protect all poles from damage. If interfering power poles, tele;,hone poles , quy wires, or anchors are encountered, notify the Fnqineer and the appropriate utility company at least 4d hours in advance of construction noerations to permit the necessary arrangements for protection or relocation of the ir.terferin^ structure. The Contractor shall be solely and directly responsible to the nwner and operators of such properties for any Damage, in)urY► expense, loss ► Inconvenience, delay, sults , actions , or claims of any character bruugrt because of any tnjurles or damage which may result from the construction operations under this Contract . •ieither the owner nor its ofticers or agents shall be responsible to the Contractor for damaaes is a result of the Contractor 's failure to protect utilities encountered in the worrc. In the event of interruption to domestic water, sewer , storm draln, or other utility services as a result of accidental breakage due to construction operations , nromotly notify the groper authority. Cooperate with said authority in restoration of service as promptly as Possible And bear all costs of repair . In no case shall Interruption Of any water or utility service be allowed to exist outside working hours unless prior approval is granted. In the event the Contractor encounters water service lines that Interfere with trenching, he may, by obtaining prior approval of the property owner , Water Penartment , or Fire r)eciartment as applicable, anc1 the Engineer , cut the service, dill through, and restore the service with similAr and equal materials at the Contractor 's expense. nrainage culverts which are at or near right angles to the pipeline and are removed by the Contractor shall be retlaced in kind at, the exnense of the Contractor . However , where the centerline of the pipeline is within 4 feet of the centerline of an existln,i parallel culvert, the Owner will tray the Contractor in accordance with the apurorriate section of these Contract. Documents . P1390I .A0 01()01 4 The Contractor shall replace, At his own expense, any and all othPr existin4 utilities or structures removed or damaged during construction, unless otherwise provided for in these Contrac' Docunents or ordered by the Engineer . MAJOR PUBLIC UTILITIES SFRVING THE AREA OF WORK The fallowinq is A list of the major puhlic utilities serving the work area. The various utilities should he notified if conflicts or ewergencies arise during the progress of the work. Name of Utility Responsible Authority Washington County Tigard dater District Bob Santee Metzger eater District Jesse Lowman General Telephone United Sewage Authority PorrlAnd General Flectric Tualatin Valley Fire District INTFPFF:HlMG STPUCTURES Take necessary precautions to prevent damage to existing structures whether on the surface, ahoveground, or urderground . An attempt has been made to show major structures on the Drawings . 4hIIP the information hAs hPen compiled from the best availahle sources , Its completeness and accuracy cannot he guarantees, and it is Presented simply As a uide to avol,l known possible difficulties . protec" underground and anoveoround existing structures from darrage, ohetner or not they lie Althir, the llmlts of the easements obtained by the Owner . r;here such existiri fences, gates , barns , sheds , buildings , or any other structure must be removed In order to properly carry out the construction, or are damaged during construction, restore co their original condition to the satisfaction of the property owner involved at the Contractor 's own expense. Notify the Eniineer of any damaged under around structure, and make repairs or replacements before bacKt i l l ina. Without Additional compensation, the Contractor ray remove and replace In a Gond+ tion as gnod as or better than orlginiI, such small misc.ellareous structures As fences , mailboxes, and si(Inposts thAL interfere with the C'ontractor 's operations . F1E:Ln RELrCATION U1iring the progress of construction, it is expected that 11nor relocations of the work will be necessary. Such relocations shall he made only by direction of the Engineer . If existlnq structures are encountered which prevent the construction, and which are not properly shown on the DrAWings , notifv the Fngineer be�'ore cortinuinq with the construction Ir order that the Engineer may make such field revisions as necessary to avoid conflict with the existing structures . , t the ^ontractor shall fall to so notify the vnaineer when an existing structure is encounterei, and shall proceed wltn the construction P13901 ,AO o1001 5 despite this interference , he stiall do so at his own risk. EASFfIENTS Where t)ortions Ot the work are located on public or private property, easements and permits will be obtained by the Owner . Easements will Provide for the use of property for construction ,urposes to the extent indicated on the easements . Copies of these easements ani permits are available upon request to the Hwner . It shall be the Contractor 's responsibility to determine the adequacy of the easement obtained in every Case Arid to abide by all requirements and provisions of the easement . 'The Contractor shall confine his construction operations 'o within the easement lirnits or street right-Ot-way limits or make special arr.inaements with the property owners or appropriate put•.lic agency for the additional area required. Any damage, to property► either insirie or outside the limits of the easements provided by the Owner , shall be the resi,onsibility of the Contractor as specified herein. The Contractor shall remove, protect , and replace all tences or other items encountered on public or private property. Before final payment will be authorized by the Fn:llneer , the Contractor will he required to furnish the owner with written releases from property owners or public agencies where side agreements or special easements have been made by the Contractor or where the Contractor 's operations , for any reason, have not been kept within the construction rtaht-of-wav obtained by the Owner . it is anticipated that the required easements anti rermits will he obtained before construction is started. However , should the procurenent of ani, easement or permit he delayed, the Contractor shall schedule and perform the work around these areas until such a time as the easement or permit has been secured. LAND MONUjAF14TS The Contractcr shall notify tht Vnrlineer of any existi.n,, Federal ► State, City, County, and private land monuments encountered. Private monuments that are within 5 teet of the trench centerline shall be preserved, or replaced by A licensed surveyor at the Contractor 's expPrse. when Government monuments are encountered, the Contractor shall notify the Engineer at least 2 weeks in advance of the proposed construction it order that. the E:ngl neer will have ample opnortunity to notify the proper authority and reference these monuments for inter replace;nent . TEMPOKAHY c'OwSIPnCTlcjN uTILITI�,S AND FACILITIES TEtApr)PAHY wATKH Water is available from hydrants . Secure permission from the water Dep,.rtinent and notify the Engineer and Fire Uenartment before obtainin-a water from fire hydrants . Tne r'oiltractor shall make his own arrangements and )gay all costs for connecting an-i trans,lorting the water from the hydrants to the construction won►' . F13901 .An olool 6 Use only special hydrant-operating wrenches to open hydrants . rake certain tnat the hydrant valve is open "fall" since "cracking" the valve causes ddma,Je to the hydrant . Tf any hvdrants are Inmaaed, the Contractor will. be held responsible Ana shall notify the approoriAte agency so that all damacle can he repaired as quickly as possible. Fire hydrants shall he completely accessible to the Fire UepArtment At all times . Upon cnmplet. lon of the work, the Cnntractor shall remove all temporary piping and facilities . SANITARY F AC1;I.1 i II-:S The Contractor shAll provide a chemicAl toilet of suitable type and maintain the facility in a sdnitary condition at All times . 'Ihe chemical toilet shall he of wai.ertloht Construction so that no Contairination of the area can result from its use. The facility shr conform to Code roqui.rements and be accertahle to the sanitary autno"id � es . Upor. Crapletion of the Mork, the sanitary facility shall be removed and the area restored to its original condition. STOPAGE OF MA 1'F'P I ALS Materials Zhall he so stored as to ensure the preservation of their quality and fitness for the work. when considered necessary, they shall be rlacFd on wooden platforms or other hard, clean surfaces , Ano not on the ground. stored materials shall, he located so as to facilitate prompt inspection. Private prop^rty shall not ne used for storage purposes Aithout the written permission of "me uwnPr or lessee. SAFETY AND CUNVFNIh;N('F: Construction safety, safety equipment , and accident reports are covered in the GENEKAL C0N[`I1i0n,S. SAFF ACCESS hY F'FI)EPAL„ STATKe ANr i3OCAL 60VER.0EN'l OFFICTA1,5 Authorized representatives of the State Ro.ard of )lealth, dud other government officials shall at all times have safe access to the work wherever it is In preparation or progress , and the Contractor shall provide prober facilities for such Access and inspection. TPAFFIC MATNTF,NANCF AND SAFETY Comply with all rules ano reUiilations of the City, statp, anti County authorities regaritnq closing or *estrictino the ,1se of puhllc streets or highways . No U,ihlic or private road shall be closed, except by express permission of the owner . Conduct the work so as to Assure the least possible obstruction to traffic and nurmAl cormerciAl oursuit!s . Protect all obstructions within traveled roadways by tnstallinq approved signs , r,Arrtcades , and lions where necessary for the safety Of the public. Tne_ convenience of the Ieneral nuhllc and residents alono the pipeline, And the protection of persons And property are of prime importAnce and shall he provided for In An adequate And satisfactory R,Anrer . PI3401 . 4n 01001 7 wrere traffic will pass over trenches after t'ley are backfilled rand before they are paved, the top of the trench shall be maintained in a condition that x111 allow normal vehicular traffic to oass over . Temporary access driveways must oe provided where required. Cleanup operat ' ons small follow immediately bchinn backfilling and the work site s.-.all be kept in an orderly condition at all times . when flagmen an(i guards are required by reaulition or when deemed necessary for safety, they shall be furnished with approved orange we_arink7 apparel and other regulation traffic-control devices . TPAFFTC CnNTPOL Traffic control on all county highway riahts-of-wAy shall meet the requirements of Part TV of the lranual on Uniform Traffic Control Devtc►s for F reets and Hiahways oublished by the U.S. nepartrent of Transportation Federal iTighway and Administration as adopted by the State of Llreaon and all state of nregon Supplements . PPnTFCTInPi OF PPOPE RTY Protect stored materials , cultivated trees and crops, and other Items located adjacent to the proposed work. Notify nroperty owners affected by the Construction at least 48 hours in advance of the time construction begins . Durinq construction onerarions , construct and maintain Fuch facilities as may he required to provide access by All prorerty owners to their property. No person shall he cut off from access to his residence or place of business for a period exceedinq 8 hours, unless the Contiactor has made special arrangements with the affected persons . F IPF PPFVF!41'1ON AND PROTECT10 The ContrActr,r shAll perform all work in a fire-safe manner . He shall Supply and mAintain on the site adenuAte fire-fighting equ' p,nent CoDAble of extinquishin,T incipient fires . The Contractor shall comply wLth e,pnlicab) e Fr'.deral, locAl , Ansi :tate fire-prevention regulations . where these requlAtions no not apply, acplicable parts of the rJational Fire Prevention StindAr,i for safenuar,"inq Ruildina Construction nLerations (NF'PA X40. L41 ) , shall be followed. ACCKS,n FOP PUI,JCF:, FIPF,, AND PgST�L SFNVTCE Notify the Fire Department and Police [UepArt-nent before closin1 any street or portion thereof . No closing sh4ll oe made without the Owner 's approval . rJotifv sai-I denArtments when the streets are aaaln passable for emergency vehicles . no not t,locK off emergency vehicle Access to consecutive arterial crossin,7s or deal-end streets, in excess of 300 linear feet , without special written permission fro^+ the Fire DepArtment . Conduct operAtions with the least interference to fire equtpment access, and At no time prevent such access . P13401 .A0 ()1001 A the Contr,ict,or shall leave his night emergency telephone number or numhers with thA Police nepartment, so that contact may be made ed, ily at all titres In case of barricade Arid flare trouble or other emergencies . Maintain postal service facilities in accordance with the requirements Of the U.S. Frost i.iffice Department . Move mailboxes to temporary locations designated by the Post r)ffice nepartment, and at the completion of the work in each area, replace them in their original location and in a condition satisfactory to the U.S. Post nffice Departmpnt . PRF•SERVATTUN, Rh STURATIONp AND CLLANi1P ------------- ------------ --- ------- SiTK RESTOkATlnN AND CUEANHP At, all times during the work, keep the premises c1e?n and orderly► and upon completion of the work, repair all damage c-oused by equipment and leave the project free of rubbish or excess materials of any kind. Stockpile excavated materials in a manner that will cause the least damage to adjacent lawns , grassed areas , gardens , shrubuerve or fences , regardlesn of whPther these are on private property, or on City, State, or County ri4hts-cf-way. Remove all excavated materials from grassed and planted areas , and leave these surfaces in 3 condition equivalent to their orlglnal condition. All existing drainage ditches and culverts shall be reopened and graded and natural drainage restored. Restore culverts broken or damaged to their ori,Tlnal condition and location. PEMOVAL OF ROCK FROM F lilISHF:n 5URFACFS Remove and 'ilspose of ail loose rock ani :ioul,lers larger than 'l-inch diameter occurring on the finished surfaces as a result of the construction operations . STPFF'T CLQ ANUP DURINr, Cnr15TR1Jf Ti0r1 Thorounhly clean all spilled dirt. , gravel , or other foreign material caused by the construction operations fro^ri all streets and roads at the conclusiot, of each day's operation. nU5'r 11RFVFN'rl0N Give all unpaved streets , roads, detours , or haul roads used in the construction area an approved dust -preventive treatment or periodically Nater to irpvent dust . Applicable environmental regulations for dust Prevention shall be strictly enforced. P1 i901 .AO 01001 9 PPFSFPVATInN OF Ctjl,VE,PTr, AND DRAINAGE; DITCHES Atter backfillinq of the trenches , restore all culverts and storm drain ditrnes destroyed, damaged, or otherwise modified during construction to a condition eauivalent , in the opinion of the E;nginier, to the condition of the hitch before construction. Ditches so reconstructed shall be built in their original locations . NAVE.-IN ANr' TPIPORAPY FACILITIF;S This iterr shall include the arrdnyemPnts or items of work that the Contractor must make or perform prior to tr.z actual on-site construction and shall Include bonding and insurance previsions . SUHMITTALS nUk1NC, CONSTRUCTION rENFRAL Reauirements in this section are in addition to any Specific requirements for submittals specified in other sections of. these Contract Pocuments. Submittals to the Engineer shall he addressed to CH2M HILL NOPTHWE;ST, Inc. , 200 S.W. Market Street, Portland, Oregon 97201 . Submitted data shall be fully sufficient in detail for determination of compliance with the Contract Documents . Review, acceptance, or approval of suhstitutions, schedules , )op drawings , lists of materials , and procedures surmitted nr requested by the Contractor shall not add to the Contract artount , ind all alditional costs which may result therefrom shall be solely the obligation of the Contractor . The Uwner is not precluded► by virtue of review, Acceptance, or approval , Froin obtaining a credit for construction savings resulting from allowed concessions in the work or materials tnerefor . It shall riot by the resnonsitA lity of the Owner to provide engineering or other services to protect the Contractor from additional costs accruing trom such approvals . No equipment or material for which listings, drawings , or descriptive material is required sh311 he installed until the E;ngtneer has on hand copies of such aprroved lists and the appropriately stamped final shop drawings . Pt 3,4111 .A0 01no1 10 The review of drawings by the Enqineer will be limited to general design requirements only, and shall in no way relieve the Contractor from responsibility for errors or omissions contained therein. Submittals will be acted upon by the Engineer as promptly as Possible and returned to the Contractor not later than the time allowed for review in SHOP DPAWING SUBMITTAL PROCEDURE. Delays caused by the need for resubmittals shall not constitute reason for an extension of Contract time. SHOP nl4AW.INV; SUKMITTAL PROCKDURE Refer to the GENENAL CONDITIONS, SHOP OPAWIN(", PEGUIREMENTS Shop drawings referred to herein shall include shop drawinns and other submittals for both shop And fieri-fabrlcAtea items . The Contractor shall subRlt , as anplicahle, the following for All prefabricated or manufactured structural , mechanical , electrical , plumbing, process systems , and equipment : Shop drawings or eluinment drawings, including dimensions, size and location of connections to other worK, and weight of equipment . Catalog informAtion and cuts . Ci mplete manufac.tlirer 's speclficAtlons , including materials description Ansi paint system. .suggested spire parts list with current price information. List of special tools required for checking, testing, parts replacement, and maintenance . (Special tools Are those which have been specially designed or adapted for use on parts of the equipment , and which are not customarily and routinely carried by maintenance mechanics . ) list of special tools furnizned with the equipment . List of materials and supplies furnished with the equipment . Special handling instructions . Requirements for storage and protection prior to installAtion. List of all requeste_ l exceptions to the Contract nocuments . The submittals shall include satisfactory identification of items , units , and Assemblies in relation to the Specification section number , and the system or equipment identificAtion or taq numher shown oij the Drawings , the ,process anti Instrumentation DIagrim H&IP or as provided in the apnlicahle specification section. P13901 .AU 01001 11 Shoold the Contractor propose Any item on his shop drawings, or Incorporate An item into the work, and that item Sbould subseuuently prove to be detective or otherwise unsatisfactory, (regardless of the Kngineer 's preliminary review) , the Contractor shall , at his own expense, replace the item with another item that will perform satisfactorily. OPERATION ANO MAINTENANCK (n&m) MANUALS Provide four copies of the manufacturer 's operating and maintenance Instructions for each piece of equipment. information shall by complete and in suitable form for reade use by the plant operator. .^atalog cuts and information regardtnq spare parts shall he included. The operating manuals and instructions shall he assembled in ring binders or other form as directed by the Engineer . PAYMFNT Payment for the work in this section wi. 11 be included as part of the lump sum or appllcAble Onit prices stated in the �Iroposal . r * • a► r w N13'4(')i .AO nluol 1 ? 02221 T'2E:NCH FXCAVATION AND BACKFILL ------ ------ ---------- --- -------- A. SCOPE. This section covers the work necessary for the trench excav,;tion and backfill, complete, except for pipe base and pipe zone backfill which Are included under the specification for the pipe. ASPHALT COLD MIX Asphalt cold mix 6 inches thicr shall be placed over all trr.nches until permanent asphalt concrete pavement is placed or in lieu of permanent asphalt concrete replacement as shorn on the Drawings . EXCAVATTPNI AND HACKFUL FnR FIRE: HYDRANTS AND STMTLAR. APPURTFNV,C.E,S Excavation and backfill for fire hyCrants and similar appurtenances will he included for payment under the applicable section. TRENCH FXCAVATICIN FXCAVAtlon is unclassified. Complete all excavation rerlar1less of the type of materials encountered. The Contractor shall mAke his cAn estimate of the kind and extent of the various materials which will be encountered in the excavation . B. MATFPTALS FOUNDATION STARILrZATTO�J Foundation stabilization shall be 2-1 /2-arch minus crushed rock, with reasonably uniform gradation from coarse to fine, and free from excessive dirt or other organic material . TRENCH BACKFILL GRANULAR BACKFILL Granular backfill shall he clean, bank- or pit-run grAvel or crushed rock, havinq reasondhly uniform gradation from coarse to fine. The maximum slze shall be 3/4 inch. Sand, meeting the Approval of the Fngineer , may be used in lieu of 3/4-inch minus materiml . CRUSHED POCk RACKFILL Crusned rock hdckfill shall he as specified for ROCK F'UN 511PFArTNG AND NA,SE in section SUPFACE PFSTUPAT1(VJ. submit samples to the Engineer for Apprnval , if requested. Provide 4i4-inch minus as shown or as approved. P13LIOI .An 02221 1 ASNt+ALI Cnl,l MIA As specified ty the ltregon Department of Transportation Highway Division. rOMPACTION EQUIPMFNr Compaction equipment shall be of suitable type and adequate to obtain the amount of compaction specified. Compaction equipmenr shall be operatel in strict accordance with the manufacturer's instruct inns and recommendations and shall be maintained in such condition that it will deliver the manufacturer 's rated compactive effort . C . WURKMANSHTP ----------- PAVEMENT REMOVAL Cut all bituminous pavement, regardless of the thickness, prior to exCavatlnn of the trenches with an approved pavement saw, hydroha�nmer, or approved pavement cutter . wilth of the pavement cut shall be at least equal to the required width of the trench at ground surfAce. Pavement removed shall he hauled from the site and not used for trench backfill . 'TRF:NCH WIDTH Minimum idth of unsheeted trenches in which pine is to be laid shall be 19 inches greater than the insid�o diameter of the pipe, or as approved. Sheeting requirements shAll be lnaepPnrient of trench widths . Th '.ax + mum width at the top of the trench will not he limited, exCPOt where excess width of excavation would cause damage to adjacent structures or property. Confine trench widths to dedicated rights-of-,day or construction easements , unless special written agreements have been made with the afEPCtPcl property Owner . GPAPE Excavate the trench to the lines And grades Shown or as established by the Fngineer with proper allowance for pipe thickness anti for pipe rase or special peddina when rernlireo. If the trench is excavated below the required grade, correct any part of the trench excavated below the grade at no additional cost to the Owner , with gravel of the type specified for pipe base in Section Dt1CTILr IRON PIPE; AND FAST IRUN FITTINGS. Place the gavel over the full width of trench in compacted layers not exceeding 6 inches dPPn to the established grade with allowance for the pipe base or special bedding. P139u1 .A0 02121 2 SHOPiNC:, SHrF PING, AND HNACINC, OF TRENCHES Sheet and brace tie trench when necessary to prevent caving during excavation in unstable material, or to protect adjacent structures, Property, workmen, and the public. Increase trench widths accordingly by the thickness of the sheeting. Maintain sheeting in place until the Pipe has been placed and backfilled at the pipe zone. Shoring and sheeting shall be removed, as the backfilling is done, in a manner that will not damage the pipe or permit voids in the backfill . All sheeting, shoring, and bracing of trenches shall conform to the safety requirements of the Federal , stater or local Public agency having Jurisdiction. The most stringent of these requirements shall apply. LOCATI0 a nF E;XCAVATFI7 MATERIALS During trench excavation, place the excavated material only within the construction easement , right-of-way, or approved working area. no not obstruct any private- or public-traveled roadways or streets . Conform to all Federal , State, and local codes governing the safe loalinl ot all trenches with excavated material . RE:MnVAL OF wATE'R At all times provide ani maintain ample means and devices to nromptly remove and dispose of all wager entering the trench excavation during the time the trench is heinq rrepared for the pipe layinq, during the laying of the pipe, and until the backfl.11 at the pipe zone has been completed. These :.rovisions shall apply during the noon hour as well as overnight . Disrose of the water in a manner to prevent damage to adlacent property. Drainage of trench water through the pipeline ander construction is prohibited. F01PIDATION STARILIZATUTA When, in the opinion of the Engineer , the existin; material in the bottom of the trench is unsuitable for supnorting the pipe, excavate below the flow line of the pipe, as directed by the F:ngineer . Racktill the trench to subgrade of pipe base with foundation stabilizatioh material sp'clfied hereinbefore. Place the foundation stabilization material over the full width ct the trench and compact In layers not exceeding n inches deep to the re--auired grade. PIPE: EASF AND PIPS' ZUNF BACKFILL PiPP hese and ripe zone backfill are Included In specification torr pip'. P13901 .A0 02121 3 TRENCH BACKFILL AHUvE: PIPE ZONE: when backfill is placed mechanically, push the backfill material onto the slope of the backfill previously placed and allow to slide down Into the trench. Do not push backfill into the trench in such a way as to rermit free fall of the material until at least i feet of cover is Provided over the top of the pipe. Under no circums►.ances allow sharp, heavy pieces of material to drop directly onto the pipe or the tamped material around the pipe. bo not use backfill material of consolidated masses larger than 112 cubic foot. Rackfill. the trench above the wipe zone with approved granular backfill material In lifts not exceeding H-inch loose aepth and cimpact each lift to a minimum of 95 percent of maximum density as determined by AASHTU T 99, Method C , with mechanical vibratinq or impact tampers . Maintain the surface of the backfilled trench level with the existing grade with asphalt cold mix material for previously paved roads and crushed rock backfill for road shoulders until pavement replacement is completed or the entire project is accepted by the Uwner . Any subsequent settlement of the finished surfacing during the warranty period shall be considered to be a result of improper or Insufficient compaction and shall be promptly repalreA by the Contractor at no cost to the Owner . MAINTFNA14CF. fIF TRENCH BACKFILL Maintain the backfilled trench surface between any valved sections of pipeline until the following operAtions have been completed and approved by the Fnginper : valves , valve boxes , and hydrants installea. 4y1rostatic testing. Testing and sterilization. Cleanup and restoration of all Physical features . Utilities restored to their original condition or better. And, in 4enerAl , All work required between the line valves Accomplished with the exception of repaving. This maintenance shall include , but not be limited to, the audition of crushed rock hackfill material or asphalt cold mix to paved roAds to keep the surface of backfilled trenches reason3oly smcoth, free from ruts ana potholes , and suitAble for normal traffic Clow. P13901 .Ao n2?21 4 No additional payment will be made for the maintenance of the trench backfill Irior to completion of the work outlined above. No pavement replacement shall tt:, undertaken until all items outlinea above have been completed and approved by the Engineer. Maintenance of the trenches requiring asphalt cold mix only shall by continued through acceptance of the project . Maintenance of backfilled trenches is considered as incidental to this item of work and payment for such maintenance will be considered as Included in payment for trench excavation and backfill . DISPOSAL OF EXCESS EXCAVATED MATERIAL Dispose of all excess excavated materials . Make arrangements for the disposal and bear all costs or retain any profit incidental to such disposal . GPAINAGE'. rULVERTS Peplace in kind drainage culverts which are removed and are at or near right angles to the pipe centerline. If the pipe is damaged during removal , dispose of it and farnish and install new pipe. Dispose of culvert pipe that is in too Poor condition to replace because of age, physical conditions , or other reasons beyond the Contractor 's control , and install new ripe furnished by the Owner . Peplace culverts to the lines and graces established by the Engineer. Po not replace culverts until the vroposed pipeline is installed and the backfill of the trench has been completea to the suhgrade of the culvert . SFTTLE'MF NT Any settlemert noted in backfill , fill ► or In structures built over the backfill or fill within the I-year warranty period in accordance with the GE;NEPAL C0N()I'rinN5 will be considered to be caused by Improper compaction methods and shall he corr'cted at no cost to the Owner . Structures aamageo by settlement shall be restored to their original condition by the Contractor at no cost to the Owner . D. PAYMENT payment for the work specified in this section will be Rade at the unit prices stated in the Proposal and shall be included under the followin,Y items . Comoutation of Iuantitles will be as inAicated for each iter* find will r-e based upon measurements made t:y the hnaineer . P13901 .A0 02121 5 Phyrent for trench excavation and backfill for tire hydrants and valves will be Included under those sections . TkENCN EXCAVATJ(TN AND BACKFILL Payment for trench excavation and b3cktill rill be made at the unit price per linear toot stated in the Proposal . The length of trench for which payment will oe ma4e shall be the Measured horizontal distance along the centerline of the pipe, valvest and fittings, in place, except that trench excavation and backfill for lump sum items will not be paid for ender this item. Payment for trench excavation and backfill shalt constitute full compensation for all work specified under this item. The price bid per linear foot shall include all extra excavation required to provide yiace for pipe base where specified oT ordered b1, the FnUlneer and for the removal and replacement of drain9ge culveres. The bid price shall also include any incidental excavation and backfill necessary to widen the trench for installation of branch-line fittings . Pipe base ana pipe zone backtill are specifier under Section D'IC TILE: IRON PT41F ANC CAST IRON FITTINC;S. FOUNDATION STABILiZATI04 Payment for tnis item will be based on the unit price Per cubic yard stated in the Proposal . Ppasurpment will he based upon individual trip tickets of actual truck measure furnished the Engineer for cubic yards used under tris item. Trip tickets shall be presented to the F;ngineer for his signature on the ,-fay the material is delivered. No payment will he allowed on trip tickets not so validated by the Engineer . Payment for this item shall constitute full compensation for all materials , labor , equipment , and incidentals necessary to furnish materials at trench side and for nlacinq and compactlnq it in the trench and for the extra degth of trench excavation rpquired below the Pipe base grade to provide for a Stable hasp for the pipe. chis item Is to provide for unstable hase encountered in the progress of the work and shall be used only under the dlri!ction of the Engineer . ASPHALT COLD MIX, Payment for furnishing and installinq asphalt cold mix will be paid for on a linear toot basis, as stated in the Contractor 's Proposal . Measurement Snall be as defined under pavppnt for trench excavation and ba0'fill . �/ 1, � ♦ 11 i P13901 .A0 OZlll 6 0261 b SURFACE RFSTOPA'rION ----- ------- ----------- A. SCOPE This section covers the work necessary to replace, + hen directed, all asphalt pavements rock surfacing, and other street features damaged either directly or indirectly by the operations incidental to the construction of the pipeline and water system, comnlete . The surface restoration details shall be as shown on the nrawinns and defined hereinafter . B. MATFRlALS PnCK FG8 SURFACING AND RASE Rock shall be crushed gravel or rock meeting the following quality standards : Abrasion (AASHTO T 96 ) Maxim(Im wear 35 Percent Fractured face Minimum particles 7S percent Liquid limit Not oreater .iu percent (AASHTU T 89) than Plasticity index Not greater F percent. (AASHTn T 91 ) than The aggregate shall consist of uniform quality, clean, touq1i, durable tragments of rock or gravel , free from Flat , elnnilated, soft or disintzgrated pieces# and other objection?ble matter occurring eitnor free or as a coating on the stone. Based on U.S. standard sieves , the gradation of the agaregAtes to ve furnished shall be as indicated below: r a� P13901 .AU 0261b 1 tjRAPATI(IN Percent Passing by Weight - 3/4-inch Minus - Sieve Oesignatlon Leveling or (Square Opening) Surfacing Course 1 -inch - 100 3;4-inch 90 - 100 3/8-inch 60 - 80 1/4-inch 40 - 60 No. 200 0 - 5 Submit proof in the form of test results from an approved commercial testing laboratory or other evidence satisfactory to the Fngineer to show that the materials meet tt,! quality and gradation requirements . ASPHALT CONCPETF AsPh;.It concrete mix conforming to the Standard Specifications For Hiqhway Construction of the Oregon State Highway Department, Class C . C . WORKMANSHIP CONSTPUCTIGN PPOrEDl1RF The Engineer reserves the right to vary the classes of backfill and the type of resurfaclnq as best serves the interest of the Hwner . Trench backfill shall ne as specified in Section TRF:PICH EXCAVATION ANU BACKFILL. In addition to the relulrements set forth herein, the work shall conform to the applicable workmanship requirements of the state highway or municipal specifications . REMOVAL OF PA4EMF'NT Removal of all pavement shall conform to Section TRENCH EYCAVATIPM ANIS BACKFILL and payment for removal shall be included in that section. STREET MAINTE:NANCF: Ma' nrain all trenches as srecified unigr Section TRENC4 EXCAVATION AND BACKFII L. P13901 .AO 02b1b 2 ASPHALT CnNCPETF PAVEMENT REPLACEMENT SUPGRADE Bring the trench to a smooth, 1ven grade at the correct distance below the top of the existing pavement surface so as to provide adequate space for the leveling course and pavement . Trim existinq pavement to a straight line to remove any pavement which has peen damaged or which is broken and unsound to provide a smooth, sound edge for joining the new pavement . Compact the subgrade to 80 percent of maximum relative density to A depth of 8 inches in accordance with ASTM D 2049. Accomplish supplementary compaction where required with approved mechanical vibrating or impact type tampers. Compact the subgrade with mechanical vibratory or impact tampers „ Determine the amount and method of compaction necessary to prevent subseq,ient settlement. Any subsequent settlement of the finished surfacing during the warranty period shall oe promptly repaired by the Contractor at no cost to the Owner . LEVELING COURSE PIAme sufficient levelirw course material to obtain a thickness of 4 inches after compar_tion, ani for proper matching with the adjacent existing pavement . Place the leveling course for the full width of the trench where pavement was disturbed, including bituminous surfaced shoulAers . Compact tte leveling course with mechanical vioratory or impact tampers . determine the amount and method of compaction necessary to prevent subsequent settlement . Any sutsequent settlerient of the firished surfacing durinn the warranty period shall be promptly repaired by the Contractor at no cost to the owner . ASPHALT CCINCRF.TF The edges of the existing asphalt pavement shall be painted with hot Asphalt cement or asphalt emulsion immediately before placin�i the asphalt patching material . Place the asphalt concrete on the prepared leveling course over the trencn to a depth of not less than 2 inches or the depth of the adjacent pavement, whichever is greater, but not for more than 4 inches . It the thickness is greater than h inches , place the surfacing In two lifts . Spread and level the asphalt concrete with hand tools or by use of a mechAnicAl spreader, depending upon the area to be paved. Bring the dSUnalt concrete to the proper grade And compAct by rollino or the use of hand tampers Ihe.re rolling is impossible or impractical . P139ol .AO 0261h 3 Poll with E)owPr rollers Capable of providing compression of 20U to 300 Founds F-er linear inch. Healn the rolling frou the outside e,l,ie of the replacenent Progressing toward the existinq sUrfacina, lapping the existinq surface at lehst 1 /2 the width of the roller . If existing surfacing bounds both edges of the replacement, bPnin rolling at the edges of the replacement, laphinq the existing surface at least 1 /2 the width of the roller , and progress toward the center of the replacement area. Overlap each rreceding track ►,y At least 1/2 the width of the roller and make sufficient gasses over the entire area to remove all roller marks and to produce the desired result , as determined by the Engineer. The finished surface of the new compacted pavijIg shall be flush with the existinq surface and shall conform to the grade and crown of the Adjacent pavement. immediately after the new paving is compacted, all joints betweer new and original asphalt pavement shall be painted with hot. asphalt or asphalt emulsion and he covered with dry paving sand before the Asphalt solidifies . SURFACK ShinUTHNF55 The surface smoothness of the reolaced pavement shall he such that v,hon a straightedge is laid across the patched area between the edges of the old surfacing and the surface of the new naverrent , the new pavement shall not deviate from the straightedge more than 1 /4 inch. P(IAD 5HLIULpE:P5 where the trench parallels graveled road shoulders , the Contractor shall be resronsihle for road shoulder maintenance anti final surface restoration. The Contractor shall add crashed rock to road shoulders where required to return the shoulder to its original condition, As determined by the Engineer . MO rayrnent will be made for this road shoulder restoration and the Contractor shall perform his operAtlons such that disturhAnce to existing road shoulders is kept to a minimum . WEATHF,R CnNDITIONS Asptalt shall not be aprlied to wet mAterIaI . Asphalt shall riot ne applied during rainfall , sand or Aust storms , or any Imminent storms that might adversely affect the construction . The Engineer will determine when surfaces and material are .cry enough to proceed with construction. Asphalt concrete shall not be placed ( 1 ) when the atmospheric temperature is lower f-^an 40 1Pgrees F, (2 ) during heavy rainfall , or ( 3 ) when the surface upon which it is to be placed is fr070h or wet . Exceptions will he permitted only in special cases and only with prior written approval of the Engineer. P13901 .AO U2616 1 PROTECTION OV STRUCTURES Provide whatever protective coverings may he necessary to protect the exposed portions of brldges, culverts , curbs, gutters , posts, auArd fences, road signs, and any other structures from splashing oil and asphalt from the paving operations. Remove dny oil , asphalt , dirt, or any ether undesirable matter that may come upon these structures by reason of the paving operations . Where water valve boxes , manholes , catch basins , or other underground Utility appurtenances are within the area to be surfaced, the resurfacinq shall be level with the top of the existin4 finished elevation of these facilities . If it is evident that these facilities are not in accordance with the proposed finished surface, notify the En9lteer to have the proper authority contacted in order to have the facility altered before proceeding with the resurfacing around the obstruction, unless otherwise approved. Consider any delays experienced from such ohStructions as incidental to the pavin(7 operation. No additional payment will he made. protect all covers during asphalt application. F:XCF'SS MATFRI ALS niSrose of all excess materials : Make arrangements fnr the disposal and bear 311 costs or retain any profit Incidental to Such disposal . CONTRACTUN 'S HF'SPONSIRILITY Settlement of replaced pavement over tenches +vithin the warranty Period shall be considered the result of improper or tn,idr-juate rompaction of the subbase or Kase materials . The Contractor shall Promptly repair all aavement deficiencies noted during the warranty period at no additional cost to the owner . C`NESSJNG OF SHnULUFRS In addition to the preparation of the surtacei roadway, where disturbed, blade the entire width of the (Traded roadway hetwee'i the outside edges of the shoulders until it presents a neat and uniform appearance . Upen Up all culverts under the roadway or under side roads within the right-of-way or ditches obstructed by the ContrActor 's operations , and remove all det�ris therefrom and dispose of as directed by the Fngineer . HOCK SUHFAC I t:C, Where so directed by the F:nalneer, place 3/4-inch ^pinus crushed rocM surfacing material , as specified herein to A compacted dPpth of 6 Inches on street shoulders and other areas disturbed by the construction. The areas covered shall be as directed by the Fnolneet and shall be for the full width of the trench. Spread the rock by tailgating and sUrplement by hand labor where necessary. Level and grade the rock to conform to existing grades and surfaces . F13901 .AO Uhlb 5 BARK, REPLACFMF--NT AT SPECIAL CONNECTION NO. 3 Place hark over the entire area disturbed to a loose depth of 4 inches . Bark shall be medium grind fir, 3/4-inch minus , free from foreiqn materials . U. PAYMENT Payment for the work under this section shall be based on the appropriate unit prices stated in the Contractor 's Proposal . Pavment shall be considered full compensation for furnishing all labor, materials, and equipment to complete the worK as soecif.ied under this section. ROCK SUPFA,CING Payment for replacement of rock surfacing shall be cased on the unit Price per linear foot As stated in the Contractor's Proposal . The unit Price for the rock surfacinri shall include payment for excavating to Provide space for the rock It necessary and disposal of all excess excavated material . ASPHALT CONCPETN, PAVEPlE;NT HLPLACFMENT Payment for resurfAcinq Will he based on the unit price ner linear fort stated In the Contractor 's Proposal for the actual area replaced. No payment for restoration of disturbed graveled road shoulders that parallel the trench will he made. The Contractor shall Include the cost for this restoration In the unit price per linear foot for asphalt concrete pavement replacement . The unit price shall include payment for excavation required to provide space for the surf.actnq, prenar,#tton of the trench, surfacing, disposal of all excess excavated materials , and All other worK required to complete the rPsurtacin(l. The crushed rock leveling course shall he included in the bid price per linear foot for pavement replacement as Stated in the Contractor 's Proposal . The Price ver linear foot sr,sll also include the Inst of hark replacement at Special Connection No. 4 . P13901 .AO 02616 6 15UO3 DUCTILE IRON PIPE AND CAST IRON FITTINGS ----- ------- -•-- ---- --- ---- ---- -------- A. SCOPE ----- This sectior covers the work necessary for furnishing and installing the ductile iron pipe and cast iron fittings, complete. H. MATERIALS ...0000.. JnINTS Pipe joints shall be push-on Joints, except where specifically shown or detailed otherwise. Fitting Joints shall be mechani.al Joint ends , except where specifically shown or detailed otherwise. MECHANICAI, JOINT CAST IRON FITTINGS Mechanical joint cast iron fittings shall conform to AWWA C110 and Shall be of a class at least equal to that of the adjacent pare. Mortar lining for fittings shall he same thicKness specified for pipe. F14ANGED CAST IRON FITTINGS Flanged fittinas shall conform to ANSI B16 . 1 and shall he faced and drilled 125-pound ANSI . The fittings shall he 125 psi rated working pressure and cement-mortar lined to same thickness specified for pipe. GASKETS Gasket material for flanged joints in cast Iron pipe shall he cloth-inserted sheet rubber gaskets con`_orminq to AWWA C207 and ANSI H1b. 21 , 1 /N-inch thick . The gasket shall he full-cut , -+itn holes to pass bolts . Gasket material shall be tree from corrosive alkali or acid ingredients . DUCTILE IRON PIPF PUSH-UN JOINT PINE: Push-on joint ductile iron tripe shall be centrifugally cast of 60-42-10 Iron and shall conform to ANSI A21 .51 or ANWA 0151 . Thickness class shall be 52 for R-Inch ane smaller and Class 5U for 12-inch and larder . The oipe shall be cement-mortar lined and seal cc+rted in accordance with ANSI A21 .4. The ruhber-ring gaskets shall be suitable for the specified pipe sizes and pressure and shall conform to applicable ports of the latest Federal Specification wW-P-421 , and shall be furnished by the pipe manufacturer . A nontoxic veoetahle soap lubricant shall he supplied with the plpP in sutticlent nuentities for installinq the pipe. P13901 .A0 1500.1 1 HANDLING Handle the Pipe s.) as to prevent injury to the coating and linircl. place no ptre or other material trslde any other pipe at any time after it has t-een coated. MECHANICAL COUPLINGS Mechanical couplings, not a part of the pipe itself , shall be cast iron couplings with rubber rings and alloy bolts and nuts . Couplings shall be Dresser No. 38 , Rockwell International No. 411 , or equal . IMPOR'IFD GPANl11 AP MATKHIAL FUN PIPF: FASE AND FOR PIPE Z(1NF 71PAn pea gravel or crushed rock with a maximum size of 3/4 inch, uniformly araded from coarse to fine. Clean beach# pit-run, or reject crusher. -run sand may be substituted for gravel in trenches with no ground water in the pipe zone. Submit samples to the Engineer for approval . SELECTED TPENCH EXCAVATFI MATE,PIAL FOP PIPE: E3ASE AND FOR PIPE ZnNF: Selected trench excavatea material shall contain no rock: frozen soil , or other piece of material larder than 1 -1 /2 inches . Contract )r shall stockpile selected material for pipe base and pine zone. THRUST BLnCniNG MATERIALS The pro7ortions and mix design shall be such that the concrete will develop a minlnum strength of 2,500 psi at 28 days . C . wnRKMANSHIP ----------PREPARATION (IF I FFNCH GRAD F. Grade the bottom of the trench by hand to the line and Trade to which the pipe is to be laid, with prover allowance for pipe thickness and for pipe base when specified or indicated. before ' laying each section of the pipe, check the g, .ide and correct any lrreqularlties found. The trench bottom shall Torr a continuous And uniform bearing and support for the pipe between bell holes, excPpt tnat the Trade may be disturbed for the removal of lifting tackle . SFLErTFT> TPFNCH FXCAVATF'D VATFRIAL FLIP PIPM BASF AND Flip PIPE. ZU11E if , in the Fngineer 's opinion, the trench excavatiln has material suitable for pipe base, grade the bottom of the trench by hand with A oniform beddinq of selected trench excavated material to a mtnimum of 2 inches In thickness not to exceed a maximum of 4 inches in thlcKness, placed and leveled to grade in advance of the pipe laying. If the trench lr overpxcavated, rebuild the overexcavaterl section of the trench with compactei inpnrted granular plop hasp material at no additional cost to the owner . P13901 .AO 15003 2 IMPUHTFI) GNANUI,Ak MATERIAL FnR PIPE BASE Provide imported granular material for pipe base under 311 Pipe where, in the opinion of the Engineer , material satisfactory for fine grading and bedding the pipe is not avail.avle at the trench. t)lace granular hase for pipe in the trench to a minimum depth of 4 inches . Trenches to be provided with N granular base for Hire will be designated by the Engineer during construction. Grace the top of the hase to the bottom of the pipe ahead of p1Re laying for the full width of the trench. Base shall provide a firm support along entire pipe length. HELL (jUINT) HOLES At the location of each joint , did hell joint holes of ample dimensions in the bottom cf the trench and at the sides where necessary to permit thF joint to be made properly and to permit easy' visual inspection of the entire point . REMOVAI OF wATE.R Provide and maintain ample means and devices at all times to remove and dispose of 811 water entering the trench excavation during the proceSs of PIpP laying. LAYING PISTRIETITJNG PIPF C)istrikutP RatPrial or, the lot) fIotii the cars , truces , or storage yard no faster than ran be used to goor' advantage . In general , distribute no more than 1 week 's supply of material in advance of the laying. HANDLING P'ATtPIAL Provide and use proper implements , tools , and facilities for the safe and rro�,er prosecution of the wore'. Lower all pipe, tittinris , rind apvurter.ances into the trencn, piece by piece, by means of a crane, slings, or other suitabiP tools or equipment , in such a manner as to rrevent damage to the pipeline materials and protective coatings and linings . no r.ot drop or Hump pipeline materials into tine trench . CLEANING PiPF AND FTTT1►J(-,5 pemove all lun:os , blisters , and excess coal-tar coating from the bell -and-spi^,et ends of eac'i pipe. Wire brush the outside of the spigot and the inside of the, hell and wipe clean, Irv, and free from nil and grease before the rine is laid. P13901 .A0 15003 3 Wipe the ends of mechanical joint pipe and fittings and of rubber gasket joint pipe and fittings clean of all dirt, grease, and foreign matter . PLACING OF PIPE IN TIE TRENCH Do not allow foreign material to enter the pipe while it is being placed in the trench. PUSH-ON JOINT PIPE a After the first length of push-on joint pipe is installed in the trench► secure pipe in place with approved backfill material tamred under and along sides to prevent movement . Keep ends clear of backfill . After each section is jointed, place backfill as specified to prevent movement . NUMNFR OF PIPES LAID REFORF JOINTING PUSH-ON JOINT PIPE. Connect push-on jotnt pipe as hereinafter specified as soon as it Is placed in the trench. PREVENTING TRFN(.H WATER FROM ENTE14ING PIPE Conform to requirements for dewAterinq in Section TRENCH EXCAVATION AND HACKFILL. CUTTING PIPF GENERAL Cut pipe for inserting valves , fittings , or closure pieces in a neat and workmanlike manner without damdginq the pipe or linino and so as to leave a smooth end at right angles to the axis of the pipe. DUCTILE IRON PIPF. Cut pipe with milling type cutter or saw. Do not flame cut. DRESSING C01' ENDS 'gess cut end of mechanical joint pipe to remove sharp edoes of projections which may damage the rubber gasket . Dress cut ends of push-on joint pipe by heveling, as recommended by the manufacturer . F•13901 .A0 15003 4 BELL END TO FACE. DIRECTION OF LAYING Unless otherwise directed, lay pipe with bell end facing in the direction of the laying. For lines on an appreciable slope, face hells upgrade at the discretion of the Engineer. PCRMISSIBLE DEFLECTION AT JOINTS Wherever it is necessary to deflect pipe from a straight line, either in the vertical or horizontal plane, to avoid obstructions , or where long-radius curves are permitted, the amount of deflection allowed shall not exceed the values In the following tablet Maximum Deflection Permitted* 18-Foot Length Pipe •s•-..---•------,------•------------------•-----•-•---ter--- Pell-and-Splaot** Mechanical Joint*** Push-nn ,10int Flax . Max. Defl . Defl . Max. Pipe Angle Wile Den . Dia. Degrees Defl . Degrees Cefl . Angle Defl . ( In. ) and Min ( In. ) and Min ( In. ) Deg. ( In. ) --------------- ------------------------------------------ -------------------•------ •1-------------------- 4 4 - 00 15 .07 H - 18 31 5 18 6 3 - 30 13.20 7 - 07 27 5 19 8 3 - 14 12 . 18 5 - 21 20 5 18 10 3 - 01 11 .74 5 - 21 20 5 18 12 3 - OU 11 . 30 5 - 21 20 5 18 *The maxium deflection shall be whichever is less, the table or that recommended by pipe manufacturer . **Llrlttinq factors : 1 . Joint onening not to exceed 0. 75 inch. 2. Caulkin,7 space at face of bell to he not less than 0.25 inch in width. ***Safe deflection for 150 pounds pressure. For higher pressure, reduce tabulated deflection 10 percent for each 15U no,inds andel pressure. ALIGNMENT Pipelines intended to be straight shall not deviate from the straight lire At any joint in excess of 1 inch. v13901 .A0 15003 5 HNSUITABLE CUND110NS FOR LAfTNG PIP1r Do not lav pipe in water or when, in tt.e opinion of the Fnaineer, trench coalitions are unsuitable. JOINING PUS}{-ON JOINT PIPE AND MECHANICAL J(11NT FITTINGS Ley and join pipe with push-on type joints in strict accordance with the manufacturer's recommendations. Provide all special tools And devices, such as special jacks, chokers, ani similar items required for the installation. Lubricant for the pipe gaskets shall be furnished by the pipe manufacturer, and no substitutes will be permitted under any circumstances . Mechanical joint fittinas vary slightly with different manufacturers . Install the particular fittings furnished in accordance with the manufacturer 's recommendations . In general , the procedure shflll be as hereinafter specified, Clean the ends of the fittings of all dirt; mud, and foreign matter by washing with water and scrubbing with a etre brush, after which slip the gland and gasket on the plain end of the pipe. It necessary, lubricate the end of the pipe to facilitate slidina the gasket in place. Then guide the fitting onto the spigot of the pipe proviouslY laid. 'MECHANICAL COUPLINGS Field coat mechanical couplings with two coats of Koppers hitumastic No. 50. THRUST PLUCKING On all pipelin_s , securely anchor by suitable thrust blockin(I, all tees , plugs , caps , And bends exceeding 5 degrees, as shown, and at other locations where unbalanced forces exist , as directed by the Fngineer . The concrete mix shall have 2b-day compressive strennth of not less than 2,500 pounds per square inch. Place blocKinq between the undisturbed ground and the fitting to he anchored. Iue bParinq surface shall be calculated based on a soil bearing oressure of 1 ,500 psf and a test pressure of 150 psig. Place the blocking so that the oipe and fitting joints will be accessible to repairs , unless otherwise shown. Conform to the Standard Detail shoon on the Drawings . METAL HARNESS Metal harness of ade.Tuate strength to rrevent movement may be used Instead of concrete blocking only when directed by the Enalneer . Not-dip galvanize metal harness after t.•.bricatlon or furnish with comparable corrosion protection, as anr.:oved. PI WI . An 15003 h DFFTNITION OF PIPE: ZONE The pipe zone shall incluae the full width of the trench from the bottom. of the pipe to a point 6 inches above the top of the pipe barrel . SELECTED TRENCH EXCAVATED MArERIAL After the pipe is in place and ready for backfillinq, piace selected trench excavated material at approximately the same rate on each side of the pipe such that the elevation of the backfill on each side of the pipe is approximately equal at all times . Compact the bacKflll by tamping In 6-Inch lifts to the horizontal centerline of the pipe . Each layer shalt be compacted to at lust 95 percent of its maximum density as determined by AASHTO T 99. Particular attention shall be given to the backfilling and tamping procedures tm assure that no unfilled or uncompacted areas occur beneath the pipe. The remainder of the backfill in the pipe zone shall be placed without compacting oy layers . After backfilling to the top of the pipe zone, compact the native material to at least 95 percent of its maximum density as determined by AASHTO T 99 as approved by the Engineer . IMpr1RTED (,RANULAR MATERIAL when, in the opinion of the Engineer, insufficient or unsuitahle material exists from trench excavation for selected trench excavated material► import and place imported granular backfill as herelnhPf.ore specified. The imported nranular material snall be placed and compacted In the same manner specified for selected trench excavated material . Extra payment for l,lacing imported granular material backfill in the Pipe zone will he made only when the Enriineer has directed that the material be provided anti placed. Imported granular material shall be used for the full depth off the pipe zone . This material shall be placed, in a manner approved by the Engineer, simultaneously on both Sides of pipe in lifts not to exceed 6 inches . Each lift shall be compacted to 95 percent of maximum density as determined by AASHTO T 99, Method A. HYDPOSTATIC TESTS Make pressure and leakage tests on all newly laid pipe . Furnish all necessary equipment ano material, make all taps In the pipe as required, and Conduct the tests . The tests shall to conducted between valved sections of the vlpellnP, or as approved by the Fngineer . The Engineer will monitor the tests . Furnish the follcwinq Pauipment and materials for the tests ; 111390loA0 15003 7 Amount Description 2 Approved graduated containers 2 Pressure Gauges 1 Hydraulic force pump approved by the Engineer Suitable hose and suction pipe as required Conduct the tests after the trench has been backfilled or partially backfilled with the joints left exposed for inspection, or when completely backfilled, as permitted by the Engineer. cohere Any section of pipe is provided with concrete reaction blocking, do not make the Pressure test until at 1PAst 5 days have elapsed after the concrete thrust blocking is installed. If high-early cement is used for the concrete thrust blocking, the time may be cut to 2 days . Conduct the pressure test in the following mariner, unless otherwise approved by the Engineer : After the trench has been backfilled or partially backfilled as hereinbefore specified, till the pine with Nater , expelling all air during the filling. The test pressure shall be 150 psi . DURATION The duration of each pressure test shall be 2 hours , unless otherwise airActed by the Engineer . NROCE DARE' Slowly fill the pipe with water and allow to stand for 24 hours . Expel all air from the pipe. Apply anc: maintain the sl)ecifiPd test pressure by continuous puinpinq if necessary for the entire test period. The test Pressure shall be calculated for the Point of lowest elevation, or as specified by the Engineer . The pump suction shall be in a barrel or similar device, or metered sn that the Amount of water required to maintain the test pressure may be measured accurately. LKAKAGF Leakage shall be defined as the quantity of water necessary to hold the specified test pressure for the duration of the test period. do Pipe installation will be accepted 1 % the leakaue is greater than the number of ('allons per hour as determined by the following formula: 112 Nr)(P ) L = -------- 7400 Ii. the above tormula: I = Allowable leakage, in gallons per hour N = Number of joints in the length of pipe tested U = Nominal diameter of pipe, In inches P = Averaje test pressure during the leakage test, p13901 .AO 150n3 H in pounds per square Inch gauge CJRPECTION OF O CESSIVE LEAKAGE Should any test of pipe laid disclose leakage greater than that allowed, locate and repair the defective joints or pipe until the leakage of a subsequent test is within the specified allowance. STEPILIZATION Pipelines intended to carry potable water shall be sterilized before placing in service. Sterilizing procedures shall conform to AwwA Ct)01 -68 as hereinafter modified or expanded and the requirements of any governing sgency having jurisdiction. FLUSHING Before sterilizing, flush all foreign matter from the pipeline. Provide hosesr tempordrY Pipes, ditches, etc. , a; required to dispose of flushing water without damage to adjacent properties. Flushing velocities shall be at least 2.5 fps . For large diameter p1pe where it is impractical or impossible to flush the pipe at 2.5 fps velocity, clean the pipeilne in place from the inside by brushing and sweepin(l, then flush the line at a lower velocity. STERILIZING MIXTURE Sterilizing mixture shall be a chlorine-water solution navinq a free rhlorine residual of 40 to 50 ppm. The sterilizlna mixture shall he preoared by injectinq: ( 1 ) A liquid chlorine gas-water mixture; ( 2 ) dry chlorine yas ; or ( 3 ) a calcium or sodium hyvochlorite and water mixture into the pipeline at a measured rate while fresh water is allowed to flow through the pipeline at a measured rate so that tho chlorine-water solution is of the specified strength. The li,auid chlorine gas-water mixture shah. he apl+heti by means of in approved solution feed chorinating device . Dry chlorine gas shall be fed throuuh proper devices for regulating the rate of flow and providing effective diffusion of the gas into the water within the pipe being treated. Chlorinating devices for feeding solutions of the chlorine gas nr the gas itself must provide means for preventing the backflow of wat(;r into the chlorine cylinder. if the calcium hypocnlorite procedure is used, first mix the dry powder with water to maKe a thick haste, then thin to approximately i► t percent solu'.fon ( 10,000 pni+ chlorine) . if the sndium hypochlorite procPdurP. Is used, dilute the liquid with water to rhtAln A 1 percent. solution. The followlnq nrornrtions of hvpochlorite to water will be required: P13901 .Ao► 15003 9 Pro+iurt Quantity water Cdlcium Hypochlorite ( l ) (65 - 70 percent Cl. ) I In 7 .5 qa] . Sodium Hypochlorite ( 2 ) (5 . 25 percent Cl ) 1 gal . 4. 7.5 qd] . ( 1 ) Comparable to commercial products known as HTH, Perchloron, and Pittchlor . ( 2) Pnown as liquid laundry bleach, Clorox, Purex, etc. POINT OF AFPLICAT]ON Inert the chlorine mixture into the pipeline to be treated At the r�eglnninq of the line through a corporation stop or suitable tap In the tol of the pipeline. water from the existing system or other approved source shall be controlled so as newly laid pipeline duringto flow slowly Into the the application of chlorine. Ine rate of chlorine mixture flow shall he in Ruch proportion to the rate of wAter enterinq the pipe that the combined mixture shall contain 40 to 5o ppm of free available chlorine, valves shall be manipulated so treat the strong chlnrine solution in the line belnq treated will not flow hack into the line sjpplVinq the water . I11;e check valves if necessary. l{ETEt+rION PF PI(ir, Treated Nater shall he retained In the pipeline lonq pnnjgr) to destroy all nonspore-forming bactPrla. vJlth oroper flushincl and the specitted solution strength, 24 hours is ddequate. At the end of the 24-hour period, the sterilizing mixture shall hive a strFngth of At least its ppm of chlorine. (1werate all valves , hydrants, and other aphurteninces (luring sterilization to assure that the st.erili.zin4 mixture is discersPd Into all parts of the line, including dead ends , new services, and similar areas that otherwise iney not receive the treated water . no not place concentrated quantities of commercial stPrilizoDrs in the line before it is filled with water . After chlorinat.ion, flush the water from the line until the water througn the line is equal chemically and bacteriolo,licallV to permanent source of supply, the HACTERIOLOGICAL T�:ST, Conform to requirements of the State Health Department . Contrartor shall he resronsible for taking water samples for analysis and intorming the FnginePr in writing of the resiilts . P13901 .A0 15001 10 DISPOSAL Ok STERILIZING wATFH Dispose of sterilizing water In an approved manner . Do not allow sterilizing water to flow into a waterway without adequate dilution or other satisfactory method of reducing chlorine concentrations to a safe , evel . h . PAYMENT No payment for pipe or fittings, in Place, will be made until the pipe has successfully passed the leakage test . The Engineer will withhold full payment on any section of pipe deemed unsatisfactory due •.o excessive leakage or any other causes until such defects have been cc:rrected in accordance with these Contract Documents and are acceptable to the Fngineer. PIPE, PaYment for the ductile iron pipe will be made at the unit price per linear foot stated in the Proposal . The measurement for payment will he the field-measured centerline length of the Alpe, in glace, within the limits shown. Laying lengths Of valves and fittings will not be included. CAST IPOs FITTINGS Payment for furnishing and Installing cast Iron fittings will he made at tree unit price per pound stated In the Pronosal . This payment shall constitute full compensation for all work required for furnishinG and Installing the cast iron fittings , complete. w-_ fights of fitting for payment purposes shall be Handbook Weights , l .e. , excluding Joint accessories . Fitting weights shall be as listed In the appropriate tables of A4WA C110. weights of special fittings not listed in AwWA C110 and fittings whlcn are nonstandard shall be determined by Physically weighing the fittings with joint Accessories removed. MECHANICAL CC':;PLIrI(-yS Payment for furnishing and installing mechanical couplings will be made at the unit price for each size stated in the Propo, il . This payment shall constitute full compensation for all work reciired for flirnishina and installing the mechanical couplings , complete. 1MPnRTED rRANULAH 'IATERIAL h,nN THF PIPF BASE' Payment for ITportej granular material for the pipe base -will he made At the unit price per linear foot stated in the Pronosal . Since payment for placing and compacting the pine base backfill is alrpA^fy included with the pipe, payment for Imported granular backfill At the pipe base under this item shall be considered full payment for all materials , labor , equipment , rr,d Incidentals necessrry to furnish and place the material at trench side And for any extra costs in handling P139i)1 .A0 15003 11 fWF or rlaciny in the ripe base. The measurement for payment will, he the horizontal distance along the centerline of the pipe and fittings, in place, regardless of trench width. Imported granular material will be paid for only when authorized by the Engineer . IMPOPTED GRANULAR MATT HTA), FOR PIPE; ZONF. Payment for imported granular material for the pipe zone will be made at the unit price per linear foot stated In the Proposal . Since payment for p'.acing and compacting the pipe zone backfill is already Included with the pi;)e, payment for imported granular backfill for the pipe zone under this item shall be considered full payment for all materials, labor, equipment, and incidentals necessary to furnish and Glace the material At trench side and far any extra costs in handlinq or placing 1n the pipe zone. The measurement for payment will be the horizontal distance Aloj,,o the centerline of the pipe and fittings, In Place, regardless of trench width. Imported granular mater `.sl will he paid for only when allthOrIZed try the Engineer. SDF.CIAL CON'JE.0 ( lON5 Pay:lent for special connections shall be n -Ide or; A lump sum basis for each special connection stated in the Proposal, and shown on the Drawings . This lump sum amount will constitite full payment for each special connection as noted. The cost for special connections should include only extra trench excavation and backfill , labor , and Contractor 's equipment costs for attaching the PrOposel waterlines to the existing system. Costs for furnishing and installing the required new tittinis, valves , pipe, an,, other material will he included under their respective sections as unit price items . No. 1 Connect new 11-Inch waterline to existing 12-inrh watFrline . No. 2 Connect new 12-inch waterline to existing 12-inch waterline. No. 3 Connect new h-inch Waterline to existing 6-Inch waterllne. M ♦ M If Y • F1390I .AO 150U3 12 15150 FIRE HYDRANTS ----- ---- -------- A . SCOPE This section covers the work necessary for furnishing and installing the fire hydrants , complete. Fire hydrant assembly details shall be as shown on the Drawings . Fire hydrant loction may vary from location shown, Exact location will be determined in the field by the Engineer . No extra Payment will he made for relocating the hydrants. B. MATc.RIALS LOW PPESSURF HYDPAN'rS Nominal 4-1 /2-inch or 5-1 /4-inch main valve opening with h-inch bottoT connections . Equip with two 1-1 /2-inch hose nozzles and one 4-1 /2-inch pumper nozzle. operating nut shall be 1 -1 /2-inch National Standard Pentagon nut . The main valve shall be equipped with o-ring seals and shall open when turned to the left (counterclocKwise) . Hydrants shall he of the break-flange or safety-top Lyne. Hydrants shall conform to AWWA C502, and this Specification . The depth of bury shall op 4-1 /2 : eet . Nozzle threads shall be American National Standar 3. The inlet connect !on shall he mecrianical Joint . Hydrants shall be red above the ground line. L,ow pressure hydrants shall ae Mueller A411 Modern Centurion or Waterous KB-67 type fire hydrants . Tne owner will not acceot In equal sunstitute for this item. BASF' BL(ICM Solid precast concrete nter block having nominal 3lmensions of R-inch thicKness by 16-inch square base. GRAVEL FOR DRAINA(7 Gravel for drainage shall be washed 3/4-inch crushP1 rock or graded river gravel and shall be free of organic matter , sand, loam, clay, and other small particles that will tend to restrict water flow through the gravel . CONCRETE Ftp THRUST HLOCKIVc; A mix not learer than 1 part cement , 2-1 /2 parts sand, 5 parts coarse aggregate, and just enough water to make a workable mix. Engineer shall approve Quality of matertals prior to their use, P13901 .A0 15150 1 THR!IST M..'s Three-fourth-inch dia,neter (7alvaniZed steel rod- with 40, 000 psi ultimate strength and nuc-Luys as manufactured by the Stellar Corporation, C011imbus, HH, or equal . EXCAVATION AND BACKFILL Contorm to Section TRENCH EXCAVATIUN AND BACKFILL. Rackfill shall be imported granular material . C . WnRK*AANSHIP ----------- Installation shall conform to the Standard retail as shown un the Drawinqs and to the provisions of Srctions 3 . 7 and i.H of AWWA CbnO, except where otherwise specified. PRFSSURF TEST, STEPILIZATIfIN, AND FLUSHING Conform to Section MICTILK IRIN PTPF AND CAST 1PO14 FITTINGS. EXCAVATION AND BAr'KFiLL Conf.orl^ to Section TRENCH EXCAVATION AND BACKFILL. LOCATIUN AND POSITION Locata as shown or cirected sr as to provide conplete accessibility an-i minimize nossibility of damage from vet'lcles or injury to pedestrla?ls . Improperly located hydrants shall be disconnected aid relocate,i at the Contractor 's expf se. when placed behlnl the curb, set hydrant barrel so that no portion of the pumper or hose nozzle cap will be lAss than 18 inches from the gutter face of the curb. When set in lawn sUaCP between curb and sidewalk, or between sidewalk Arid property line, let no portion of tr,e hvdrant or nozzle cap be within H inches of the sidewalk. Sethydrants so thAt safety flange is a i,Jn1mUM of i inches above flnishea ground or sidewalk level to clear holts and nuts , and as directed, FXCAVATIUN Do not carry below subbase grade. Refill overexcavated areas ovit!j 'Travel , and han(t t +mD to provide tirm f-)undation. BASF BLOCK Place on tiro•, leve_ subbase to assure uniform Support . P13401 .A0 15150 2 1hSTA1,1,AT1O1q OV HYDRANTS Place hydrant carefully on rase block to Prevent the hasp block froT, hrpakinq . i•dhen cast or ductile Iron pipe is used, Jointing procedures shall cantorm to Section 3 .4 of PWWA C600. After hydrant is in place and connected to the pipeline, place temporary blocKs to maintain the hydrant in a plumb position durini subsequent work. ;RAVF.T, FOR DRAINAGE Place gravel around base block and hydrant bottom as specified in Section 3 . 7 o; AwvaA C60n. Place 6-Mil polyethylene sheet over aravP1 prior to backfilling. ('NCRFTF THRUST Hi,nChlNG Plare after hydrant is blocked in Its final position and hydrant Is Joined to pipe. Concrete thrust block shall have a minimum of 4 square feet of bearing area against undlsturbed earth. DIR11ST TIF S Thrust ties shall be usen in lieu of concrete thrust hlockina when the top of the existino ground behind the fire hydrant is less than 2 tr- et above the for of the hydrant base. ,there such conditions exist , provide two 3/4-inch t.e rods between gate valve and hvIrant , or use mechanical joint retainer glands in all joints betwepn the fire hydrant and the gate valve , inclusive . D . PeYMENT Payment will he made for each fire hydrant turnls )ed and installed at the unit price stated in the Contractor 's Proposal . vayment for fire hydrants shall constitute fill compensation for all wnrk specified under this section. P13901 .A0 15150 3 15160 GATE Ar;D RUTTENF'LY VALVES ----- ---- ---- --------- A. SCOPE; This se,:tion covers the work necessary for furnishing and installing the nate ar,d butterfly valves, complete. valve and valve box details shall be as shown on the Drawings . B. MATFPIALS GATE VALVES Valves shall be iron body, bronze-mounted, double-disc, parallel seat , NPS valves with n-rine seals, and shall ocen when the stem is rotated counterclockwise. Unless otherwise shown, valves snail have 2-inch square wrench nut . Valve ends and valve sizes shall be as shown. Valves shall conform to AWWA 0500, HUTTEPFLY VALVES butterfly valves shall comply in all respects with the physical and performance requirements of AWWA r504, short hodv type. All valves shall be class 1506. Short body valve installation shall hp as shown. Operators snail nP factory instaltei. Valve components shall withstand the environmental co,'Iditions i r contac-t , 4nd provide continuous trouble-free service. Valves shall be Pratt Groundhon, or equal . HuRIE:D MANUAL OPENATOPS Oper5tors shall comply with AWWA C504 ith 2-inch square operatinq nut . rrperators shill be fully gasketeo and grease-packed to withstand an external water pressure of 10 vs1 . operators shall be capable of develoDinq torques listed in Table I of AWWA (7504 for class 15WA vilves . BOUTS, GASKr'T6P (LANDS, 1411T5 Bolts , gaskets , glands , nuts , and miscellaneous accessories required to Install all special valves are to be furnisned. Rolts for flanged connecttor.s shall be galverizPd steel wit ' Amorican Standard regular unfinished snuare nr hex heads . sluts shall be -;divanized staei with American CItAndard regular hexaaonal dimensions. Gaskets for flange(; connections snail be 1 /9-inch thick rubber . (;aSKets shall extend from the inside diameter of the flange to at least the Inside Pd,le of the bolt holes or they may extend beyond the holt circle. Iointl.nq materials for mechanical points shall conform to Aw.4A C111 . N1 .3901 .A0 15161) 1 VALVE HOXFS Valve boxes shall be Huffal.o two-piece sliding tyFe, cask spar. airh 5-1i4-inch shaft , and shall or of appropriate length for the Installation. The word WATER shall be cast into the top of the lice. F;xtension pieces , tf required, shall he the manufacturer 's standar" type for use with the valve box . The valve box shall ha Mueller H-I (; 364, or equal . All units shall be complete with -Ol necessary hasps and accessories . F:XTF.NST(iN STFM Fr)F VALVF,' f)PF.RAT(.)Ss 4here the derth of the operatinq nut is more than 3 feet , extensiotj stems shall he provided to bring the operating not to a roirt 6 inches nelow the surface of the irnund or pavement . 'lne extension stem shr, ll be Constructed of 1 -lncn c+iameter steel . Hot d1P galVAn17P extension stems atter fabrication. FXCAVATIOP Al"D BA( KF ILL Confnrm to Section rPEAOCH EXCAVAI;ION AND HAChFiLL. Packfill shall rr Imported granular material . C . 40RKMANSHTP VALVES before Inst-illation, carefully clean valvr-s of ill torei (in materiel , Adiust stuftino hnxes , Ana inspect valves in eren ano closers positions . Tnstall valves in accor.iancP Nith the applicable portions of these Specifications . Unless otherwise indicated, Install valves with the stem vertical . Mount horizontal valves In such a manner that aaerluatP clearance is providrd for operation. fnstallatton practices shall conform to manufacturer 's recomrendations . Prior to installing fiangen valves , the flanne faces shall he thorounhly cleaned. After cleaning, Insert the uasket and tighten the nuts progressively and dritormly. If flanges leak under uressilre, looser the nuts , resent or replace the aa,ket , ret IPubpn the nuts , and retest the point . Joints must be watertik4ht at test pressures tet(,re acceptance. VALVE H(IKFS Center the valve boxes ino set plumb over the wrench nuts of the valves . Set valve Poxes so that they 10 not transmit Shock or stress to the valves . Set the valve box covers and co )crete pads 1 %4 lncr, below oracle In pavement or shoulder and ) inches shove grade elsewhere. Cut FxtensIons to the prover length so that the valve box Ones not ride on the extension Ahen set at rdrede. Valve boxes shall be installed AS sho,An on the Orawin,-s . F'13Uol .Ao 1516(1 2 EXCAVAfiUN AND NACKFILL Contorm to applicable portions of Section TRtNCH FXCAVATION AND HACKFILL . Place backfill around valve boxes and valve chambers and thoroughly compact to a density equal to that specified for the adjacent trench and in such a manner that will. not damage or displace the box or chamber from proper alignment or grade. Misaligned t)oxes or chambers shall be excavated, plumbers, and backfilled at the Contractor 's expense. TFSTING, Valves shall be tested at the same time that the adjacent pipeline is tested. .Joints shall show no visible leakage under test . Pepair joints that Show signs of leakaae prior to final acceptance. If there are any special parts of control systems or operators that might be damaged by the pipeline testi they shall he properly protected. The Contractor shall be held responsible for any damage causeri by the testing. STLPILIZATION Sterilize valves at the same time the pipelines to which they ere attached are sterilized. f). PAY14FNT Payment will oe made for each size valve ind valve box furnlsheri ann Installed at the unit price stated in the Contractor 's Proposal . Payment shall constitute full comuensation for all worK srecif1pd under this Section. M • • i► M M 1 .A0 151bu i PART 5 DRAWINGS ME GER W� PORTLAN S.W. RAMP LEGEND WATER PROPOSED PIPELINE WITH STATIONING IN 100's OF FEET 1 4 PROPOSED VALVE WITH VAI VE BOX PROPOSED FIRE HYDRAN"i EDGE OF EXISTING AC PAVEMENT d't'b EXISTING WATERLINE WITH SIZE.TYPE.VALVE AND FIRE HYDRANT Q— --' --4 EXISTING GAS PIPELINE EXISTING TELEPHONE CABLE WITH MANHOLE I p'— EXISTING POWER CABLE ------ "" —r EXISTING SANITARY SEWER WITH MANHOLE -- RIGHT OF WAY LINE DITCH -- ---- CULVERT WITH SIZE AND TYPE UTILITY POLE WITH GUY ANCHOR VALVE AND VALVE BOX (SHOWN ON PROFILE) r� r /NV.y�.�� NF CO NTH BLAINS � LL-z1 PIPE TO BE LAID TO SLOPE NOT LESS THAN �r 1 FOOT IN 500 FEET FORM POV�L+ ILLI/ONO 1:041,l'Us _ SCNOI l yl I F ABBREVIATIQN$ METZGER WATER DISTRICT Al, Ati PW All (fb"1 Nr '— PROJECT LOCAIION_ BFV BUTTERFLY VALVELT NiwRFR LEFT NIItONVILLE R CI CAST IRON MECHANICAL JOINT CMP CORRUGATED METAL PIPE NTSNOT TO SCALE CONC CONCRETE MECH CPLST G MECHANICAL COUPLING HT RIGHT STA S1AilOPJ DI DUCTILE IRON SH SHEET FHY FIRE HYDRANT TB THRUST BLOCK FLG FLANGED VB VALVE BOX GT GATE VALVE W WATER INVT INVERT ELEVATION WI WITH NICIN hm„fiO+�� 01_'\1 oN e THIS DRAWING HAS BE ANTNU j REVISION Hr nvru PRa/;�s c l�GINF� ,TER DISTRICT 183332 o OR oT , 18, OREGON N STREET PIPELINE INDEX TO DRAWINGS SH.No TITLE T VICINITY MAP,INNY TO DRAWINGS,LEGEND, ABBREVIATIONS,AND GENERAL NOTES 2 PIPELINE PLAN AND PROFILE STA 0 +00 TO 9 + 00 3 PIPELINE PLAN AND PROFILE STA 9 100 TO 15 + 00 VANL UVER y LAMA JERAL NOTES r 1TIOU ALE TN I ALL PIPING SHALL BE THRUST BLOCKED. SEE PLAN AND PROFILE SHEET;ARE PROVIDED FOR E DACLFS THE STANDARD DETAILS. GENERAL GUIDANCE ON10. DISTORTION DOES 2. BEFORE DIGGING FOR PIPELINES,VERIFY ALL ANOT ND PERMIT ACCURATE N SCALING BETWEEN PLAN UTILITY LOCATIONS AND CALL EACH U1111T TO NOTIFY UTILITIES Of WORK IN THE AREA 1 AEY 8 PIPELINE GRADIENTS SHALL BE NO FLATTER THAN w tit LE AEANT WILL FIELD LOCATE THEIR BURIED LINES. SCF 1 IN 500. GRADIENTS SHDWN AS i IN SM ON THE H E GENERAL REOUIREMENTS PROFILE OF PLAN AND P40FILE SHEETS ARE FOR l ex6 2 NO ASSURANCE IS GIVEN THAT THE INDICATED GUIDANCE ONLYIl SHhLL BE THE CONTRACTORS POSITION OF ANY EXISTING UTILITY IS CORRECT RESPONSIBILITY TO INSrALL THE PIPELINE 30 OR THAT THE INFORMATION IS COMPLETE ALL THAT MINIMUM COVER ANO MINIMUM GRADIENT LOCATIONS OF EXISTING UTILITIES SHOWN ARE CRITERIA ARE DBSERVI D. ALL WATER PIPET INES AMn APPROXIMATE AND R SHALL BE THE CTRUE AC SMALL EX STING PIPF�E.AS SH RISE N FALL TO IAFOnN tit, � ` TORS RESPONSIBILITY TO VERIFY THE TRUE AND AS SHOWN ON THE PHOFII E. CORRECT LOCATION 30 AS TO AVOID DAMAGE OR It ALL WATER PIPELINES SHALL BE PRESSURE DISTURBANCE. SEE GENERAL RLOUIREMENTS. TESTED AND STERILIZED IN ACCORDANCE WITH A EXISTING PIPELINE INVERTS SHOWN ON THE PRO THE SPECIFICATIONS. ALL PRESSURE TESTING 14UUA FILE OF THE PLAN AND PROFILE.SHEETS ARE SHALL BE BONE IN THE PRESENCE OF THE APPROXIMATE THE CONTRACTOR SHALL VERIFY ENUINEER. PIPELINE STERILIZATION SHALL '/,N- THE CORRECT INVERT IN THE FIELD, OCCUR PRI7R TO PLACING IN SERVICE. 6 IN GENERAL,EXISTING PIPELINES AND FACILITIES 10 CONTRACTOR SHALL YNOVIDE TEMPORARY PLUGS. P•LTII NOTED AS"EXISTING"ARE SHOWN IN LION L„VE BLOWOFF ASSEMBLIES,AND TAPS FOR PRESSURE WE10HTS. NEW PIPELINES AND FACILITIES A IF TESTING AND STERILIZATION. SHOWN IN HEAVY LINE WEIGHTS. 11 THE OROUNDLINE ELEVATION SHOWN O.V THE F ALL WATER PIPELINES SHALL BE LAID TO MAIN PROFILE OF THE PLAN AND PROFILE TAIN A MINIMUMCOVER OF IS INCHES BELOW SHEETS IS THE EXISTING ELEVATION OF THE FINISH ORADE,EXCEPT WHERE SPECIFICALLY CENTER OF THE STREET SHOWN ON THE DRAWINGS, WHERE UTILITY CONIL`CTS P1112 POSED TTY MAP TO CLEARCUMINIMUM R,THE ICLEARANPELINES CEABETWEE WLL OF ATER RED 17 LATERALS,ETC,ARE APPRbAttMATTE ONIRE LY THE PIPELINES AND STORM AND SANITARY SEWERS ENGINEER WILL MAKE FINAL FIELD DETERMINATIONS -- SHALL BE 12 INCHES UNLESS SHOWN OTHERWISE. 13 FORFIRE H(GRANT AND FIRE HYDRANT CONNECTION SEE T11E STANDARD DETAILS SHEET METZGER WATER DISTRICT VICINITY MAP, INDEX TO DRAWINGS, LEGEND, Of 3 EN REDUCED 50% PORTLAND.OREGON ABBREVIATIONS, AND GENERAL NOTES DATE arnn in, DWG NO xusol�n � �F�'W(MCTZFaClC) N 1 ` Yl --....r -_= ....--...�_.... —.....— ..�— ..�__ � I / // (B"W(MCTZGrK) GQU7�C6 1uNccccrMar Jo 12" W, RT 12' TeLCPJ.av MLertiave STA 0 + 15 TO 6 + CONNCfT 7n EJcST rZZ W W/ cU1JT�v iT /2'YA.t J�TG:C(7UKNC0 GOWN) 1?"BU.JJ9t7• AJc.Z'7z. 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SiC10 refOO ?�� A+��• �tlXl ✓- '.lii till ?,1 .p C,KiS;1NCa i� -- _-- — �r',a7w✓)rem M+tiJ 48 cbtZR P t2kf �;-;'ice• .vir F r 2 IG ME CT PIPELINE HAS BEEN REDUCED 50% PORTLAND,OREGON STA 0 + 00 TO 9+PLAN AND Rof 3 00 ILE OATS �YNiI 1�1 NO. FlJW YI /� M✓ /'LC.t9 iv r8 W j 5TA r(MJx Fe_6)6V W/VG'�/'NY CTA le AIr/19 t 8/�C.ar'/AL CONA/8"C'T/G�^.i /c 7t'LM✓ W Td'e-Z" tit? V(M✓) �t- /l-qK�c 1 _ /Z" AW^e CGYt/C Pry B.W.HAMPTON STREET- -�g�rC,HF� 1�'` &W.HAMPTON STREET 7/6-AR45m, W /_ -12" W, RT 10 /z • ,o - 8 � � E,rsr riGae.� qv¢ Tuve e"x5r a c.:3 W,/T,'B Arc k T8"Tec#A%--- '-"Ce W/8" /! 'LCX577 F7/Y 12"W —1 CA'oap MJCyTd /W J) ) veS LA11-1 8"46 aG/�w�TC g"W a xe rcax �) /�•u-'�n/o�M r I/ cav/ve�-r .:•n T�c'x�r m av rCe"ccxsar�o A5 Tirr�ar p 'w-+ r 4 s 'Nti�c rrcyv - NcJ.3 +r Te L/^e;TS rn TAT/O/V let j5./PT /8' _ 5"CC/AL (fOUVECT/O/V /W. Z A5P594gLT CtA'U ,f/,K (•3CC DCTA/L 7?//5 3f/� F�iR7F�^15E.0 G.E�/.t/G7CJNE x(00 /.M/��POVL/Y1E,t/7'5 . %7 =--`--- X40 y 9"5 (GLP7?/ UNXNOWiV CZroV7A%C7t;1or �ro��e FSM CX/9 T//V6 12"W iso i�le'Tee-4/e'er v w/v6 AAA.- /+.qb• �; I[ DES 111�f 1 ',� • I I.'\J bR. FPI-4r- KL r. HCKLr. THIS nRAWIN AM NO bA(f. REVIS ON BY AVPU. fJVt�-IP c5r VA 0-1 A! YC AIJl.7 P.C7'G PgAo 1Ce 5E7 c.oVer Gr V4L VC CCK AAX:7 " VLLMG/IJ7'qr�'+1'�L.'LL7CC CGWCKCTE Fj40 14"OCLbW EA[7F r� 2"AG0V C Gy/CAbE /N fi4VCMCN r'or 4�JLOL IC ?GWH G -ANC'c 146ovr- 67#'40' CLUE WH E f.A-ar IoN 1-./L'7 r,7V7CJC l=/O"go A(d [/a"JT ISN L11 _k GGY JG r'J417 L' f"/IV/ f'C��VI l=(p" SHCb C��'A,t� �xrv"1I. THICK Cz.vcknnre--p,� F/NI SHGO�i7aL FALL A 7Atifp 6 ' I --r LL-XJN40 eck - " vf c"ti r h ops Tial J yt /r "A"O AA frl Ad✓SCMCLY VALvo �J►�� I ST�M��ION I 5CG7�/ON� VCR'✓4�7/aJ I r7 I -GJATG Ii VALVA!mak Lc:)WE�P' CGC WHL�rC I VALVC CJ CJ WHC -' X!C1�'70 �L VE 500 d CN125 At1 aEA C GX CJ'A7�C �cA7�0 c)A/P(-A/V5 J A I-CO GAJ/"Y_ANC5 5U -T Ek F_ L Y VA L VE-� AA.10 'L�;TC VALVA. AN4:�? VALVAeXQA "�;ETTINC7 t`AL V E ,no/y\ SET TINCT 0ETAI L_ MTAI L CG1L0 M/x 4"GEVel 1A.A7 le'At 'K CCkJ�G -Z°AC H1VL:MEitr r SURFAC/N�� CQMf7WC'1"�OCU'+IPACT�/ GRANULAR 6 ASPNAL T CYACKF/LC CSX T- M/.X GRANULAR � C14C�t'P/LL Ac P/PL P/s� P/Ft< zoNC zav� zavE ASPHALT CYX.O MIX Xoc- PA,VZMF_NT At)CK 5URFACIAAr99 (STArAY;I J /r05" 7V/2-/5) (57A 0./5 7,- /«OS) ';4t744 E/+ck✓LGL. ) Tf L A1CH ,54CK/--/L L AIVQ 50A FACS l'PC5TOItA,T/O/V ,CSL 74 L S 'LA,105 70 SUR- - M/,V T7rLit C'H WHO ? ��` O D +,en" !ACE' WAATIV TEM/'' �+ Tr!S7r AT/0&/ IS T10,V ZQVC 4 O'MiA/C271C7! UNL.ES`, om o;.4t--,orW�E ' -'rt-/AL S 1.. (f . )-Y)-L-_ ZG+VE MA-L A'� SFI!,C 0 Co6L� L c<� 9/� rte p-le- 'e-AAIIAIC-0 UY TNF_ � - - JN.G�+T&>V 5/Aklt/ZA- /rAC7b/P 76 �/Y' y rA5pv (-l y A5 GIIAIL*r7-�O CQN/L57?Mk-7/C3AA/ T'►'/"/CAL T/'F AJOY 64CK?"X l-,. SECTION ��..� SHEET 3 c METZGER WATER DISTRICT I PIPELINE PLAN ANO PROFILE STA Y+ 00 TO 15 00 of 3 HAS BEEN REDUCED 50/s P6RTLAND,OREGON DATE 'MIL 101 �6 FI M1 AC f „HYDRA AVT UN 17' j `a41f /T'EMS F�,,q Y .'TEMS O/S T.q A/C C- 7"O P&Of'E AeT-Y 4-1"C-, WHERE ADPL/C464.E� NOZZLE -rl4REA0 AS SPEC/F/EO i AS SPECtF/ED O/STANCE AS co - - 1 �""F/N/SN G�lq LaE ;� I cuee� wNE,eE APDL/C.gBG E in _ UNU/STU�P,QEp ,,., EA R T/-/ Co/l/C -' DEPTH O,oc, mu ey THRUST BLOCK A S SPEC D BEARi�/G i .9.e E,q ,yGg/n/sr /ooL YX-� 7-/-7 KL 1 SIZE AS � - • ' NYe�,Qq NT /NL E T END , .q S Sf'ECO - �---f'leECAST CONC ivi i N 4--1 T'O EL le" 450VE WEEP "OLE /A/ gARREC. FOR ORq/NAG E FIRE HYDRANT DETAIL �zf�1 STANDARD DETAIL HILL NYOIPAAjr UA/IT PRICE PAY /TENT PAY /TEMs 1l1 _ I 11111 V4L VE B OX 7?0F' SE Or/DA/ AS DEPTH OE' .SPEGF/ELS j COVER A5 SPEC/F/EO VAL WE B OX EXTE�I/5/O&' 41 1 SPEC/FIFO MA/A/ �. u�va�sTU�'BEa _ EARTH /KORANT 7GATE VALVE, OAIE 1"L E T EA/D) EA/0 FL A NC EO, AS SPEC/F/60 OTHER EAJO AS COti1f TNPU.TT ,SPE C IF/hO FOR 5L D C K, BEA,P/A/G PLA/A/ ENO F'/PE MA/!V L1AJE AA'E=A X45 OF rAIE SAME VA L VES SPt_C/F/EU T YPE E CLASS SPEC/F"/EO 7-&-E A//TN E,VC-?S FOiP MA/�/S AS SPEC/F/EO E K//7W FLANGED BP4A/f_N L E_G A/O TE: AUXIL/AR Y VALVE A./U C OA/A/E L T%A/C ,c'/PE S/NAL L SE C-)f THE SAME _S/Z E AS TINE t-/)'ORANT 307-TO,-`f C"O"A/ECTIOAJ FIRE HYDRANT CONNECTION DETAIL STANDARD DET.AI l lil ill l A/2 A/2 I I �IIIII= -QblIL lll�-� �� - ='I� �I� - 1 /4" PLYWOOD OVER TEE PLUGGED CROSS* WYE FACE Or- BOLTS �l(( *EACH AREA ( A/2 ) I S SNI 1 _ — 1�11__U II i 1 /2 OF TABULATED l,ll I Al TOTAL AREA �I • N;;,IiL lu—�(T6 <— I r, Ilk �� 1111= ILII A2 - - BEND PLUGGED CROSS TEE PLAN NTS THRUST BLOCK NOTES 1. KEEP CONCRETE CLEAR OF JOINT AND JOINT ACCESSORIES. 2. CONCRETE THRUST BLOCKING SHALL_ BE POURED AGAINST UNDISTURBED EARTH' 3. REQUIRED VOLUMES OR BEARING AREAS AT FIT-INGSSHALL BE AS INDICATED BELOW, ADJUSTED, IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(St AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE SPECIFICATIONS' 4. THRUST BLOCK VOLUMES FOR VERTICAL BENDS HAVING UPWARD RESULTANT THRUSTS ARE BASED ON 'TEST PRESSURE OF 150 PSIG AND THE WEIGHT OF CONCRETE = 4050 LBS/CU YD. TO COMPUTE VOLUMES FOR DIFFERENT TEST PRESSURES, USE THE FOLLOWING EQUATION: VOLUME - (TEST PRESS./150) x (TABLE VALUE). 5. BEARING AREAS FOR HORIZONTAL BEND THRUST BLOCKS ARE BASED ON TEST PRESSURE OF 150 PSIG AND AN ALLOWABLE SLIL BEARING STRESS OF 2000 LBS/SQ FT. TO COMPUTE BEARING APEAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA _ (TEST PRESS./150) x (2000/SOIL. BEARING STRESS) x (TABLE VALUE). 6. THRUST BLOCKS FOR VERTICAL BENDS HAVING DOWNWARD RESLILTAN- THRUSTS SHALL. BE THE SAME AS FOR HORIZONTAL PENDS' 7 BEARING AREAS, VOLUMES, AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER THIS STANDARD' 8 BEARING AREA OF THRUST BLOCK SHALL NOT BE LESS THAN .1.0 SQ FT. 9 VERTICAL_ BENDS THAT REQUIRE A THRUST BLOCK VOLUME EXCEEDING 5 CUBIC YARDS REQUIRE SPECIAL BLOCKING DETAILS' SEE PLANS' THRUST BLOCK DETAILS 16FI)NI STANDARD DETAIL _ I 11111 BEARING AREA OF THRUST BLOCKS IN SQ . FT . (HORIZONTAL BENDS ) TEE , WYE , 90° BEND , TEE BEND ANGLE FITTING PLUG OR PLUGGED PLUGGED SIZE CAO CROSS ON RUN Al A2 45' 221/1 111/4° 4 1 . 0 1 . 4 1 . 91 1 . 4 1 . 0 - - 6 2 . 1 -3 . 0 4 . 3 3 . 0 1 . 6 1 . 0 - 8 3 . 8 5 . 3 7 .6 5 . 4 2 . 9 1 . 5 1 . 0 10 5 .9 8 . 4 _ 1 1 .8 8 . 44_. 6 2 . 4 1 . 2 12 8 . 5 12 .0- 17 . 0 12 .0 6 . 63 . 4 1 . 7 14 11 .5 16 . 3 23 . 0 16 . 3 8 .9 4 . 6 2 . 3� 16 15 . 0 _ 21 . 3 30 . 0 21 .3 11 . 6 6 .0 _3 . 0 18 19 .0 27 . 0 "8 .0 27 . 0 1 4 .6 7 .6 20 23 .5 33 . 3_ 47 . 0 33 . 3 1 8 . 1 9 . 4 _ 4 . 7 24 34 . 0 _ 48 . 0 68 . 0 48 .0 26 . 2 13 . 6 - 6 . 8 R VOLUME OF THRUST BLOCK IN CUBIC YARDS ( VERTICAL BENDS ) BEND ANGLE ^� FITTING SIZE 45" 22 1/2 01 1 1/4 ° 4 I . I 0 . 4� 0 . 2 6 _._8 - --- 4 . 0- - -i -- I . 5v 0 . 6 10 6 . 0 2 . 3 0 . 9 12 _8 . 5 3 . 2 1 . 3 GALVANIZED n RODS OVER 14 _ _ 11 . 5_ 4 . 3 1 . 8 FITTING AND EMBEDDED IN CONCRETE ( SCE TABLE 16 14 . 8 _ 5 . 6 2 . 3 FOR SIZES ) FITTING ROD SIZE SIZE EMBEDMENT 12" AND LESS �# 6 30" 1 4" - 1 6" 8 36" PROFILE NTS THRUST BLOCK TABLES STANDARD DETAIL IIFiILI. 7 ?;�,I RECEIVED3 Qtv CITTIGARD 7e C6 41. t.A�J-C- lit/[,SGGC S SX4 7,rt � w 17i�L�i1f L f Ui1/ itSG� ,