Loading...
INDUSTRIAL PARK SEWER SANITARY SEWER � .{Y t 1 - --------- ---- - ----- ---- - -- I CITY OF TIGARDS INDUSTRIAL PARK SEWERAGE 1 INDEX OF DRAWINGS SHEET No TITLE FILE No. I PLAN 63- P-220-14 - 6310 i 2 PLAN 6311 3 PROFILE 6312 4 PUMPING STATIONS. I a 2 MECHANICAL 6, STRUCTURAL DETAILS 6313 5 PUMPING STATIONS IS 2 ELECTRICAL DETAILS- 6314 6 TYPICAL DETAILS 6315 <;d RpgO oz �Ir< a,Xw I f(wC 1 wyF r � I S-W. evR QNH M sr. �'1 q ' EXISTINGI C3 -- /OROE MAIN 1 \ J •o I I " A I c O of I STEVENS & THOMPSON , INC. CONSULTING ENGINEERS 3 PORTLAND, OREGON SEATTLE,WASHINGTON W o P(/MPING STA rION ° 0 No. l S.W. BON/rA ROAD -�- 10 SEWER + 1 V I C I N I T Y MAP ? ! SCALE; II•= 8001 LJ w � I A`�M •5 _. 7 hdI>l.lSTF'I AL 1=•r-1R$: SEWER - ----- ----— 1 OF .x.. J 4 ... —...�.-....-..w..�....� _ :.�. �1 1111 (Il111l111l1 1111 In ( Tlf 1�'1( I11111�1��11�1h�11!�Ilf�ll ill+III IIIIIIIIIItIflllllllllll111IIIIIIIIIIIIIIIIIIIII+I+I+1!1111 Jill IIiIIIrII'IIIIII+1111111111111+11 1ir 00 11 i NOTE: 1F THIS MICROFILMED - DRAWING IS LESS CLEAR THAN THIS NOT ICE-i--IT IS DUE TO r QUALITY OF THE ORIGINAL ` DRAWING. OE 6Z 92 a 92 SZ fZ EZ ZZ IZ OZ 81 131 LI 91 SI bl EI ZI 11 01 d 9 1 9 S I. E Z 1*MAIN '-��� ��11111111111111111111+II+++111►111►t111111�1,111„IIIIIIIIitIII►►u1ltnluNl►►t► ►►11►111IIIUINIIIIIU�lllt11u1111�i111,11111111,1,lunlHnlll ,1,111,1+111►11ttt1`1111111t11n1lt�In11n1111�N��nit1111111111111I111111111�) alitININ 12 4 )C ir UNE o 1992 -'�r•�'�'�..�.�""-MI"""A.'.. •. ..�,- ''. .-....... - . t D•V. i'�3.0_ INE 3 3O'-0 i + f cf) O i I 3't -� �►_-1' QZcn � SEExRt.1r1-rCE IOL1si ��� . �1 (1 � O-R- _IEGON EL_E. CTf21C R.R ._ .QO_M . LINE0 `-XaT, 1^" SEWER tNc, 0 -_ _ --- -- C 7` q_8—E—._d__.,..l .FLlaes.o p UNPINa STATON NO. '*, c� I r cfm �E1= H. NIF. 7 ax CUo ; , PL.uct 1O„ 0 i I rr S NO, 3 � 4 LC T Iz UNC �jC, t cy' I Z CUT-IN WITH45` A..). - +- ►4i l tf► 1 I c - ? REND, PLUG AeANUi)NkU I �1 W ` O 0 VdOQTION OF S" C. l.' (i t~11 { -' 0 t0 0.G, wr EXI STING B' C;.V. 1 i I 135.8 Q' W W s EXIS' G G L N — 1D4 ♦ - - EX1 S '? IO��c_rJ�P a.. C.1 FC Mu.+ _ + W I \ L F `� EP,:aaE OF 'T IO''J EL. 97 c o1v 5TR1xT, rc.• ` 4 2 1 4C- GRAVEL X �r la3 T r'?• O'F V�/i c'� Woll l 7�. C c , i v r —r DQ i '� E�7 I�TIt _SouTH '�U_MP1t�C STATION' f- --�-+-1 n z A r. �6 p' �:`� �, f2ENA0VE EXISTING FCQUIP`• VW'T- T ' Al - - - EXI$T. PAv'T. �Q•, ` - FILL WITH 0NCf2C-."i t 'TO 12" - 1 riANNEL G 1 INVEI<TS ; C NEW BOTTOM. I ` - P:.�..' f'Oti::� MAIt•! r L';'�;�• 4" 1v1.J `✓ I i E TO N,H U+ ?i F-' k ,� BLOCIc o2 'HAcI�L.E - - -- - - ---- s• ,y.� t� 1�) + 4L �1, PE .�► GFaQ' FLa11T 70 G CO N T Q ACT ---- _ -- .�.. .�... tiALE FWy 4 �, .J. 4 � E''�cl..�. 3_ i INSTAL L. 6aIL7E ! 8 C.s.P• STFIWY_"2%7 03' : 4Ah. M •'l•%' ALL BEND_ � c. ( 2 �� � —+r------ - _ -- - -- ---- -- -- -- I C, �C`�'F ''O �,E:f2 E'S�.i TAX LOT t oz. ( . . N ,�-�c; % ' LOT PL.Aiv a= M.�. wy2 _ inl `� 2 — I h► r0 c ��' ` \ p u P1 :3 STA t � i� i��'J. 9' x •4.' M.;.>. R2ci- ' q-"�� �=� SY) i - to EXI��. ?Av'T. �. �. 8 SCALE. I" - 10 I �C! EF_ r�, Nc�. . ? A „1 F3' M } `1 ' I �.. -' Z' Cc+r C. �'�'N4: ' F'r'o . Cat . „ �c1. 4�1 p i R ! ' TAk LOT !0O �l 1 •\ � 45� E��r1c.1.- �� 8• G 1 i N l NO E: F'A'Q l+Nh PUMPING SHA M. Ie E. ALL NovZIc f3£TWE N EX1�T. PU"APING ; \� \� S1 IST I O P, c", 4`5 a C.1. 6"CUT- IN B E,t.,U ��' E r �'{ O 1� F�.•<_',.I• '1�i p 2, -- a 4 3 -i- 4 6 `+0 moi• t-f-,� ; ( 1A . . 'pall) s� , ` END SZ A:("-�.�N FO+<- 1=0(�CE MAIM FAY ' S. IN. ECNITA ROAD \ �, � F'OOT►'��E. -1-0 �E E1c+S-TING PUMP Crn,I 1o1J F7 IJ I'll \ .., 1 P LOT \ ! , . PUMPING STATIO .��' -y \ C SEC SH. M0. � , 4 TAX LOT 401 PUMPING 17XV1C)M N 0- I NAY I � O 1.1 t�IdTS �HraLL , :M ASL WOF":I< W;TH I N THE PR0Pch-R�T Y LINE' S : NC:.I r� k r ` • 1 i� !l7n ' .. 1 a�.. TAY. Lor 70 _, O ' IZ 10 F+. G(L .>. 1 I n+ i I +" ALL WC i�. tVE c.�, 5Ar<Y TCPr-cOVIIrjE Z � 'a ren I ACCEa z3 ROA C) TO S. W. E30NITA �> 10" SEWER PAID FROM CENTER OF P NQ, i \ � �-- - �.• X o 7rzr, - Rt. I G+ E4- — Q J NOTE \ \ �. C> r ZI 1''1 .F� . �- P3WI~2 POLE LCCA'T"10N IS A'r�I�I�p)C1N�ATE �C'i� \ \ i` Dzp ; I O RESTORE OR REPLACE. EXISTING FENCE4 � X, C O N N t=C T To N E'dV F E til C - . 1 O.G. DENOTE: ORIGINAL Gt?OL'ND ELF-VA.-TIC-IN I c� 4.5" '�f, '� �, 8 "x 4 " 4Mr.l;.J, R,� ..L, tNl-i 1Cv + ZZ TYPEA* v,�. 1.�5 ` ,. .Q.J.. �� a R'j J wy 4'*C_ ' 0 7 I��\ 4" T¢a R t. I I:- + 5-r p;(Aq (Z I I + De LL w L 4 > I-' Q � � --Ia. 1 f1nfv -sTR. -T-iizL.) , , cn II "AZ 1 Lire F+. 4-" Cont. Pipes O Ft. O z -t- 1-: n -•1.• 700 t�1 I _ 0 Q_ ` CS ' + L ! I - I J Ly ..•s , L 1 ILLI - II - - -- '- + ' t0 �" ;,� , 0 + 7 , .X 1...07 Sn0 6' "c,�� - Li. 13+ G0 (Plu�o 0(; 4 o, 0 0 p 1 u LQ ic) _ CL ` � �t + r 1, + �� TA)( LCAT 400 ► at ,� +� U- : a �'� y , C. � � U- 0{ s � 00 ;I1.1 n 0� It ,� c4 n m , •b1 --' v d to d n ' ! ��' A�� w'�N5?hZi�1�.0 �'c '.: G� I N -T• I C C Q + - . F 14- 06 PUMPING, .3TATION NO. I o L CO CL Z 30• � d X11 d,"��� �:�. �" � to � SEE PLOT PLt4�4 O `� .� � Y1 16'06 01 ::T. CA'JING INSTALL 0 � � Ln vl' � N ll� � !(1 y CJ' � LN TIQ EL'Y F-RON) ONE P. ,: G �! 1 -G EMU ONLY �O 111 7 _-- �_ W 3 O/l// T,4 l, O4 0 Lo TO C2EEICTip STAYS NWY N0.217 BRIDGE .: , .. _ � A • ' � w rY ,. • �'r Fl. 'TAIr Lc 1 501 -TAX LO T I I TAX WT I'^"'O t T L T 190 C I TA ' TYPE 'A' X00 i ,�` W. Td I"I .qv':'. `t A�< O X LOT �00'J TAk L_ r 2F3Co 10-2A- 3 PUTAPIWC. Z TA NO.'?- MtVZt'CA'TED G•R,1.1 DE51G11[D 6.11.1'✓►. Anhs<+w+ �' , .' 4�•- : _L_ . _Ex=�-WOU L►WE a 5TA - `+o_�_ =_ i }a�. .____ ,r M _ _ CITY T° Y OF T I GARD, OREGON AF SNFET � P __- __. _-_------_ .___.. PLAN C O `� C�••� _DP L, E. E , _. `►!moi'#. ► .. `�'L',. ���,I �i - E'�' � � 1 INC C. n �q �•��•�•�+�. INDUSTRIAL D U S fi 1� I A L PARK SEWERAGE W E R AG E ►0•ZO-�5 1 QLiC,AJ�. T?kV15E✓.STA. ',,�Ot�_ Tb S�'A H1<0�6k•Co+ZO. auiF�' -1(�I✓I PORTLAND, URECUIJ SEATTLE, WASHINGTON Q DATE NO. R E V I S 1 0 N - - BY CHECKED ', FILs - P- ; 6'.11U 6 INDUSTRIAL_ PARK SEWEP OF 1 1 +, v ' .. .. �..,._ -y,+, „y,_,.�,.iYn �..«..wu p. ".raC' ii'�•• _. ."'A_ 41 "�L'�,!_!71Nraa•"Y'tw.••sY•+ne- ---... _ .__.. -w ....... . ._ .. . '.:-,a.w. - ._. Illllllttl 1 '1I � � 1 ( 1111' Il 1 II 1 '1lllflllll 111IIIffIII11 ISI I I I A 11 I I I ( I I I ( I IIIIIII1111111IIIIIIIIIIIIIIIII1111111`11111�II�IIIItI,IIIItItltllltloll i NOTE: IF THIS MICROFILMED I .�-� 2 3 4 5 8 7 8 e 10 11 12 DRAWING IS LESS CLEAR THAN THIS NOT IV&V--IT IS DUE TO j)f QUALITY OF THE ORIGINAL _q , RAW I NG. ---- -- —------- QE b2 92 L+2 9Z SZ IrZ EZ Be 1'L 02 61 811 LI 91 911 b+l EI 21 II 01 'd 9 [ 9 it i fI Z 1usts" ,/'�� r ��II�IIIIIIII�IIIIIIIu�IiulN}IIt1111tI1J11�1111�t11111tI1�uuhul�uN�llt(1111�11111111111111�IIII�IHIIII�t1111111111�IN1I11lI�IIilI1111111N11i1►11111�1M�IiilII111i1N1)IIII�HI�IIIibMli{ 11U1!IIIII�IIII�IIII�IIIIIi'I+111{911�111>i]IIULI!!1).�lIII�II11�1U1 �1111 JUNE 30 1992 ro Q a (D Cl •� C �cn n t4 �j 1 SPECIFICATIONS For Construction of SANITARY SEWERS and SEWAGE PUMPING STATIONS Far the City of TIGARD, OREGON lu A PPROW!) SEP. 13 IMIE T TO PRt)VKI[GN;i IN LMFP DAnD _ Uf;l4tld StAit SANITARY AUTHORI?Y C i t v Council. �R■T 11t�t�1► ` " ` t Elvin G. Kyle, Mayor Floyd H. Bergmann 1 �, . Chester E. Klock, Sr. { A Darw:-i W. Shinn I.` ' fit, �6, '(O Edward A. Woodard ��,� ,9� r--- Monn.ie Andrews,, City Recorder Charley Roney, Sewer Superintendent 1905 I p:!'AI:I'�iP NT 0 V II1%AI.T1I. i I -1'I 1,iw A J1, WELVAfa til a I• nntI tlt I In rt n 5 -T 'S O N t N e. I R. Irtt In;; I t1():?tv . `/ •t'. nr hlgxp unl"Ale eirrvl t'I'tI �'rtV��► . SE P ..1.....I. .........( ' nf ... i I' t (Dnte) It,r i,, n 1\ h'r.i :.iu SPECIFICATIONS For Construction Of SANITARY SEWERS and SEWAGE PUMPING STATIONS For the City of TIGARD, OREGON --- 000 --- CITY --CITY COUNCIL Elvin G. Kyle, Mayor Floyd H. Bergmann Chester E. Klocx, Sr. Darwin W. Shinn Edward A. Woodward --- 000 --- Monnie Andrews, City Recorder Charles Roney, Sewer Superintendent 1965 STEVENS & THOMPSON, INC. w 5505 S. E. Milwaukie Avenue P. O. Brix 02201 Portland, Oregon 97202 ;E.RED PnOFFP Ile 425 42.5 9 �n►��c,�N�� i 611, FOREWORD The specifications in their entirety are prepared in parts. Those numbered I, II, III and IV are bound together; the detailed plans and Part V, although lound separately, are hereby made a part of the complete documents with the same force and effect as though all parts and plans referred to therein were under -)ne bii.ding. Should addenda to the specifications become necessary and be issued prior to the date of receiving bids, they shall be deemed a part of Part I. TABLE OF' CONTENTS PART I - SPECIAL PROVISIONS Section Description page SP-01 General Statement and Extent of Work. SP-01 SP-02 Plans SP-01 SP-03 Prequalification of Bidder SP-02 SP-04 Other Requirements of Oregon Law SP-02 SP-05 Payments SP-02 SP-06 Requirements of Municipal Ordinances SP-03 SP-07 Time of Completion SP-03 SP-•08 Progress Reports and Schedules SP-03 SP-09 Sign SP-04 SP- 10 Office for Engineer SP-04 SP- 11 Access to Work SP-04 SP- 12 Guarantees and Maintenance Bonds SP-05 SP- 13 Maintenance of Existing System in Operation SP-05 SP- 14 Patents SP-05 i" SP- 15 Non-Collusion Affidavit SP-06 SP- 16 Nondiscrimination in Employment SP-06 SP- 17 Federal. Labor Standards SP-07 1 TABLE OF CONTENTS PART II - INSTRUCTIONS TO BIDDERS Section Description Page IB-01 Intent cf Plans and Specifications IB-01 IB-02 Interpretation of Documents IB-01 IB-03 Examination of Site and Conditions IB-02 IB-04 Qualifications of Bidder IB-02 IB-05 Preparation of Proposal IB-02 IB-06 Alteration of Documents Prohibited IB-02 IB-07 Submission of Proposal IB-03 IB-08 Modification of Proposal IB-03 IB-09 Withdrawal. of Proposal IB-03 IB- 10 Opening Bids IB-03 IB- 11 Award of Contract IB-03 IB- 12 Basis of Award IB-03 IB- 13 Rejection of Bids IB-04 o .r TABLE OF CONTENT, PART III - GENERAL CONDITIONS Section Description Page GC-01 Definitions GC-01 3. 1 . 1 Definition of Terms GC-01 GC-02 Proposal Requirements and Conditions GC-03 3. 2. 1 Inclusion of Proposal in Contract GC-03 GC-03 Award and Execution of Contract GC-03 3. .3. 1 Time Reserved for Award of Contract and Preparation of Contract Documents GC-03 3. 3. 2 Contractor to Furnish Bond GC-03 3. 3. 3 Estimates of Quantities Approximate Only GC-04 3. 3. 4 Examination of Plans, Specifications, and Site of Work GC-04 3. 3. 5 Amount of Contract GC-04 3. 3. 6 Execution of Contract GC-04 GC-04 Scope of Work GC-04 3. 4. 1 Intent of the Plans and Specifications GC-04 3. 4. 2 Increased or Decreased Quantities GC-05 3. 4. 3 Alterations in Details of Construct-ion GC-05 3. 4. 4 Extra Work GC-05 3. 4. 5 Protection of Work During Suspension GC-05 3. 4. 6 Final Trimming of Work GC-06 3. 4. 7 Final Cleaning Up GC-06 3. 4. 8 Removal of Contractor's Equipment and Materials GC-06 GC-05 Control of the Work GC-07 3. 5. 1 Authority of the Engineer GC-07 3. 5. 2 Deviation from the Plans GC-07 3. 5. 3 Interpretation of Contract, Specifications and Plans GC-07 3. r-, 4 Plans and Working Drawings GC-08 Ok 3. 5. 5 Quality of Equipment and Materials GC- 10 3. 5. 6 Specifications by Standard Designations GC- 10 3. 5. 7 Equipment Approval Data GC-. 10 3. 5. 8 Cooperation with Other Contractors GC- 11 3. 5. 4 Contractor to Have Representative on Work GC- 12 1 3. 5 10 Information Regarding Work GC- 12 3. 5. 11 Notice to Contractors GC- 12 3. 5. 12 Notice by Contractors GC- 12 3. 5. 13 Surveys GC-12 3. 5. 14 Authority and Duties of Inspectors GC- 13 t • TABLE OF CONTENTS PART III - GENERAL CONDITIONS (Cont'd) Section Description Page 3. 5. 15 Inspection GC- 13 3. 5. 16 Unauthorized and Defective Work GC-14 3. 5. 17 Disputed Claims GC- 14 3. 5. 18 Final Inspection GC- 15 GC-06 Control of Materials GC- 15 3. 6. 1 Materials to be Approved Before Use GC- 15 3. 6. 2 Tests of Materials GC- 15 3. 6. 3 Storage of Materials GC- 16 3. 6. 4 Defective Materials GC-16 3. 6. 5 Ordering Materials GC- 16 3. 6. 6 Materials Furnished by the Owner GC-17 3. 6. 7 Manufacturer's Directions GC- 17 3. 6. 8 Guaranty Period GC-17 GC-07 Legal Relations and Responsibility to Public GC- 17 3. 7. 1 Laws to be Observed GC- 17 3. 7. 2 Permits and Licenses GC- 17 3. 7. 3 Patented Devices, Materials, and Processes GC- 18 3. 7. 4 Sanitary Provisions GC- 18 3. 7. 5 Public Safety and Convenience GC- 18 3. 7. 6 Barricades, Warning Signs, and Flagmen GC- 18 3. 7. 7 Fences GC- 19 3. 7. 8 Safeguarding of Excavations GC- 19 3. 7. 9 Use of Explosives GC-20 3. 7 10 Trespass GC-20 3. 7. 11 Protecti.-)n of Property and Persons GC-20 3. 7. 12 Restoration of Damaged Property GC-21 3. 7. 13 Responsibility for Damages GC-21 3. 7. 14 Contractor's Responsibility for Work GC-22 3. 7. 15 Personal Liability of engineer GC-22 3. 7. 16 No Waiver of Legal Rights GC-22 3, 7. 17 Insurance GC-2i a. General GC-23 b. Industrial Accident Insurance GC-23 c. Public Liability and Property Damage Insurance GC-23 d. Fire Insurance GC-24 .3. 7. 18 Payment of Bills by Contractors GC-25 3. 7. 19 Air and Water Pollution Laws GC-25 3. 7. 20 Use of Completed Portions GC-26 GC-08 Prosecution and Progress GC-26 3. 8. 1 Prosecution of Work GC-26 TABLE OF CONTENTS PART III - GENERAL CONDITIONS (Cont'd) Section Description Page 3. 8. 2 Subletting or Assignment of Contract GC-26 3. 8. 3 Limitations of Operations GC-28 3. 8. 4 Water Supply GC-28 3. 8. 5 Use of Premises GC-28 3. 8. 6 Protection of Work and Property GC-29 3. 8. 7 Character of Workmen and Equipment GC-29 3. 8. 8 Temporary Suspension of the Work GC-30 1 3. 8. 9 Time of Completion of Work and Extension of Time Limit GC-30 3. 8. 10 Annulment and Cancellation of Contract by Owner GC-32 3. 8. 11 Right of Owner to Do Work GC-33 3. 8. 12 Contractor's Right to Stop Work or Terminate Contract GC-33 3. 8. 1 .3 Suits of Law Concerning the Work GC-34 GC-09 Measurement and Payment GC-34 3. 9. 1 Methods of Measurement and Computation GC-34 3. 9. 2 Scope of Payment GC-34 3. 9. 3 Alteration in Details of Construction GC-34 3. 9. 4 Quantities and Unit Prices GC-35 a. Lump Surn GC-35 b. Unit .Prict s GC-35 3. 9. 5 Claims for Extra Compensation GC- 36 3. 9. 6 Payment fc.r Force Account Work GC- 36 3. 9. 7 Force Account Bills GC-38 3. 9. 8 Payment foi Omitted Items GC-38 3. 9. 9 Partial Payments GC-39 3. 9. 10 Advances on Materials GC-40 3. 9. 11 Allowance for Materials Left on Hand GC-41 3. 9. 12 Final Estimate GC-41 3. 9, 13 Suspension of Payments GC-41 3. 9. 14 Correction of Work after Final Payment GC-42 3. 9. 15 Payments GC-42 w w TABLE OF CONTENTS PART IV - SPECIAL 'TECHNICAL SPECIFICATIONS Section Description Page TS-01 GENERAL TS-01 TS-02 PERMITS TS-01 TS-03 PIPE FOR SEWERS, CASING, AND CULVERT TS-01 ,i. Standard Concrete Sewer Pipe TS-01 b. Cast _iron Pipe TS-02 C. Corrugated Metal Pipe TS-02 d. Asbestos-Cement Pipe TS-02 e. Malleable Iron Pipe TS-02 E. Sewer Casing Pipe TS-02 g. Force Main Pipe TS-02 TS-04 PAYMENT FOR PIPE TS-02 TS-05 COUNTY ROADS AND STATE HIGHWAYS TS-02 TS-06 SURPLUS EXCAVATED MATERIAL TS-03 TS-07 BACKFILL TS-03 a. County and Public Roads and Streets TS-03 b. Easements and Undevelope6 Areas TS-04 C. Backfill Under Existing Utilities TS-04 TS-08 PAVEMENT AND GRAVEL SURFACE REPLACE- MENT TS-04 a. General. TS-04 b. Bituminous Pavement Replacement TS-04 C. Gravel Surface Replacement TS-05 TS-09 SEAL COAT TS-05 TS- 10 TESTS OF SEWERS TS-06 TS- 11 PROFILE ELEVATIONS TS-07 TS- 12 GRADING AND BACKFILL FOR PUMPING STATIONS TS- 07 TS- 13 CONCRETE FOR PUMPING STATIONS TS-07 TABLE OF CUN T FNTS (CONT. ) PART IV - SPECIAL TECHNICAL SPECIFICATIONS Section Description Page TS- 14 SEWAGE PUMPING EQUIPMENT TS-07 a. General TS-07 TS- 15 VALVES TS-08 a. Iron Body Gate Valves TS-08 b. Check Valves TS-08 TS- 16 METAL WORK TS-08 a. Fabricated Items TS-08 b. Anchor Bolts TS-09 C. Welding TS-09 d. Galvanized Metal TS-09 TS- 17 PAINTING IN THE FIELD TS-09 a. General TS-09 b. Materials and Applications TS-09 1. Metal. Surfaces Protected From Weather TS- 10 2. Metal Surfaces Not Protected From Weather TS-10 3. Concrete in Contact with Sewage or Sludge TS- 10 4. Exposed Exterior Concrete Surfaces TS- 10 TS-18 ELECTRICAL WORK TS- 10 a. Scope of Work TS- 10 b. Codes, Rules and Regulations TS-10 C. General TS- 10 d. Grounding TS- 11 e. Conduits and Fittings TS-12 f. Wireways TS-13 F g. Switches and Receptacles TS- 14 h. Wiring TS- 14 i. Lighting Fixtures TS- 15 j. Lighting Panels and Load Centers TS- 15 k. Disconnect Devices TS- 15 1. Motor Controllers TS- 15 ' TABLE OF CONTENTS (CONT. ) ' PART IV - SP.ECIAL TECHNICAL SPECIFICATIONS ' Section Description Page TS- 18 EL_CTRIGA L WORK (CONT. ) 1 M. Comb4.nation Motor Starters TS- 16 n. Electrical Cabinet TS- 16 o. Sewage Pump Control TS- 16 ' p. Service TS- 17 q. Testing and Clean-up TS- 17 TS- 1c FENCING TS- 17 i r r i r 0 0 i i TABLE O: CONTENTS ' STANDARD TECHNICAL SPECIFICATIONS FOR CONCRETE AND REINFORCED CONCRETE Section Description Page RC-01 General RC-01 RC-02 Ready-Mix Concrete RC-01 RC-03 Concrete RC-01 a. Designation RC-01 b. Cement RC•.01 I C. Aggregate RC-01 d. Water RC-02 e. _'admixtures RC-02 I f. Concrete Tests RC-02 g. Placing Concrete RC-03 h. Curing RC-04 i. Forms RC-05 j. Removal of Forms RC-06 k. Surface Fini&h RC-06 1 1. Inserts and Embedded Items RC-06 m. Construction Joints RC-06 n. Wa.terstops RC-07 I o. Measurement RC-07 RC-04 Reinforcement Steel RC-07 a. Quality RC-08 I b. Placement RC-08 C. Payment RC-08 i I i i TABLE OF CONTENTS STANDARD TECHNICAL, SPECIFICATIONS FOR SEWER WORK Section Description Page SW-01 General SW-01 SW-02 Right of Way SW-01 SW-03 Survey Monuments and Property Corners SW-01 SW-04 Interferences and Obstructions SW-01 SW-05 Traffic Maintenance and Protection SW-02 � SW-06 Private Roads and Driveways SW-03 SW-07 County Roads and State Highways SW-03 SW-08 Railroad Undsrcrossings SW-03 SW-09 Clearing and Grubbing SW-04 SW- 10 Cutting Pavement, Sidewalk, Curbs, and Gravel Surfaces SW-04 SW- 11 Landscaped Areas SW-04 SW_ 12 Trench Excavation SW-04 a. General SW-04 b. Classification of Excavation SW-05 c. Excavation Below Grade SW-05 d. Wet Excavation SW-05 SW- 13 Tunnels in Lieu of Open Trench SW-06 SW- 14 Blasting SW-06 SW- 15 Sheeting and Bracing SW-06 SW- 16 Sewer Grade and Alignment 5W-07 SW- 17 Sewer Pipe SW_08 a. General. SW-08 b. Concrete and Clay Pipe SW-08 c. Asbestos-Cement Pipe SW-08 1. Non-pressure Pipe SW-08 2. Pressure Pipe SW-08 d. Cast Iron Pipe SW-08 SW- 18 Joints for Sewer Pipe SW-08 SW_ 19 Pipe Laying SW-09 SW_20 Branches SW-09 SW-21 House Connections SW- 10 SW_22Connections to Existing Sewers SW- 10 SW-23 Manholes and Clean Outs SW_ 10 a. General SW- 10 b. Drop Manholes SW_ 1 1 c. Frames and Covers SW- 11 d. Clean Outs SW_ I l a Section Description Page SA'-24 Backfilling SW- 11 ' SW-25 Bank Run Sand and Gravel SW- 12 SW'-26 Replacing Pavement, Sidewalks, Curbs, and Graved Surfaces S W- 12 SW'-27 Measurement for Payment SW- 13 a. Sewer Pipe SW- 13 ' b. House Service Pipe SW- 13 c. Bedding SW- 14 d. Excavation and Bedding P-low Class A or Class B Bedding SW- 14 e. Select Backfill SW- 14 f. Surfacing SW- 14 1. Asphaltic Concrete SW- 14 '. 2. Gravel Surfacing SW- 14 g. Manholes SW- 15 1. Standard SW- i5 2. Drop Manholes SW- 1'' 3. Clean Outs SW- 15 SW-28 Tesc of Workmanship SW- 15 SW-29 Clean Up SW- 16 a. General SW- 16 b. Sewers SW- 16 c. Final Inspection SW- 16 FART I SPECIAL PROVISIONS SP-01 GENERAL STA'T'EMENT AND EXTENT OF WORK The work to be performed under these specifications and the plans wr.:ch accompany them consists of furnishing all labor, materials and equip- ment necessary for the construction of sanitary sewers and sewage pumping stations, T1-- work shall be performed in a workmanlike manner, complete and operable as required by the contract documents. The work is to be con- structed for the City of Tigard, Washington County, Oregon, herein defined as the owner. The work includes construction of two new sewage pLmping stations, construction of gravity sewers, construction of one new force main, and other miscellaneous work as detailed by the contract documents. The work is to be awarded to one contractor. SF-02 PLANS The plans are designated by name, number and title as shown, Where referencL- s made to the drawings, the ''Sheet Number'' of the drawings will w be used. L - 7h drawing bears the general title: CITY OF rIGARD, OREGON INDUSTRIAL PARK SEWERAGE Individual titles, sLbtitles, sheet numbers and file numbers are as given in the following list: LIST OF DRAWINGS Sheet No. Title File No. I Plan 63-P-220- 14-6310 2 Plan 63-P-220-14-6311 3 Profile 63-P-220-14-6312 4 P. S. No. 1 & 2, Mechanical & Structural Details 63-P-220-14-6313 5 P. S. No. 1 & 2, Electrical Details 63-P-220- 14-6314 6 Typical Details 63-P-220-15-6315 SP-01 SP-03 PREQUALIFICATION OF BIDDER The laws of Oregon require that all prospective bidders on public works construction must qualify therefor to the satisfaction of the owner of such works before the forms or other documents which are essential in the preparation and filing of a proposal may be issued. It therefore will be pre- sumed that each bidder will have applied to the owner for approval of his qualifications and will have received such approval before requesting that said forms or documents be issued to him. Prospective bidders who hereto- fore may have qualified with the owner and whose evidence of such qualifica- tions is still acceptable may upon request receive the necessary approval without filing new proof thereof, all subject to the discretion of the owner. SP-04 OTHER REQUIREMENTS OF OREGON LAW The contractor shall promptly, as du,-, make payments to all persons supplying labor or materials for the prosecution of the work provided for herein and shall also lay all contributions or amounts due the State Industrial Accident Fund on acco,int of the performance of this contract. The contractor shall not peiL.iiit any lien or claim to be filed or prosecuted against the owner on account of any labor or material furnished or contributions due said State Industrial Accident Fund. In case the contractor shall fail, neglect, or refuse to make prompt payment of any claim for labor or services (including payments to the State Industrial Accident Fund) furnished by any person in connection with this contract as said claim becomes due, whether said service- and labor be per- formed for the contractor or a subcontractor, then the proper officer or of- ficers representing the owner may pay such claim(s) and charge the amount thereof against funds which are or will become due to the contractor, but the payment of any such claim in the manner herein authorized sliall not relieve the contractor or his surety from obligations which result from such claims. Any and all other of the laws of Oregon which are applicable to work of the natl.ire herein contemplated shall be observed in all respects. SP-05 PAYMENTS This project will be financed by the City of Tigard and from funds to be granted only toward Pumping Stations No. 1 and 2 and the force main work by the U. S. Public Health Service under the Federal Water Pollution Control Act. Payments will be made to the contractor in cash and strictly in accord- ance with Section GC-09, ''Measurement and Payment, " General Conditions. SP-Oe SP-06 REQUIREMENTS OF MUNICIPAL ORDINANCES The contractor shall comply with requirements of all Municipal Ordi- nances which are applicable to work of a nature herein contemplated and shall observe these in all respects and to the same extent as if such Municipal Ordinances were repeated herein. 5P-07 TIME OF' COMPLETION The contractor shall complete the work to the extent that it is operational on a continuous basis within sixty (60) calendar days after "Notice to Proceed" has been issued by the owner. All the work shall be completed within ninety (90) calendar days after "Notice to Proceed" has been issued by the owner. The fact that certain materials or processes have been specified will not be considered adequate cause for extending completion time. See "General Conditions" Section 3. 8. 9. Liquidated damages will be com- puted on the basis of Fifty Dollars ($50, 00) for each and every calenuar day that the elate of final completion is delayed. It is further understood that should the contractor not complete the work within the time specified, the owner may discontinue any further progress pay- ments until the work is completed and accepted by the owner, except should a progress payment in excess of $5000 be due the contractor, based upon work completed after the "Time of Completion" of the contract, the owner will make a progress payment in accordance with regular provisions of these specifications. SP-08 PROGRESS REPORTS AND SCHEDULES The contractor shall within 10 days, or such time as determined by the engineer, after the date of commencement of the work, prepare and submit to the engineer for approval a practicable schedule, showing the order in which the contractor proposes to carry on the work, the date on which he will start the several saliet.t features (including the procurement of materials, plant and equipment) and the contemplated dates for completing the same. The schedule may be in letter form. Ii in the opinion of the engineer, the contractor falls behind the progress schedule, the contractor shall take such steps as may be ncessary to improve his progress and the engineer may require him to increase t :e number of shifts, and/or overtime operations, days of work, and/or the amount of construction plant, and to submit for approval such supplementary schedule or schedules in chart form as may be deemed necessary to demonstrate the manner which the agreed rate of progress will be regained all without additional cost to the owner. SP-03 Failure of the contractor to comply with the requirements of the engineer under the provisions of this section shall be grounds for determination by the engineer that the contractor is not prosecuting the work with such diligence as will insure completion within the time specified. Upon such determination the engineer may terminate the contractor's right to proceed with the work, or any separable part thereof, in accordance with determination for default or in accord- ance with other provisions provided in the contract. If the contractor desires or due to slow progress is required to carry on work at night or outside the normal working hours, he must submit an application to the engineer. He shall allow ample time to enable satisfactory arrangements to be made for inspecting the work in progress. If granted permission, he shall light the different parts of the work in a manner satisfactory to the engineer and shall comply with all regulations of the owner and State of Oregon. SP-09 SIGN The contractor shall provide a sign at an approved location. The sign shall show the name of the project, the owner, the general cont-actor's name and that of the firm of Stevens & Thompson, Inc. The sign shall be approximately 4 by 8 feet in size on painted 3/4-inch waterproof plywood and the painting thereon shall be as approved by the engineer. All lettering is required to conform to Federal Government requirements. SP-10 OFFICE FOR ENGINEER The contractor shall provide, either in conjunction with his own or else- where, office space for the resident engineer. It shall have a window from which a view of the construction operations may be had. A door with cylinder lock must be provided so that the engineer's inptruments, drawings, notes, and personal equipment may be safely housed. A suitable supported piece of 3/4-inch plywood and about 3 x 4 feet in size shall be placed ii the room under the window for use as a. table; other furnishings required will be provided by the owner. SP- 1 1 ACCESS TO WORK Access to the work shall be provided as may be required by the owner or his representatives. Alscj, the contractor shall provide access to the work for representatives of the Scate of Oregon as well as the Federal Government for inspection of the progress of the work, the methods of construction and for any inspection required >>y the officials of the State of Oregon or the Federal Government. SP-04 SP-1.2 GUARANTEES AND MAINTENANCE BONDS Whether or not there appears here or elsewhere herein specific reference to guarantees of all items of material, equipment, and workmanship, they never- theless shall be so guaranteed against mechanical, structural, or other defects for which the contractor is responsible that may develop or become evident within a period of one year from and after acceptance of the work by the owner. Such guarantees shall include care of backfilling of ditches or at structures should the fill settle to such extent as to require refilling or resurfacing roadway surfaces to restore the original or intended condition or grade. This guarantee shall be understood to imply prompt attention to any remedy of such defects as those mentioned above if and as they occur after the contractor shall have written notice of their existence. If the defect, in the opinion of the owner, is of such nature as to demand immediate repair, the owner shall have the right to make them and the cost thereof shall be borne by the contractor. To support the above guarantee the contractor's performance bond shall remain in full force and effect for one year following the acceptance of the project by the owner. The bond shall be executed by a surety company authorized to do 4 business within the State of Oregon and it shall be subject to the approval of the attorney for the owner. SP-13 MAINTENANCE OF EXISTING SYSTEM IN OPERATION The Oregrn State Sanitary Authority and the City of Tigard require that transmission of sewage to the treatment plant be maintained to the fullest extent possible during construction of the additions and modifications to Pumping Station No. 2. Permission to interrupt the syten- will only be given by permission of the engineer. Such permission will only be granted for a period of time as is neces- sary to complete the work in a diligent manner. The contractor shall plan his work so that a minimum of interference with the system will occur, and his work plans shall be subject to approval of the engineer. It is recognized that connections and disconnections must be made to the various units of tue existing system during construction; however, much of the work can be accomplished without interfering with the normal processes. a. SP-14 PATENTS The contractor's attention is called to Article GC-07, 3. 7. 3 of the General Conditions. In addition to the requirements stated therein, the contractor shall pay all royalties and assume all responsibilities for the infringement of any patent required by any process or items of equipment required. The cost to the contractor of all royalty payments for use of patented process or processes or equipment shall be included in the prices named for the work in the Proposal forth. SP-05 mom SP-15 NON-COLLUSION AFFIDAVIT T'he owner reserves the right to require that any bidder, before being awarded a contract, shall execute a non-collusion affidavit in such form as will satisfy the; owner that the bid offered is genuine, is not sham or collusive, and in no respect or degree is made in the interest or on behalf of any person, firm or corporation not named in the Proposal containing such bid. SP-16 NONDISCRIMINATION TN EMPLOYMENT a. The contractor will not discriminate against any employee or appli- cant for employment becauFe of race, creed, color, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, creed, color, or national origin. Such action shall include, but not be limited to the following: employment, upgrading, demotion or transfer; rates of pay or other forms of compensation; and selection for training, including apprenticeFhip. The contractor agrees to post in conspicuous places, available to employccd and applicants for employment, notices to be provided by the owner setting forth the provisions of this nondiscrimination clause. b. The contractor will, in all solicitations or advertisements for em- ployees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, creed, color, or national origin. c. The contractor will send to each labor union or representative or workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided by the owner, advising the said labor union or workers' representative of the contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants fo- employment. d. The contractor will comply with all provisions of Executive Order No, 10925 of March 6, 1961, as amended, and of the miles, regulations, and relevant orders of the President's Committee on Equal Employment Oppor- tunity created thereby. e. The ccatractor will furnish all information and reports required by Executive Order No. 10925 of March 6, 1961, as amended, and by the rules, regulations, and orders of the said Committee, or pursuant thereto, and will permit access to his books, records, and accounts by the United State Depart- ment of Health, Education, and Welfare and the Committee for purposes of investigation to ascertain compliance with such rules, regulations. and orders. SP•06 f. In the event of the contractor's noncompliance with the nondiscrimi- nation clauses of this contract or with any of the said rules, regulations, or orders, this contract may be cancelled, terminated, or suspended in whole or in part and the contractor may be declared ineligible for further Federal or Federal- ly assisted contracts in accordance with procedures authorized in Executive Order No. 10925 of March 6, 1961, as amended, and such other sanctions rray be im- posed and remedies invoked as provided in the said Executive Order or by rule, regulation, or order of the President's Committee on Equal Employment Oppor- tunity, or as otherwise provided by law. g. The contractor will include the provisions of paragraphs (a) through (g) in every subcontract or purchase order un.less exempted by rules, regulations, or orders of the President's Committee on Equal Employment Opportunity issued pursuant to Section 303 of Executive Order No. 10925 of March 6, 1961, as amended, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontractor or purchase order as the Department of Health, Education, and Welfare may direct as a means of enforcing such provisions, including sanctions for noncom- pliance: Provided however, that in tl a event the contractor becomes involved in or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the Department of Health, Education, and Welfare, the contrac- tor may request the United States to enter into such litigation to protect the interests of the United States. SP-17 FEDERAL LABOR STANDARDS The following attached Govrr►.m;,nt form OM 1071 (Rev. 11-62) entitled "Labor Standards" i.ncluue rewirements for contracts paid for in whole or in part by the Federal Government and c re hereby made a part of these specifica- tions. In addition the Wage Determination referred to in these "Labor Standards" will be: included in these specifications following the "Labor Standards" by ad- dendum. SP-07 f Form ''"�70° LABOR STANDARDS Budget Approved. No. 68-R8Gs. Contract Provisions (FEDERAL WATER POLLUTION CONTROL ACT) 1. The schedule contained in the Wage Determination decision of the name and address of each such employee, his correct classification, rate of Secretary of Labor which is made part of these specifications furnishes the pay, daily and weekly number of hours worked, deductions made and minimum hourly rates of wages required to be paid to the various laborers actual wages paid. The Contractor will make his employment records and mechanics employed directly upon the site of the work embraced by available for inspection by authorized representatives of the Surgeon this specification, these rates having been determined by the Secretary of General,and will permit such representatives to interview employees dur. Labor to be the prevailing local wage rates for the corresponding classes ing working hours on the job. of laborers and mechanics employed on projects of a character similar to The Contractor will in addition submit weekly a certified copy of all the contract work as determined in accordance with Public Law 403 of the payrolls to the Owner, or tis representative. Such copies shall be re- Seventy-fourth Congress, approved August 30, 1935, as amended. The tained, in accordance with instructions, by the Owner for a period of 3 Wage Rates contained in this decision are straight hourly wage rates. In years from the date of completion of the contract, and shall be available some areas management and labor organizations in the construction indus- for inspection by authorized representatives of the Surgeon General. try have collectively bargained for health and welfare fund contributions. The certification will affirm that the payrolls are correct and complete, Such contributions are not included in wage rates determined by the that the wage rates contained therein are not less than those determined Secretary of Labor for construction projects unless so specified in the by the Secretary of Labor and the classifications set forth for each laborer determination. or mechanic conform with the work he performs. 2. No classifications of laborers or mechanics may be employed except 7. Apprentices will be permitted to work only under a bona fide ap- those designated in the schedule above mentioned. In the event that prerticeship program registered with a State Apprenticeship Council wage rates are desired for classifications not requested or classifications which is recognized by the Federal Comr 'cc on Apprenticeship, U.S. requested but not furnished, application or reapplication for such classi- Department of Labor; or if no such recogwzed Council exists in a State, fications and rates shall be made to the Surgeon General for transmission under a program registered with the Bureau of Apprenticeship, U.S. to the Secretary of Labor. Department of Labor. 3. While the wage rates shown are the minimum rates required by S. The Contractor will comply with the regulations of the Secretary of these specifications to be paid during the life of the contract,this is not a Labor made pursuant to the Anti-Kickback Act of June 13, 1934, 48 representation that labor can be obtained at these rates. It is the respon- Stat. 948; 62 Stat. 740; 63 Stat. 108; 18 U.S.C. 874, 40 U.S.C. 276b, c, sibility of bidders to inform themselves as to local labor conditions and and any amendments or modifications thereof, will cause appropriate prospective changes or adjustments of wage rates. No increase in the provisions to he inserted in subcontracts to insure compliance therewith contract price shall be allowed or authorized on acrount of the payment by all subcontractors subject thereto, and will be responsible for the sub. of wage rates in excess of those listed herein. mission of statements required of subcontractors thereunder,except as the Secretary of Labor may specifically provide for reasonable limitations, 4. All mechanics and laborers employed or working upon the site of variations, tolerances and exemptions from the requirements thereof. in the work will be paid unconditionally and not less of!en than once a week, lieu of mailing statements required by Sections 3.3 and 3.4 of the Kick- and without subsequent deduction or rebate on any account (except such back Regulations to the Federal Agency furnishing financial aid on this payroll deductions as are permitted by the Anti-Kickback Regulations project, the Contractor shall submit all such statements promptly, as (29 C.E.R.,Pott 3)), the full amounts due at time of payment computed specified, to the Owner or to a representative designated by the Owner. at wage rates not less than those contained in the Wage Determination The Owner, or his representative, shall check the completeness of such derision of the Secretary of Labor which is attached hereto and made a statements and their compliance with forms prescribed in the Kickback part hereof, regardless of any contractual relationship which may he Regulations. Such statements shall be preserved for a period of years alleged to exist between the Contractor or subcontractor and such laborers from the date of completion of the contract and shall he availal.le for and mechanics; and the Wage Determination decision shall be posted by inspection by authorized representatives of the Secretary of Labor ane! the the Contractor at the site of the work in a prominent place where it can Surgeon General of the Public Health Service, he easily seen by the workers. 5. The Owner,or his representative,may withhold or cause to he with- 9. The Contractor will insert in each of his subcontracts the provisions sec forth in stipulations 2, 4, 5, 6, 7, a r,nd 10 hereof, and such other held from the Contractor so .iuch of the accrued payments or advances stipulations as the Surgeon General of the Public Health Service may by as may be consideree necessary to pay laborers and mechanics employed appropriate instructions require. by the Contractor or any subcontractor on the work the full amount of 10. A breach of stipulations 2 and 4 through 9 may he grounds for wages required by the contract. In the event of failure to pay any laborer termination of the contract. If the Contractor fails to correct any such or mechanic employed or working on the site of the work all or part of breach to the satisfaction of the Surgeon General of the Public Health the wages required by the cuAract,the Owner or his representative,may, Service within 10 days after the Owner's demand for such correction,then after written notice to the Contractor,take such action as may he necessary the Owner may, by written notice to the Cnntractor,terminate his right to to cause the suspension of any further payment,advance, or guarantee of funds until such violations have ceased. proceed with the work or such part of the work as to which there has been a breach of the aforesaid •,tipulations and prosecute the work to 6. Payroll records will be maintained during the course of the work completion by contract or otherwise, and the Contractor and his Sureties and preserved for a period of 3 years thereafter for all laborers and me. shall be liable to the Owner fcr any excess cost occasioned the Owner chanics working at the site of the work. Such records will contain the thereby. ANTI-KICKBACK PROVISIONS 1. The Anti-Kickback Regulations issued by the Secretary of Labor under their contracts of employment. In the event of failure to pay any (29 C.F.R., Part 3) are applicable to this contract. The Contractor will laborer or mechanic employed or working on the site of the work all or comply with these Regulations incorporated herein by reference and any part of the wages to which he is entitled under his contract of employ. amendments or modifications thertof, will cause appropriate provisions ment, the Owner, or his teprmentative, may, after written notice to the to be inserted in subcontracts to insure compliance therewith by all Sub. Contractor, take such action as may be necessary to cause the suipension contractors subject thereto, and will be responsible for the submission of of any further payment, advance, or guarantee of funds until such viola- statements required of subcontractors thereunder, except as the Secretary tions have ceased. of Labor may specifically provide for reasonable limitations, variations, 3, payroll records shall contain the information and be preserved as tolerances and exemptions from the requirements thereof. In lieu of required by Section 3.4(b) of the Regulations. The Contractor will mailing statements required by Sections I i and 3.4 of the Anti-Kickback make his employment records available for inspection by authorized rep- Regulations to the Federal Agency furnishing financial aid on this project, resentatives of the State Water Pollution Control Agency, the Secretary the Contractor sl.all submit all such statements promptly as specified, to of Labor, and the Surgeon General, and will permit such represent,tivrs the Owner or to a representative designated by the Owner. to interview employees during working hours on he job. 2. The Owner, or his representative, may withhold or cause to be withheld from the Contractor so much of the accrued payments or 04. 4. The Contractor will insert in each of his subcontracts the provisions vances as may be considered necessary to pay laborers and mechanics em- set forth in the foregoing clauses hereof, and such other stipulations as ployed by the Cnttractor nr any Sup nntractor on the work (except for the Surgeon General may require by appropriate instructions. such deductions as are pern,itted by we Anti Kickback Regulations (29 5. A breach of stipulations (1t through (4) may be grounds for t C.F R, PAtt 3)), the full amount of wages to which they are entitled termination of the contract. "ANTI-KICKBACK" ACT, COPELAND ACT (d) Insertion of clauses in sub.owraca. The contractor agrees to in- sert the foregoing clauses (a), (b), and (c), and this da ise (d), in all subcontracts. 4 874 Kickbacks from public worth employees. "Whoever,by force, NONDISCRIMINATION IN EMPLOYMENT intimidation, or threat of procuring dismissal from employment, or by any other manner whatsoever induces any person employed in the con- "During the performance of this contract, the Contractor agrees :.s struction, prosecution, completion or repair of any public building, public follows: work,or building or work financed in whole or in part 5y loans or grants "(1) The Contractor will not discriminate against any employee or from the United States, to give up any part of the compensation to which applicant for employment because of race,creed,color,or national origin. he is entitled under his contract of employment, shall be fined not more The Contractor will take affirmative action to ensure that applicantz are than$5,000 or imprisoned not more than five years,or both." employed, and that employees are treated during employmcirt, without regard to their race, creed, color, or national origin. Such action shall TITLE 40 U.S.C. (AS AMENDED) include, but not be limited, to the following: Emp!dyment, upgrading, §276c Same; regulations governing contractors and sub:ontractors, demotion or transfer; recruitment or recruitment advertising; layoff or "The Secretary of Labor shall make reasonable regulations for contractors termination; rates of pay or other forms of compensation; and selection and subcontractors engaged in the construction,prosecution,completion or `nr�training,uus places,ia aiableitose employees ndhip. The nappl applitractor cants emplovees to t repair of public buildings, public works or buildings or works financed in whole or in part by loans or grants from the United States, includ- ing i rovisionsiof this nonciisctces to be drrnination clauseracting officer setting forth the a provision that em:h contractor and subcontractor shall furnish weekly p a statement with respect to the wages paid each employee during the "(2) The Contractor will, in all solicitations or advertisements for preceding week. Section 1001 of Title ie shall apply to such state• appy cants wlill receive eonsidelationhforr employmenttw thoutll qualified regard to menu." race,creed,color,or national o,igin. Reorganization Plan Na. 14 of 1910 (1 S F.R. 3176, 64 Stat. 1217, 5 U.S.C. 133z note). "In order to assure coordination of administration "(3) The Contractor will end to each labor union or representative of and consistency of enforcement of the labor standards provision of each workers with which he has r collective bargaining agreement or other of the (foregoing and other enumerated) Acts by the Federal agencies contract or understanding, a notice, to be provided by the agency con- responsible for the administration thereof, the Secretary of Labor shall tracting officer, advising the said labor union or workers' representative prescribe appropriate standards, regulations, and procedures, which shall of the Contractor's commitments under this section, and shall post copies be observed by these agencies, and cause to be made by the Department of the notice in conspicuous places available to employees and applicants of Labor such investigations,with respect to compliance with and enforce• for employment. 4 ploy eContractor will comply with all provisions of Executive meant of such labor standards,as he diems desirable, Order No. 10925 of March 6, 1961, as amended, and of the rules, regu- CONTRACT WORK HOURS STANDA!!Df ACT lations, and relevant orders of the president's Committee on Equal Em- OYERTIMP COMPENSATION ployment Opportunity created thereby. "(5) The Contractor will furnish all information and reports required (a) Overtime rf the contract No contractor it subcontractor contract- by Executive Order No. 10925 of March 6, 1961,as amended,and by the ing for any part of the contract work shall require or permit any laborer rules, regulations,and orders of the said Committee, or pursuant thereto, or mechanic to lie employed on such work in excess of 8 hours in any and will permit access to his books• records,and accounts by the contract- calendar day or in excess of 40 hours in any workweek unless such laborer ing agency and the Committee for purposes of investigation to ascertain or mechanic receives compensation at a rate not less than one and one- compliance with such rules,regulations,and orders. half times his basic rate of pay far all hours worked in excess of 8 hours "(6) In the event of the Contractor's noncompliance with the non- in any calendar day or ,9 excess of 40 hours in such workweek, which- discrimination clauses of this contract or with any of the said rules,regu. ever is the greater number 4 overtime hourslations,or orders,this contract may be cancelled,terminated,or suspended (b) Violations; liability for unpaid wager; liquidated damager. In in whole or in part and the contractor may be declared ineligible for the event of any violation of the clause set forth in paragraph (a), the further Government contracts in accordance with Procedures authorized contractor and any subcontractor responsible therefor shall he liable to in Executive Oder No. 10925 of March 6, 1961, as amended, and such any affected employee for his unpaid wages. In addition,such contractor other sanctions may he imposed and remedies invoked as provided in the or sishcontractor shall be liable to the United States (in the case of work said Executive Order or by rule, regulation, or order of the President's done under contract for the District of Columbia or a territory, to such Committee on Equal Employment Opportunity, or as otherwise provided District or to such territory), for liquidated damages. Such liquidated by law. damages shall be computed, with respect to each individael laborer or „(7) The Contractor will include the provisions of paragraphs (1) mechanic employed in violation of the clause (a), in the sum of$10 for through (7) in every subcontract of purchase order unless exempted by each calendar day on which such employee was required or permitted to rules, regulations, or orders of the President's Committee on Equal Em- work in excess of 8 hodrs or in excess of 40 hours in a workweek with- ployment Opportunity issued pursuant to section 303 of Executive Order out payment of the overtime wages required by the clause (a). No. 10925 of March 6, 1961,as amended,so that such provisions will be (c) Withholding for unpaid wages and liquidated damaged. The binding upon each subcontractor or vendor. The Contractor will take Federal agency for which the contract work is done or by which financial such action with respect to any subcontract or purchase order as the con- assistance for the work is provided may withhold, or cause to be with- tracting agency may direct as a means of enforcing such provisions, in- held, from any moneys payable on account of work performed by the eluding sanctions for noncompliance: Provided, however, that in the contractor or subcontractor, the full amount of wages required by the event the Contractor becomes involved in,or is threatened with, litigation contract and such sums as may administratively be determined to be with a subcontractor or vendor as a result of such direction by the con- necessary to satisfy any liabilities of such contractor or subcontractor for ti such litigation agency,t he Contr ct interestsor MAY request the United the United Su`ates to enter into liquidated damages as provided in clause(b). IDHS-4709 (aaeb us.oovsarrutnr caimans 0mcl:rs s—o-zst-ns (a-a4) PART R INSTRUCTIONS TO BIDDERS IB-01 INTENT OF' PLANS AND SPECIF'ICA'TIONS It is the intention of these specifications to provide for careful, thorough and workmanlike construction procedure in the installation of mate- rials and equipment and in the manufacture and delivery of such materials and equipment. The bidder to whom the contract is awarded shall furnish all the material and labor necessary to complete said contract in accordance with all of its terms and :onditions. The plans and specifications shall be considered and used together; anything appearing as a requirement of either shall be accepted as applicable to both even though not so stated therein or shown. The engineer may furnish supplemental rlans and specifications to define more clearly any requirement of the original documents; these shall be accepted by the contractor as of the same force and effect as though they had been included among the listed draw- ings and in case of any conflict between the listed and the supplemental draw- ings, the latter shall govern. The contractor shall not be entitled to extra payment because of his compliance with the requirements of such supplemental drawings unless they contain new requirements involving costs which clearly could not have been anticipated by an experienced contractor in his examina- tion of the original listed drawings or could not reasonably be inferred there- from as requirements of the contract. All specifications and notes appearing on the plans shall have the same force and effect as though they were repeated herein. IB-02 INTERPRETATION OF DOCUMENTS If a prospective bidder is in doubt as to the true meaning of any part of the plans, specifications, or other proposed contract document, he may submit to the engineer a written request for an interpr .tation thereof. The person submitting the request will be responsible for its prompt deliv- ery to the engineer. An interpretation will be made only by addendum duly issued by the engineer and a copy thereof will be mailed or otherwise de- livered to each prospective bidder. The owner will not be responsible for any other form of explanation or interpretation. r. g IB-01 i IB-03 EXAMINATION OF SITE AND CONDITIONS Before making a proposal, the bidder shall examine the site of the work and ascertain for himself all the physical conditions in relation thereto. Failure to take this precaution shall not release him from his obligation as implied by the proposal he submits nor excuse him from performing the work in strict accordance with the requirements of the contract documents. No statement made by any officer, agent, or employee of the owner pertaining to the site of the work or the conditions under which the work must be performed will be binding on the owner, IB-04 QUALIFICATIONS OF BIDDER The owner desires that this project shall be built by a contractor who is competent and adequately financed. The owner may request the bidder to submit a written statement to show experience in construction work of this character as an indication of qualifications and business standing. If required, the bidder may make his statement in such form as may seem appropriate but it should be notarized and failure to comply with this request may cause rejection of the bid which is affected. IB-05 -REPARATION OF PROPOSAL Bids must be submitted by filling in with ink (or typing) each and every blank provided for such purpose in the form headed "Proposal", or if the bidder is required to provide a pecial form appropriate to the nature of his bid then such form shall be complete in all respects as required by the specifications if it is to merit consideration by the owner. Where indicated all blank spaces shall be filled in with words and figures. Written amounts shall take prece- dence where there is a conflict between the written amount and the figure. If the proposal is made by a partnership, it should contain the name of each partner and should be signed in the firm name, followed by the signa- ture of a partner or that of a person duly authorized to act for and on behalf of such partnership. If made by a corporation, the proposal should be signed with the name of the corporation and the State in which incorporated, followed by the written signature of the qualified officer and the designation of the office he holds in the corporation. The address of the person, .firm or corporation in whose behalf the proposal is submitted sliall be given. The bidder shall comply with all other specific requirements of the proposal form. IB-06 ALTERATION OF DOCUMENTS PROHIBITED Except as may be provided otherwise herein, proposals which are incomplete, are conditioned in any way which the plans or specifications do not authorize, contain unverified erasures or alterations, include items which are not named in the proposal form or which are unlawful, may be rejected as informal. IB-02 IB-07 SUBMISSION OF PROPOSAL Each proposal shall be completely sealed in a package addressed as required by the official advertisement, marked with the name of the bidder and the title of the project; it must be delivered to the addressee at or before the time named in said advertisement. IB-08 MODIFICATION OF PROPOSAL Change in a proposal already delivered will be permitted only if a request for the privilege of making such modification is made in writing signed by the bidder and the specific modification itself is stated prior to the sched- uled closing time for the receipt of proposals. To be effective every modifi- cation must be made in writing over the signature of the bidder; no other form of procedure will be acceptable. IB-09 WITHDRAWAL OF PROPOSAL A proposal may be withdrawn at any time prior to the scheduled closing time for filing bids. This may be done by the bidder in person or upon his telegraphic or written request. A telephoned request for withdrawal of a proposal will not be recognized for this purpose. If withdrawal is made person- ally, a written acknowledgment thereof will be required. After the scheduled closing time for filing bids, no bidder will be per- mitted to withdraw his proposal unless no award of contract has been made prior to the expiration of forty-five (45) days immediately following the time when bids are submitted. Bids received after the scheduled closing time will be returned to the Bidder unopened. IB- 10 OPENING BIDS All proposals received prior to the scheduled closing time and which are not withdrawn as above provided will be publicly opened and read aloud even though there may be irregularities or informalities therein, except that any proposal which is not signed, will not be read and, consequently, will be re- jected without consideration. IB- 11 AWARD OF CONTRACT Within forty-five (45) calendar da•,s after the opening of the proposals the owner will accept one of the proposals of reject all bids. IB- 12 BASIS OF AWARD The award will be made to the responsible contractor who submits the lowest acceptable bid. IB - 03 i IB- 13 REJECTION OF BIDS The owner reserves the right to reject any or all proposals or to waive any informalities therein if it is believed that the best interest of the owner will be served thereby. IB- 14 NONDISCRIMINATION IN EMPLOYMENT Contracts for work under this proposal will obligate the contractors and subcontractors not to discriminate in employment practices. Bidders must submit with their initial bid a signed statement as to whether they have previousiy performed work subject to the President's Execu- tive Order No. 10925. Bidders mu-1 if requested, submit a compliance report concerning their employment practices and policies in order to maintain their eligibility to receive the award of the contract. Successful bidders must, if requested, submit a list of all subcontractors who will perform work on the project and written signed statements from author- ized agents of the labor pools with which they will or may deal for employees on the work together with supporting information to the effect that said labor pools' practices and policies are in conformity with Executive Order No. 10925 as amended by Executive Order No. 11114 and that said labor pools will affirma- tively cooperate in or offer no hindrance to the recruitment, employment and equal treatment of employees seeking employment and performing work under the contract or, a certification as to what efforts have been made to secure such statements when such agents or labor pools have failed or refused to furnish same prior to the award of the contract. Successful bidders must be prepared to comply in all respects with the Contract Provisions regarding nondiscrimination, a copy of which follows. IB - 04 PART 111 GENERAL CONDI T1ONS GC-01 DEFINITIONS 3. 1 . 1 Definition of Terms In these specifications and the contract, the following words or expressions shall be understood to have the meanings given below: A A. S. H. U. - American Association of State Highway Officials, A. S. T. M - American Society for Testing Materials. A. , S .• American Welding ;:society. A. W. W. A. - American Waterworks Association. "Bidder" - Any individual, firm or corporation formal'.y submit- ting a proposal for the work contemplated, or any portion thereof, acting directly or through an authorized representative. "Contract" - The agreement between Li,e owner and the contractor degcribirig the work to be done and defining the obligations of the owner and the contractor in accordance therewith. It includes the "Specifications, " "Proposal, " "Performance Bond, " and "Plans, " and it includes also, all agreemelits a supplemental nature that may be entered into during the pro- gress of the work. "Contract Documents" - The plans, specifications, agreement, erformance bond, including all modiLications thereof incorporated in the documents before their execution and all agreements of a supplemental nature that may be entered into during the progress of the work; the ''Con- tract" includes all of the "Contract Documents. " "Contract.ur" - The individual, firm or corporation undertaking the executic„ of the work under the terms of the contract and acting dirr.ctly or through his or its agents or employees, "Engineer" - The firm of Stevens & Thompson or any duly author- ized assistant acting for the firrn; the engineer being the agent of the owner. "Inspector" - The autrorized representative of the engineer, assigned to observe the work or materials therefor. Owner" - The owne. of the work. when it is completed as indi- cated in the official advertisement and named in the contract. Performance Bond" - The form of securit^ approved by he owner, furnished by the contractor and his surety guaranteeing the com- plete and faithful performance of all of the obligations and conditions placed upon th- contractor by the contract. GC-01 "Plans" - The :.aps, plans, and drawings as listed and referred to in the "Contract Documents" together with any additional maps, plans, or drawings furnished by the contractor if and when they are approved by the engineer; also any supplemental drawings furnished by the engineer to the contractor and also all approved shop drawings submitted by the contractor and approved by the engineer, aa] as provided elsewhere in these specifica- tions or other contract documents. "Proposal" - The written proposal of the bidder on the form furnished for the work contemplated and which is required to be signed by the bidder. "Proposal Guaranty" - The security to he furnished by the bidder as a guaranty of good faith to enter into a contract for the work contem- plated if it be awarded to him. "Right of Warr" - The area provided by the owner for ude in con- structing the work covered by the contract, including the ap %urtenances thereto. The right of way so designated may be either temporary or permanent. "Specifications" - The directions, requirements, explanations, terms and --)rovisions pertaining to the various features of the work to be done, the n annex anti method of performance, and the manner and method of measurement and payment. The specifications include such directions, requiremen s and explanations as appear on the plans. "Su;-contractor" - Any individual, firm or corporation aci.ing for or in behalf of the contractor in the execution of all or any part of the con- tract. This does not include triose working for hire or suppliers of material or equipment except that production of materials or supplies at the project site shall be deemed as being produced by a subcontractor where such is not produced by the contractor's own forces and equipment "Supplem,ental Agreement" - Any written agreement or under- standing entered into between the contractor and the owner to supplement or clarify, or alter the plans, spec ifications or contract, or to otherwise provide for unforeseen work, contingencies, alterations in pians, and other matters not contemplated by or adequately provided for in the plans and specifications. "Surety" - The Company or Association which is bound with and for the contractor, for the acceptable performance of the contract, and for his payment of all obligations arising out of the coni.ract. Where applying to the "Proposal Guaranty' , it refers to the Company or Associa- tion which engages to 'ie responsible for the bidder's execution of a satis- factory contract when and if his bid is accepted by the owner. "Work" - Work shall be understood to mean the furnishing of a.l' labor, materials, equipment and other incidentals necessary or conven- ient to the successful completion of the project or the portion of the proj- ect involved and the carrying out of all the duties and obligations imposed by the contract. GC-02 "Written Notice" - A written communication delivered in person to the individual or to a member of a firm or to an officer of the corpora- tion for whom it is intended, or if delivered or sent by mail to the last business aJdress known to the one who gives the notice, It shall be the duty of each party to adviee the other parties to the contract as to any change in Luarness address until completion of the contract. "Act of God" - Means an earthquake, flood, cyclone or other cataclysmic phenomenon of nature. Rain, wind, flood or other natural phenomenon (including earthquakes, cyclones, etc. ) of recorded intensity for the locality of the work shall. not be construed as an Act of God and no reparation shall be made to the contractor for damages to the work result- ing therefrom. GC-02 PROPOSAL REQUIREMENTS AND CONDITIONS 3. Z 1 inclusion of Proposal in Contract The requirements and conditions of the proposal are hereby made part of this contract. GC-03 AWARD AND LXECUT1ON OF CONTRACT 3. 3 1 Time Reserved for Award of Contract and Preparation of Contract I)ocurnents The time of completion of the work contemplated by this contract shall not be vitiated by the fact that there will, of necessity, be a certain period of elapsed tirne between the date of receiving bids and the signing of the written instruments by al.l parties thereto. In specifying the dates for completion, it has teen assumed that a period of not more than forty-five (45) days will elapse between the receiving of the bids and the submission to the contractor of the written contract for his execution. If the above period exceeds this amount, the bidder will be relea Sed from his proposal bond unless by written notice to the owner the contractor has granted the owner an extension of time for the official award of the contract. 3. 3. Z Contractor to Fui,,ish Bond The contractor shall within ten (10) days from the date of notifi- cation by the owner that the contract is ready for signature and before com- moncing work thereunder, furnish to the o—ner and maintain in force during the continuance of this contract a bond satisfactory to the owner and with such surety or sureties as the owner may approve. The bond shall be in the null amount of the contract price and shall. bE for the faithful performance of this contract in all respects, including but not limited to payments for materials, labor, etc, , and no contract shall be binding until the said bond is furnished and approved by the owner. If said bond is not so furnished Iwithin the ten days herein specified, the contract may be immediately ter- minated by the owner without any notice to the contractor. No work may be s commenced until the bend has been approved by the owner. � 1 GC-U3 3. 3. 3 Estimates of Quantities_ Approximate Only It is expressly agreed that the quantities shown in the proposal form, whether for a "Un,t Price Contract'' or in co..nection with a "Lump Sum Con- tract", given under the heading "Schedule of Contract Prices" are approxi- mate only and are not to be taken to be either representations or warranties. The owner does not expressly nor by implication agree that the actual amount of work will correspond therewith, and reserves the right to increase or decrease the amount of any class or portion of the work as may be deemed necessary or expedient by the engineer, without extra or special compensa- tion to the contractor except as may be provided elsewhere in these specifi- cations. 3. 3. 4 Examination of Plans, Specifications, and Site of Work It is understood that the contractor, before signing the contract, has made a. careful examination of the plans, specifications, and cr-tract; that he has fully informed himself as to the quality and quantity of materials and the character of the work required; and that he has made a. careful exam- ination of the location and condition of the work and the sources of supply for any and all materials. The owner will in no case be responsible for any loss or for unanticipated costs that may be suffered by the contractor as a result of conditions pertaining to the work. 3. 3. 5 Amount of Contract The amount of the contract shall. be. understood to be the total sum of the amounts computed from the approximate quantities and unit prices or the lump sum as given in the proposal form. Where prices are given on alternate items, only the amounts of the alternates accepted by the owner ma Lll be incluued in the total. 3. 3. 6 Execution of Contract Within ten (1 0) days after receiving from the owner properly pre- pared contract documents, the successful bidder shall sign the contract. GC-C4 Sr.0_11i, OF' WORK 3. 4. 1 Intent of the Plans and Specifications The true intent of the plans and specifications is to provide for the execution and completion in every detail of the project or work des- cribed in the special provisions and contract. Except as otherwise specifically provided, the contractor sh,a.11 furnish all labor, tools, im- plements, machinery, supplies, materials, and incidentals. and shall GC-04 ' do all things necessary to perform and to complete, according to the speci- fications and plans, the work to be done under the contract. This shall be understood to include, in addition to the work specifically called for in the plans and specifications, the performance of such extra, additional, and incidental. work as may appear in the sole judgement of the owner to be nec- essary for the completion of the work contemplated in a substantial, work- manlike, and otherwise satisfactory manner. ' 3. 4, 2 Increased or Decreased Quantities The right is reserved by the owner, without impairing the contract to make such increases and decreases in the quantities of the work as may 1 be considered necessary to complete fully and satisfactorily the work in- cluded in the contract. The contractor shall have no claim for damages or for anticipated profits on account of any portion of the work that may be ' omitted, provided such omission shall not thereby reduce the amount of the contract by more than tcn per cent (100) provided, however, that the owner ' shall have the privilege of deleting any item or items of any schedule in its entirety and said ten per cent of permissible Leduction then shall apply only to the aggregate contract price for the remaining items. Deletion of entire items generally shall be made when the contract is execated but in case the contractor shall have performed some work on account of any item which is subsequently deleted, he shall be paid therefor on the basis of extra work. I3. 4. 3 Alterations in Details of Construction I The engineer, during the progress of the work, may alter any of the details of construction as may be found expedient or suitable; such al- terations shall not invalidate the contract nor release the surety, and the contractor agrees to accept and execute the work as altered the same as if it had been a part of the original contract. The compensation to the con- tractor in such cases shall be determined as specified for Additional Work should additional requirements be made of the contractor or by negotiation if the work is reduced 3. 4. 4 Extra Work Upon the written order of the engineer, the contractor shall per- form such additional or extra work that may or may not be included under or covered by contract prices, as may be ,necessary for the satisfactory completion of the project. If the work is of a kind for which a specification I is given herein, it shall be performed in accordance with that specification subject to Euch supplemental or additional specifications, plans and instruc- tions as the engineer may issue. If the work is of a kind not covered by a i specification given herein it shall be performed in accordance with accepted p .-ac tice for the class of work intended and in accordance with such plans �.s may be issued by the engineer. GG-05 The owner shall have the option of paying for additional or extra work at the stipulated unit prices or stipulated lump sum prices given in the proposal form or on a force account or cost plus basis described in Article 3. 9. 6 of these specifications. Payment for extra work will be made onl,r when the work involved has been authorized by the engineer, in writing prier to performance of the work. 3. 4. - Protection of Work During Suspension If it should become necessary, because of the lateness of the season or any other reason to stop the work, then the contractor shall open proper drainage ditches; erect temporary structured where necessary; prepare the work so there will be minimum interference with traffic, if the work is on a public right of way; and take every precaution to prevent any damage or un- reasonable deterioration of the work during the time the work is cl^sed. If upon reopening the work, it is found that any such damages or deterioration has occurred, due to the lack of said precautions then, and in that event, the contractor shall correct all such conditions at his own expense. 3. 4. 6 Final Trimming of Work The work to be done under the contract shall include such repair work as may be necessary to overcome such deterioration as may occur on some portions of the work while other portions of the work are being per- formed. The project shall be in a neatly trimmed and well-finished condition throughout at the time of completion and acceptance. 3, 4. 7 Final Cleaning Up Upon completion of the work and before acceptance and final pay- ment shall be made, the contractor shall .lean up the right of way and all proper ies on which he has operated in the construction of the project, in- cluding removing or burning all discarded materials, rubbish and debris. He shall tear down, remove or burn all construction plant structures erected by or for him, or by or for his subcontractors or employees on the right of way or on property controlled by the owner. He shall do all things necessary to put the whole of the right of way and such other property controlled by the owner as he may occupy in a neat, clean and orderly condition. 3. 4. 8 Removal of Contractor's Equipment and Materials It is understood and agreed that the contractor is to promptly re- move from the project right of way and other property owned or controlled by the owner, all equipment and material that he places thereon that is not to become the property of the owner. It is further understood and agreed GC-06 w that any such equipment and material of all kinds that is not removed, as herein provided, within thirty (30) days after the date Ripon which all other work to be done under the contract is completed, or within such longer time as may be agreed upon in writing between the contractor and the engineer, shall become the property of the owner and may be used or otherwise dis- posed of by the owner without obligation to the contractor or to any party to whom he may transfer title. Nothing in the above clause shall be construed as relieving the contractor from his obligation to clean up the right of way and the sites of his operations and to remove and dispose of debris, waste materials, etc. , in accord with other provisions of the contract. GC-05 CONTROL OF THE WORK 3. 5. 1 Authority of the Engineer To prevent misunderstandings, disputes and litigation it is ex- pressly understood and hereby agreed to by all of the parties to the contract, including the surety, that the engineer shall, in all cases, determine any and all questions which may arise concerning the quality, quantity and acceptability of materials furnished and work performed; the manner and rate of progress of the performance of all work; the interpretation of plans and specifications; and the amounts and classifications of the several kinds of work and materials; and his estimates and decisions in these matters shall be final, binding, and conclusive upon all parties to the contract. The engineer shall be the owner's representative during the con- struction period and shall observe the work in -process on behalf of the owner; that said work will not be considered completed until approved by the engineer and accepted by the owner; that the contractor shall at all times carry out and fulfill the instructions and directions of the engineer in so far as the work to be performed under the contract is concerned; and that in the event the contractor fails to carry out and fulfill such instructions and directions, the owner may refuse to make any partial or final payments to the contractor so long as such instructions and directions are not complied with. In case of the termination of the employment of the engineer, the owner shall appoint a capable and reputable professional engineer whose status under the contract shall be that of the former engineer. 3. 5. 2 Deviation from the Plans No deviation from the plans or the approved working and/or shop drawings is permissible except on written order of the engineer. 3. S. 3 Interprets.tion of Contract, Specifications and Plans In cases of conflict in the requirements and provisions as set out by the contract, the specifications, or the plans, such conflict shall be reconciled by the acceptance of the following ozder of precedence for the GC-07 various contract documents; (1 ) the contract document bearing the signature of the owner and the contractor; (2) tl:e written proposal of the contractor; (3) the plans, including notes written thereon; and (4) Parts I, II, III, and IV of the specifications. In general, Parts 1 and IV shall take precedence over those of Parts 11 and III in case there should be conflict between them, The apparent silence of the specifications and plans as to any detail or the apparent omission from them of a detailed description concern- ing any point, shall. be regarded as meaning that only the best general prac- tice is to prevail and that on;y material and workmanship of first quality are to be u,.ed. The contractor shail take no advantage of any errors or omissions in the specifications and plans or of any discrepancies n or between same; but where such errors, omissions or discrepancies occur, he will. be gov- erned by the apparent intent of the specifications and plans and by orders of the engineer, Work performed by the contractor &s a result of an error or omission in the plans and specifications when such error or omission is not called to the attention of the engineer shall be at the contractor's risk. 3, 5, 4 Plans and Working Drawings The contractor wit, be s,ipplied with six sets of specifications and the prints of the drawings prepared by the engineer showing the project in detail. The contractor. may 3btain any additional prints required from the engineer by c—nensating the engineer for the cost of printing involved, Figured dimensions on the drawings will be used in preference to scaling the drawings. Where the work of the contractor is affected by finish dimension, these eha.11 be determined by the contractor at the site, and he shall assume responsibility therefor. General drawings, showing such details as are necessary to give a comprehensive idea of the construction contemplated will be included in the plans; but the contractor shall submit to the engineer for approval such additional shop details, settings, schedules and such other working drawings as may be required for the construction of any part of the work, and prior to the approval of such plans any work done or material ordered shall be at the contractor's i isk. All shop or working drawings shall be made in such manner that clear and legible blueprint copies can be made from them. Any drawings submitted for ipproval which are, in the engineer s opinion, eareltssly prepared, erroneous or unchecked, will be returned to the contractor for redrawing and checking, and after such redrawing and checking shall be resubmitted to the engineer. GC-08 All drawings submitted to the engineer for approval shall be one of the following sizes: 8 1 /2 x 11 inches, 11 x 17 inches, or 22 x 36 inches. Shop drawings for structural steel it.erns, structures or miscellane- ous iron items shall. consist of shop details, erection and other working plans showing dimensions, sizes of material, lists of field rivets and bolts, details and other information necessary for the complete fabrication and erection of all such metal. work. Shop drawings for mechanical equipment and other structures or equipment shall consist of such detailed plans as may be reasonably re- quired for the successful prosecution of the work and which are not included in the plans furnished by the engineer. These may include plans for false- work, bracing, centering and form work, masonry lay-out diagrams, bending diagrams for metal reinforcement, shop details for precast concrete items, and installation drawings or instructions. It is expressly understood that the approval. by the engineer of work- ing drawings or shop drawings submitted by the contractor or his agents will not relieve the contractor from responsibility for errors in details, dimensions, or quantity or strength of such materials. Material improp- erly fabricated shall be replaced or modified at the contractor's expense. The contractor shall submit with such promptness as to cause no delay in his own work or in that of any ether contractor, not less than two copies, checked and approved by him, of all shop o.: setting drawings and schedules required for the work of the various trades. The engineer shall check and approve, with reasonable promptness, such schedules and drawings only for conformance with the design concept of the project and compliance with the information given in the contract documents mak- ing desired corrections, including all necessary corrections relating to effects on design. The, contractor shall make any corrections required by the engineer, file with him not less than six corrected copies, one of which if requested shall be a reproducible transparency, and furnish such addi- tional copies as needed should 'ie wish more than one approved copy returned for his use. The engineers al provaI of su h drawings or schedules shall not relieve the contractor from responsibility for deviations from drawings or specifications, unless lie hda in writing called the engineer's attention to such deviations at the time of submission and secured the engineer's written approval, nor shail it relieve him from responsibility for errors of any sort in shop drawings or schedules. The contract bid prices shall include the cost of furnishing all shop and installation drawings and the contractor will be allowed no extra compensation for such drawings. The contractor shall keep one copy of all drawings (including ap- proved shop drawings) and specifications on the work, in good order, avail- able to f ne engineer and to his representatives. GC-09 3 5 5 Quality of Equipment and Materials in order to establish standards of quality, the engineer may have, in the detailed specifications referred to certain products by name and catalog number. This procedure is not to be construed as eliminating from competi- tion other products of equal or better quality by other manufacturers. The words "approved equal" shall be considered following all such listings regard- less of whether or not they so appear. The contractor shall furnish to the engineer the complete list of pro- posed desired substitutions in sufficient time prior to their use to give the engi- neer adequate time for his review, together with such engineering and catalog data as the engineer may require. Failure on the part of the contractor to supply data to the engineer prior to ordering or using such alternate material or equipment will not relieve the contractor of furnishing acceptable material or equipment as required by the engineer. The contractor shall abide by the engineer s judgement when pro- posed substitute materials or items of equipment are judged to be unaccept- able and shall furnish the specified material or item of equipment in such case. A1.1 proposals for substitutions shall be submitted in writing by the con- tractor and not by individual trades or material suppliers. The engineer will approve or disapprove proposed substitutions in writing within a reasonable time No substitute materials shall be used unless approved in writing. 3. 5. 6 Specifications by Standard Designations Whenever practicable, specifications will be made herein by desig- nating certain p•ablished "standards" of recognized organizations. Abbrevia- tions "A. S T. M. " will be used to indica o the American Society for Testing Materials and this will be fo:lowed by the officially published designation number for the ;articular specification to which the reference applies. Other standards will be indicated by the full name of the sponsoring organization or by clearly recognized abbreviations. In all cases it shall be understood that such references mean the designated specifications or the latest revision thereof. All material, equipment and devices not specifically covered by such "standards" as indicated above, these specifications, by the plans or by addenda shall be subject to the approval of the engineer to determine the suit- ability for the service intended. 3. 5. 7 Equipment Approval Data Tice contractor shall furnish two copies of complete catalog data for the manufactured items of egtiipment and all components to be used in the work, including specific performance data, material description, rating, capacity, working pressure, material gage or thickness, brand name, cata- log number and general type as requested by the engineer. GC-10 This subm.ssicr, shall be compiled by the contractor and approved by the engineer before any of the equipment is ordered. Each data sheet or catalog in the submission shall be indexed accord- ing to specification section and paragraph for easy reference. After written approval, this submission shall become a part of tLe contract, and may not be deviated from except upon written approval of the engineer. Catalog data for Equipment approved by the engineer shall not in any case supersede the contrast documents. The approval of the engineer shall not relieve the contractor• from responsibility for deviations from drawings or specifications, unless he has in writing called the engineer's attention to such deviations at the time of submission and secured the engineer's written approval, nor shall it relieve him from responsibility for errors of any sort in the items submitted. The contra:.tor shall check and approve the work described oy the catalog data with the contract docu- ments for deviations and errors prior to submission to the engineer for approval. It shall be the responsibility of the contractor to insure that items to be furnished fit the space available. He shall make necessary field meas- urements, including those for connections, and shall order such sizes and shapes of equipment that the final installation shall suit the true intent and meaning of the drawings and specifications. Where equipment requiring different arrangement of connections from those shown is approved, it shall be the responsibility of the contractor to install the equipment to operate properly, and in harmony with the intent of the drawings and specifications, and to make all changes in the work re- quired by the different arrangement of connections. Upon approval of the equipment by the engineer the contractor shall furnish six copies of catalog data of all process equipment or components thereof together with operating and maintenance instructions. 3. 5. 8 Cooperation with Other Contractors The contractor shall conduct his operations so as to interfere as little as possible with those of other contractors or subcontractors on or gear the work. It is expressly understood that the owner has the right and may award other contracts in connection with the work so long as it does not interfere with the work under this contract. Where one contractor's operations are within the limits or adjoin the operations of another contractor, each shall be responsible to the other for any damage, injury, loss, or expense which may be suffered on account of interference of operations, neglect or failure to finish work at the proper time, or of any other cause. CC-11 win 3. 5, 9 Contractor to Have Representative on Work The contractor shall at all times have a competent superintendent or foreman who shall be acceptable to the engineer and capable of reading and thoroughly understanding the plans and specifications as lis agent on. the work, who shall have authority to receive instructions from she engineer or his authorized representatives The superintendent or foreman shall have full authority to execute the orders or directions of the engineer without delay and to supply promptly such materials, tools, plant, equipment, and labor as may be required, regardless of whether or not the work is to be performed by the contractor's own forces or, those of a subcontractor. The fact that an approved subcontractor is performing any portion of the work shall not relieve the contractor of this requirement. 3. 5. 10 information Regarding Work The contractor shall furnish the engineer every reasonable facility necessary for obtaining such information as he may desire respecting the nature akid quality of the materials used or to be used and the progress and manner of the work. The engineer shall be allowed access at all times to the gooks and records of the contractor, and the contractor shall furnish hirn all data nec- essary for the determination of the actual cost of all or any part of the work. 3. 5. 11 Notice to Contractors Any written notice to the contractor which may he required by law or by the provisions of the specifications may be served on said contractor or his representative, either personally or by mailing to the address given in the contract or by leaving the same at said address, 3. 5. 1Z Notice by Contractot s Wherever in the specifications the contractor is required to notify the engineer concerning the progress of the work, or concerning any com- plaint which he may have to make, or for any other reason, it shall b, under- stood that such notification is to be made in writing, delivered to the engineer or his representative in person, or mailed to the office of the engineer at the address given in the official "Notice to Contractors". 3. 5. 1 3 Surveys Liner and grades for buil,lings and all structures and appurtenant facilities including sewers and pressure lines shall be established by the contractor from bench marks and base lines c stablished by the engineer. The contractor shall develop and make all detail surveys necessary for construction, including the setting of batter boards or other construction guides from the marks given by the engineer. GC_12 The contractor shall furnish suitable stakes and other markers to be placed as guides for all construction work and the cost thereof shall be included in the contract price or prices for various units of the project. The engineer will notify the contractor of the number, size, and quality of stakes he may require from time to time for the establishment of base lines and bench marks. In general such stakes shall be furnished from a source where their accurate and uniform cutting is a regular business. Stakes shall be stored as the engineer may . quest. 3. 5. 14 Authority and Duties of Inspectors Inspectors shall be authorized to inspect all work done and all materials furnished. Such inspection may extend to all or any part of the work and to the preparation, fabrication, or manufacture of the materials to be used It is the duty of the inspector to report to the engineer as to the progress of the work and the manner in which it is being performed, also to report whenever it appears that the material furnished or the work performed by the contractor fails to fulfill the requirements of the plans and specifica- tions, and to call to the attention of the contractor any such failure. In case of any dispute arising between the contractor and the in- spector as to materials furnished or manner of performing the work, the inspector shall have authority to reject materials or suspend the work until the question at issue can be referred to and decided by the eneineer. The inspector is not authorized to revoke, alter, enlarge, relax or release any requirements of the plans and specificat-ons, nor to approve or accept any portion of the work, nor to issue instructions contrary to the plans and speci- fications. The perforrnance of work. under inspection shall in no way relieve the contractor from his obligation to perform the same in strict accordance with the requirements of the specifications nor from his responsibility in case work is not so performed. 3. 5. 15 Inspection The engineer or his representatives shall be allowed access to all parts of the work at all times and shall be furnished with every reasonable facility for ascertaining whether or not the work as performed is in accord- ance with the requirements and intent of the plans and specifications. The contractor shall cut and replace with new materials, at his own expense, such samples as are customarily required for testing purposes. If the en- gineer requests it, the contractor shall, at any time before acceptance of the work, remove or uncover such portions of the finished work as may be dire,-.ted. After examination, the contractor shall restore said portions of the work to the standard required by tl.c, specifications. Should the .vork GC 13 thus exposed or examined prove acceptable, the uncovering or removing, and the replacing of the covering or the making good of the parts removed, shall be paid for as "extra work", but should the work so exposed or examined prove unacceptable, the uncovering or removing, and replacing of the covering and the making good of the parts removed, shall be at the contractor's expense. 3. 5. 1.6 Unauthor- ped and Defective Work Any defective work, whether the result of pour workmanship, use of defective materials, damage through carelessness, or of any other cause, found to exist prior to acceptance of or final payment for the work, shall be removed immediately and replaced by work and materia.z which shall con- form to the specifications, or shall be remedied otherwise in an acceptable manner authorized by the engineer These provisions shall have full effect regardless of the fact that the defective work may have been done or the defective materials used with the full knowledge of the inspector. The fact that the inspector in charge may have previously overlooked such defective work shall not constitute an acceptance of any part of it. Work done contrary to or regardless of the instructions of the engineer, work done beyond the lines shown on the plans or as given, except as herein provided, or any extra work done without authority, will be consid- ered as unauthorized and will not be paid for by the owner. Work so done may be ordered removed or replaced at the contractor's expense. 3. 5. 17 Disputed Claims In any case where thc: contractor deems extra compensation is due him for work or materials not clearly covered in the contract or not ordered by the engineer as an extra as defined herein, the contractor shall in writing notify the engineer of his intention to make claim for such cum- pensation before he begins the work on which lie bases the claim. If such notification is not given or the engineer is not afforded proper facilities by the contractor for keeping strict account of actual cost, then the contractor hereby agrees to waive the claim for extra compensation, Such notice by the contractor and the fact that the engineer has kept account of the cost as aforesaid, shall not in any way be construed as proving the validity of the claim. In case the claim is found to be just, it shall be allowed and paid for under a supplemental agreement to be entered into between the parties to the contract. GC-14 I � ' 41, i ' � I -� (7 m p1� 1 L,1 �`---., in t / rJ ,(� (n �I zP/ v u E -- --- / R Tj �•J � __ _ _. _ _ ______...._._ `v\� _. _...._.__ . . . E1�2 ? r 'W Line ----- to """-----•_._�l U ���.i...���.s.....................�..... J _ ��.. O AVER4Gf� 10' EASEMEN-T� N41° 35'W N41. 13' W 8"A�". PIPE _._ "�'=;.�" �� .,,`. j O (p O a � CUT 34 ± AV ERAG1= CUT = 4 - A. _ 5 t — _ ----- - -----_-----1— 3'-0- MIN. COVER O A, "to AVERAGE' CUT = 42 ± -� fir• PU�,�U r .,�. P� AP \ AP i S I a` ry iLL _______ ..__ __... ___ _ __._-- ...._...._�__..___ ... - __� ._. ._.... __ ___�_-- __.__......._. . .._. ... ....._ __. _......_.._. ..._...._.. .. ,....._.. . ...._.._... ...... _.. -__ _. _ , ,._.__.__ ._... ,--__.. _ �.. -._,..._._,.�...._�......._—......._.,.._......................,._..._...__,_...................... .....,. _.-......r..___..,_... ..�_...._..___ _. ,__._ _ ._.._.____ .._r.____ ___ _ � _ _...__.._____..._.___.. I m � o u 1 c -------__-._ _._.._ _ _._ _..- . _ ._ _ _ ._ ___. .._ _. _--__ .�._ .. _ ....__.. ... .. ...__ . _ _ _-- _ _ __. ul O _. _ _._ .. . .. _ ___ _._.-_._. __ __ _.—___.. __.____.� _ _ ...__. _...__._.__.. _ ___ _ --..� --_---_-_• _ _ -.- -- -.__. ____ _ __. _- -_.. _ r N : I E 152 S�� Exl st 1 r• . E.fZ.rZR W Line �-• �_�����.+�+��w ww.�r w�� -.w�.w.��i�w�. ����w�i���vis �w rw���rww�sew�����r����r�J'•��w��w��. r�r w�r_�w���w��������a�a�������������.�.�.�.��.i.�.�. w�i..�r�w���..�.�n..�r.���� w��s.�.�■�rir��jir._ Q N43^4 N41' 135' W 8"A.C. PIPE j 10' EA E M t.A1T I.E. 15 I.0 N 4 I' 3 5' W $'�/��_ PIPE N 4 t 35 W u� `� \ 4 00 0 Pasfureo w a Ra s}ure > Z I j �Q-4 I I -r J W 0 r I i 0! D: O xe ? N Ta 1 _ _ --.____ ._____.__._._.--__-•___. __ _. . . .... _.___.__.__ ...__w _ _ _ _ ___.. _ .. _.-.__. ._- _._. .._ __ . _ __ ._ ._.. _w.__._._.__..— ......_..._.____..____..._._._ __--•--......._._.........___.._._.........-._..._.._...... ... ...... .. . _.... _ EXISTING � —� �. �PUMa_1N�G._��TAT 4N N0.2_ _ . . ._ . _. ._... ._ .... .. ... .. ._._.. ....._ ... ...__.. ._--.._._--_.__.._. —I I`. --4- SF_E_ PLOT PLLf S 5 t..r2V I E POLE . NO. 1 ~ R= 30 in ® I I R W t►ne m EXIyBUTZ $"G.1• FOQCE tv1A1N � Exlstln� O-E _--_�_- _�MR -- �- Q 3T. SEWER _. �♦ +® 'r' - �. N 4 3° 24'W . -. i O E xIs} 1n 20' Force Mo1r; Eos'rnt.� $ —� v N 43° 44'w r \o - EXIST. = 8' c.,.1 . F'r ca � _ -- -_ -_-- -- - --- -- .� c',. PIPE. � R 300 \10 �,•� c Li;,.F4, 8"C. I . Pip?. P .0 o 10' EASEMENT O EXIStInq 15' Force. Maim E.�s'mt. O,�L�l Q O fes-- + '4 v) Scattered Brush Pclstur r? NOT E; FORCE MAIN TO HAVE 3' -0" MIW1M( iv`► COVER EXCEPT WHERE GREATEf_ DEPTH IS )NDICATED. j SHEET P APPROVED 1 1 CITY OF T I G A R D OREGON t� � LINE MOVED IN FIELDS f�20PLrLTY TO 8 O1 -- —� -- `r 8 PUMPING NG 'TA_ NO. 2 RE LOc DRAWN L.EAE. SGALE 1"• g0' l�AiF - i � k INC. e� q PLAN Mdi nLTEp _ ,k,y, - PURTL4ND, OREGON SEATTLE, WASHINGTON INDUSTRIAL PARK SEWERAGE 6 R E V 1 S 1 O N 8Y CHECKf D G. rZ, to. FILE 4a 3- p ' 7.('1• ( Coal I I NDUSTF'I HI F''Ell 'I SEWEF' OF 15 -oboe" ball' s Oupi �� �., X11 Illi I1111111�IIrIFIIiFlil�jill+ I�'Illtllllllllllrlt'I�llll li 'tf 111�11rlll�lII1111 IIIIIIII11111IIIIIIIItIIl1111t1�1111111lIII,Ill I1Ill 111l1Jill III1111r11lt111111I111I111l1t11111 I 1 2 4 5 6 7 8 9 !IO I I 12 NOTE: IF THIS MICROFILMED -— DRAWING IS LESS CLEAR THAN ---_� THIS NOTIC'.6=`1T IS DUE TO �- __of QUALI fQUALITY OF THE ORIGINAL ..r.__ RAWING. OE 6Z 92 LZ 9Z SZ t►Z EZ ZZ 18 OZ 61 91 LI 91 SI t,1 EI Z1 II 01 S 9 L 9 9 1p fl.--- c' I'-«-•-i"' . � ,��.. �►tl1111111111lI11111111l11u11111lu111111j�1ullllulllN11u11111Ib1F1llIN1IMlllulll#IufnIIIIIItfnrlln1111u111u111N11111IiN1 INIINnInufNithll11r11tI1I11fuuIIrHIHM�uu11u1II11lIIIIlIII11I)llhHdl�lllrlU�lllllll!!lIIIIIIIIlIlU111W�1111 _ JUNE 1. 9 92 '. -..._--'. _ _._,..,,.,_,_,. _._„___.._""" „-,,,,,-+�Iwl/�•- _ 9� I • 7 .aC l U Q DIC 155 �-_--_ _ > _ �-• a- (j cv + --- — --___ -- - 4 155 -� 4 ,.� Y } In p,, JJn Ud 0 C }- + w U) a 150 Q } O E' I Hyl O i i ._.,,,•,,. . .___- I C07I N J 145 n a <� `�' + 'a �► + N' w I m 140 I- � .P. - C9 OPG 8 - _ - - - -- 350' ►O" C.:.P. 1;= 0.0 . - - - - — - - Alc:40I (,.:� 14 r S G.`3• 367` IU" F' 1 69 - to CL. 240a _ O2 _ 0 40 U Soso I. E. 139.35 1.E, 140.38 � 1. E . 138.37 135 O i 35 Imo, 10" C 5•P S = 0.01 L E. ►I,r�. 30 cOv _ __---- _ _ C —__ - ____------ _. __._---- M �--- 8' S7UB0U7(S0U-rH)' 1.E_ 133.50 140 L.P. 16"ST. CASING 130 I . E. 131. 2p t=1/4" ASPHALT DIPPED L 130 0 I.E. 130.71 1 2 3 4 5 6 —� 7 8 g 10 11 12, TO SE IW-7ALLEU FROM OWL PENDONLYW. BONiTk ROAD ISEAL ENDS W�CONCRC�'E I 1 r 6 G cJ d + i I w cv 155 ---- 1 to iij I w -, J 150 j ori •4.8 145 10 15h to " �• 14 ' I 4.00' 10„ C. -P. S=0.00"8 _ L— -- __– ---r-- 140 ' I.E . 141.5 0 _ _._._..._ . _._ _ .___..-. - - _._.._ -- -- ---- - __ t_._ .. - 140 I.E. 14.0.38 i . I ► -8= I. F-1 O.B 13 5 �T 13 14 15 16 I7 18 113 S. W. 72 nd . AVENUE PROFILE SCALE= 1 = 5VERTICA.1_ " = 50' NORI ZONTA L i i i i i i FAM �� r 1 1oEsl°"E° `' 1z "'' _ �° _ CITY OF 'fIGAR OR SHEET DRAWN L.E. E. . __ SHOWN . D.'. 8 6 1 t INC. O� E F. ON 3 — - _ _r _. ._._ _.. EMU—- __— _ _ PROFILE O F I L E 9 10•z s �5 1 REt..c�cAT E o >�u STA. 19 +•46, EX"'� eU �►N E �� - ---.----.._ --- - - DATE I NO. R E V 1 S 1 0 N—' — �Y— CHECKED ^j,R,M, flf J " V 14 - PORTLAND, OREGON SEA 1 T l f, WASHINGTON INDUSTRIAL PARK SEWERAGE G ..' I IiCil_J :;.1_�IAL. F,F+ph:: SEWER q. ... . ----- I "."vow. +..,..,-"•sJIM'�IMP w....-_ �,.�•-•---�: - - -' 111111110 - 11�����`IrJ�ll 1 11111�ll111711f'FIII�I�il lllllltalll h� r'� rid I �Ill�tlll7 Jill-1 ) III�II1IIIIIf11Il11ltIIIIItI1111111��111�1�{�I� �It{�I�IiI�{�ji 11l��lrlr111�1�1�1�111�1�1�{SII : - _ _ ._ _ I _-- 2 3 _ 4 5 8 7 8 9 10 11 12 I NOTE: IF THIS MICROFILMED .—. --- - -. — DRAWING IS LESS CLEAR THAN THIS NOTICJ 1-IT IS WJE TO �,.►� QUALITY OF THE ORIGINAL µ��,.• °' DRAWING. -OE 62 9t tt 9? SZ fZ EZ ZZ IZ 08 61 81 L1 91 91 b1 II UI 6 9 L 9 S ` ti E 2 '" 1 1 I - I I :::I!�!��111111111�I11111--•I•-J�► 1•-- - ��11111111uu111n1�1ulunln)11111{111 ,1111IIIIt�l111{ullblub�Nl�luln���11N�11111111�1f111�flnitllihl�lt►11111utINllllulllnl{I11�1i111tu►�nc��tlfllnullnl�lutlultlnllln11�11n�: 1Jll�uluuVlulllll�tlllllulluf�ff11111) � .:,. JUN 30 1992 .. :.e.6,;ZA!p��R�!,n•.+—. ;��p.. ._r..._-v.�.�►.-r-•�.,�....�..r w.—ter m;�. .. iT.- ... _ � _.._. ._..._ 3. 5. 18 Final. Inspection Unless otherwise provided, the engineer shall make final inspection of the work included in the contract within a reasonable time after written notification by the contractor or his superintendent that the work is completed. If, after inspection, the work is not approved by the engineer, he shall advise the contractor as to the particular defects to be remedied before final ap- proval and recommendation to the owner for acceptance can be made. GC-06 CONTROL OF MATERIALS 3. 6. 1 Materials to be Approved Before Use Only materials conforming with the specified requirements and approved by the engineer shall be u id in the work. Before the deli !ery of any material to be used in the work is com- menced, the contractor shall have advised the engineer as to the source from which the material is to be obtained, shall have furnished such samples as may be required for testing purposes, and shall have received :he engineer's approval of the use of that particular material. The approval of any source of supply by the engineer will not imply that all material from that source will be approved, and should material, from an aper—red source fail to maintain a quality meeting the requirements of the specifications, use of material from that source shall be discontinued, and the contractor shall furnish approved materia' from other sources. Regardless of the source, any material deliv- ered upon the work which fails to meet the requirements will be rejected, and only material meeting all requirements will be allowed to be incorporated in the work. Any material or item incorporated in the work which does not meet requirements of the contract documents, even though it be installed with the consent and/or in the presence of an inspector, shall be removed and approved material shall be used in its place and all costs for removal and installation of approved material shall be at the contractor's expenra. Material which after approval has, for any reason, become un- suitable for use, shall be rejected and not used. 3. 6. 2 Tests of Materials All tests of materials shall be made in accordance with approved methods as described and designated in the specifications. When tests of materials are required, such tests shall be made by a testing laboratory approved by the engineer and at the expense of the contractor. The contractor shall afford such facilities as may be required for collecting and forwarding samples and shall hold the materials represented by the samples until tests have been made and the materials .nd equal to the requirements of the specifications or to approved samples. The contractor in all cases shall furnish the required samples without charge. GC-15 In the absence of any definite specification or reference to a speci- fication in the technical specifications or in the special provisior,- for the particular project invclved, it shall be understood that such materials shall meet the specifications and requirements of the American Society for Testing Materialri. Unless otherwise specified, all tests of materials shall be made in accordance with the methods prescribed by the American Society for Testing Materials. Wherever in the specficiations a particular specification of the American Society for Testing Materials is referred to by number, it shall be understood that such reference shall include all amendments and additions there,`.o adopted by such organizations prior to the award of the contract. The testing of materials shall be done i,: a laboratory, approved by the f;ngineer, and the results of the tests made therein shall be used as a basis for acceptance or rejection, in accordance with the specifications for the partic.tilar material. 3. 6. 3 Storage of Materials Materials shall be stored in such manner as to insure the preser- vation of their quality and fitness for use. When considered necessary to protect materials against dampness, or to keep them clean and free from dust, dirt or other detrimental matter, suitable sheds, platforms and covers shall be provided. Materials shall be stored in such a manner as to facili- tate inspection. 3. 6. 4 Defective Materials .All mater-,als not conforming to the requirements of the specifi- cations shall be considered as defective. No defective material, the defects of which have bei n subsequently corrected, be used until approval has been given. Upon failure on the part of the contractor to comply forthwith with any order of the engineer made under the provisions of this article, the owner shall have authority to remove and replace defective material and to deduct the cost of removal and replacement from any monies due or to become due the contractor. 3 6. 5 Ordering Materials The contractor is cautioned against placing ordeis for full y,tan- tit. as of materials until the work has advanced to a state permitting the de- termination of the exact quantities required. Estimates of quantities of materials furnished by the engineer are understood to be approximate: only, and, unless otherwise specified, the owner vile ii, ,i, way be responsible for any materials that the contractor may deliver upon the growid in excess of actual requirements. Neither will the owner be responsible for any in- creased costs or extra expense that the contractor may have to bear on account of materials or work not being ordered at some earlier date. GC-16 3. 6. 6 Materials Furrushed by the Owner Materials specifically indicated shall be furnished by the owner. The fact that the owner is to furnish material is conclusive evidence of its " acceptability for the purpose intended. and the contractor may continue to use it until otherwise directed. If the contractor discovers any defect in material furnished by the owner, he shall notify the engineer. Unless other- wise noted or specifically stated, materials furnished by the owner, which are not of local occurrence, are considered to be f. o. b. the nearest rail- road station. The contractor shall be prepared tu unload and properly pro- tect all such material from damage or loss. The contractor shall be re- sponsible for material loss or damage after receipt of material at the point of delivery. 3. 6. 7 Manufacturer's Directions Manufactured articles, material. and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned as directed w by the manufacturer unless herein specified to the contrary. 3. 6. S Guaranty Period The contractor shall warrant all materials and equipment furnished by him for a period of one year from date of acceptance of the work by the owner. This warranty shall mean prompt attention to the correction and/or complete replacement of the faulty material or equipment. GC-07 LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC 3. 7. 1 Laws to be Observed The contractor at all times shall observe and comply with all federal and state laws and local laws, ordinances, and regulations in any manner effecting the conduct of the work, and all such orders or decrees as exist at present and those w!,tch may be enacted later, of bodies or tribunals having any jurisdiction or authority over the work, and shall indemnify and save harmless the owner and the officers, employees, and agents (including the engineer) of the owner against any claim or liability arising from or based on the violation of any such laws, ordinances, regulations, orders or decrees, whether such violations be by the contractor, his subcontractors or his em- ployees. 3. 7. 2 Permits and Licenses The contractor shall procure all permits and licenses, pay all charges and fees, and give all notices necessary and incident to the due and lawful prosecution of the work. GC-17 3. 7. 3 Patented Devices, Materials, and Processes The contractor aosumes the responsibility of defending any and all suits or actions brought for the infringement of any patent claimed to be in- fringed by any material, device, plan, method or process to be incorporated in the work and/or required to be used in connection with the work to be done under the contract, including all attorney's fees and court costs, and he shall indemnify and save harmless the owner, the officers, employees, and agents (including the engineer) of the owner from all claims of and suits or actions for infringements of patents 3. 7. 4 Sanitary Provisions The contractor shall observe all rules and regulations c f the state and local health officials, and shall take such precautions as are necessary to avoid creating conditions which are not sanitary. The contractor shall provide and maintain in a neat and sanitary condition such accommodations for use of his employees as may be necessary to comply with the require- ments of public health officials, he sha.11 permit no public nuisance at any place over which he has control. 3 7. 5 Public Safety and Convenience The contractor shall at all times so conduct his work as to insure the least possible obstruction to traffic. The convenience of the general public and the protection of persons and property is of prime importance and shall be provided for by the contractor in an adequate and satisfactory man- ner. The contractor shall conduct the work with the view of causing a minimum of inconvenience to traffic on intersections and connecting streets and to persons conducting commercial enterprises or residing along the route of work. Entrances to residences, garages, service stations, business places, driveways of all kinds shall not be blocked for more than a few hours, if at all. Satisfactory means of ingress and egress for persons residing or hawing occasion to transact business along the route of the work shall be main- tained at all times. 3. 7. 6 Barricades, Warning Signs, and Flagmen The contractor shall at his expense and without further or other order provide, erect and maintain at all times during the progress or tem- porary suspension of the work suitable barricades, fences, signs, or other adequate warnings or protection, and shall provide, keep and maintain such danger lights, signals, and flagmen as may be necessary or as may be ordered by the engineer to insure the safety of the public as well as those engaged in connection with the work. All barricades and obstructions shall GC-18 w be protected at night by signal lights which chali be suitably distributed acrobs the roadway and which shall be kept burning from sunset to sunrise. Barri- cades shall be of substantial constructior and shall be suitably painted to in- crease their visibility at night. Failure of the engineer to notify the contractor to maintain barriers, lights, signals, or flagmen shall not operate to relieve the contractor from this responsibility. If, in the judgment of the engineer, flagmen are necessary for the puipose of protection and safety to traffic, such flagmen shall, on order of the engineer, be furnished at the contractor's expense. The signs to be furnished and used by the contractor in directing, controlling and safeguarding traffic shall conform with the standard sign designs in use by the state highway officials. The contractor's responsibility for the safeguarding of traffic as specified above shall cease when the work included in the contract is ac- cepted as complete. 3. 7. 7 Fences By the construction of temporary fences, or by other adequate means, the contractor shall restrain stock from leaving the lands wherein they are confined or from trespassing which would be made possible by, or which might result from, the r?moval or destruction of existing fences ,)r the carrying out of any part of the work under the contract„ The con- ' actor shall be responsible for all loss, injury or damage that may result from his failure to restrain Sock as above provided. The expense of erecting and maintaining temporary fences and for otherwise providing for the restraint of stock shall be borne by the contractor. The contractor shall use all reasonable care to avoid damaging existing fences, and he shall repair or replace at his own expense, and to the satisfaction of the owner, all fences which are in any way damaged by his operations. The tearing down and removal of cross fences and other fences occurring within the right of way lit-nits shall be considered to be a part of the clearing and grubbing work, and payment for same shall be understood to be included in the payment for clearing and grubbi-tg. 3. 7. 8 Safeguarding of Excavations The contractor shall provide such safeguards and protections around and in the vicinity of the excavations he makes as may be necessary to prevent and avoid the occurrence of damage, loss, injury and death to property and persons because of such excavations. Liability for any such GC- 19 damage, loss, injury or death shall rest with the contractor, in the cases of excavations made on the highway right of way or on lands owned or other- wise controlled by the owner, the contractor's resp-.nsibility for safeguard- ing and protecting and lois liability for damage, loss, injury or death shE.11 terminate wher. all work to be done under the cc-itract is completed and. accep' :.,d by the owner.. 3, 7. 9 Use of Explosives In the use and storage of explosives, the contractor shall use every preca,.cion to prevent injiiry te, persons and damage to property. SecuLt: ..tsrage places shall be provided and all such places shall be clearly marked with warning signs. Only persons experienced in the handling of explosives shall be allowed to use them on the work, and no shot shall be put off until warning has been sounded and all persons within the radius of danger removed, in the handling and storage of explosives, the contractor must comply with all federal, state and local laws, and the owner will in no way be responsible for any noncompliance therewith or for damages to property or injury to persons resulting from accidental or premature explosions. 3. 7. 10 Trespass The contractor will be solely responsible for any trespass upon adjacent property or injury thereto, resulting from or in connection with his operations. He will be liable for any claims that may be made on account of the deposit of debris of any kind upon private property. 3. 7. 11 Protection of Property and Persons In the performance of the work to be done under the contract, the contractor shall use every reasonable and practicable means to avoid dam- age to property, injury to persons and loss, expense, inconvenience and delay to property owners, users of streets or highways and others. He shall provide protective devices and flagmen wherever and whenever needed in affording this protection and, in the performance of the work, he shall use no means or methods which will endanger, unnecessarily, either persons or property. At points where the contractor's operations are adjacent to prop- erties of railway, telegraph, telephone and power companies, or are adja- cent to other property, damage to which might result in material expense, loss, or inconvenience, work shall not be commenced until all arrangements necessary for the protection of the interests of the owner, as well as any interest that a third party may have therain, have been made. GC-20 When explosives are used, particularly in proximity to buildings or other structures, care shall be taken to protect the surroundings from injury by the explosion. the resultant concussion or by flying rocks or debris. The quantities of explosives and the manner of their use shall be such that adjacent property will not he damaged. In case the vicinity of the work is accessible to the general public., the contractor shall, before any shots are fired, post men about the work in various directions to warn all persons of the danger existing and to prevent them approaching closer than safety will per- mit. 3. 7. 12 Restoration of Damaged Property All damage and injury to property that may be caused by or that may result from the carrying out of the work to be done under the contract, or from any act, omission or neglect of the contractor, his subcontractors, or his employees, shall promptly be made good by the contractor either by the repairing, rebuilding, or replacing of the property damaged, or in some other manner satisfactory to the owner of such property. In case of failure on the part of the contractor to promptly and satisfactorily make good such damage or injury, the owner may, without notice to the contractor, proceed to repair, rebuild. or replace such property as may be deemed necessary, and the cost thereof will be deducted from any monies due or which may be- come due the contractor under the contract. In applying the provisions above stated, the repairing, rebuilding or replacing of damaged property shall be understood to include the providing of any temporary facilities that may be needed to maintain normal service until the required repairing, rebuilding or replacing is accomplished, 3. 7. 13 Responsibility for Damages The contractor shall be responsible for all damages to property, injury to persons, and loss, expense, inconvenience, and delay that may be caused by or that may result from any act, omission, or neglect of the con- tractor, his subcontractors, or his employees in the performance of the work to be done under this contract. The contractor shall indemnify and save harmless the owner, the owner's officers, employees, and agents (including the engineer) from all claims, demands. suits or actions of every name and description brought for or on account of any damage, injury, loss, expense, inconvenience, or delay received or sustained, or claimed to be received or sustained by any person or persons. which damage, injury, loss, expense, inconvenience, or delay may have been caused by or may have resulted from the perform- ance of the work to be done under the contract, or from any act, omission, or neglect of the contractor, his subcontractors, or his employees; provided, GC-21 eiFe however that the owner shall promptly call to the attention of the contractor, any claim, demand, action or suit fled with the owner for any such injury or damage and snou'd suit or action be commenced against the owner to recover any such claim or damage, the owner shall,, before time for answer expires or before default has been entered, furnish &,e contractor and/or his surety with a copy of the complaint. it is expressly understood that, it: the event any of the hereinabove mentioned claims, demands, suits or actions are not settled or otherwise satisfactorily concluded by the contractor and a valid release t'-ereof or other suitable evidence to that effect has not been furnished to the owner, the owner may retain so much of the money as is due to the contractor, or such money as may become due to the ccn tractor, under and by virtue of this contrast as may be considered necessary by the owner. The owner may .retain such morass until such claims, domande, suits or actions have been settled gar., of�o.erwiae concluded to the satisfaction of the owner or until the interests of the owner or the persons concerned have been satisfactorily protected. The owner, the owner's offi-.e.rs, agents (including the engineer), and employees will. not in any manner be answerrAblr- or accountable for any loss or damage resulting to the said work, or any part thereof, or to any of the equipment, materials or other things used or employed in prosecuting or completing said work, during its progtess from any cause whatsoever, but all such loss or damage shall be borne by the contractor, and all work under the contract shall. by solely at his risk until it has been finally accepted by the owner, 3, 7. 14 Contractor 's Responsibility for Work Until final. acr �ptartce of the contract, the contractor shall be held responsible for any injury or damage to the work or to any part thereof by the action of the elements, oz from any cause whatsoever, and he shall make good at his own expense all injuries or damages to any portion of the work before its completion and final acceptance. 3. 7, 15 Personal Liability of Engineer In carrying out any of the provisions hereof, or in exercising any power or authority granted to him by the contract there will be no liability upon the engineei s cr their authorized assistants either personally or as agents of the owner, it being always undert-tood that in such matters they act as the agents and represent alAve@ of the owner. 3. 7. 16 No Waiver of Leat R��hts The ownar shall not be precluded or estopped by any measure- ment, estimate, or certificate made either before or after the completion and acceptance- of the work and payment therefor from showing the true GC-22 amount and character of the work performed and materials furnished by the contractor, or from showing that any such measurement, estimate, or cer- tificate is untrue or incorrectly made, or that the work or materials do not conform in fact to the contract. The owner shall not be precluded or estopped, notwithstanding any such measurement, estimate or certificate, and payment in accordance therewith, from recovering from the contractor and his sureties such damages as it may sustain by reason of his failure to comply with the terms of the contract. Neither the acceptance by the owner, or by any rep- resentative or agent of the owner, nor any payment for nor acceptance of the whole or any part of the work, nor any extension of time, nor any posses- sion taken by the owner shall operate as a waiver of any portion of the contract or of any power herein reserved, or any right to damages herein. provided. A waiver of any breach of the contract shall not be held to be a waiver of any other subsequent breach, 3. 7, 17 Insurance a. General. The contractor shall not commence work until he has obtained all insurance required under this section or until he has satis- fied the owner in this respect; nor shall he allow any subcontractor to com- mence wbrk until he also has obtained similar insurance which is applicable to his work. The contractor shall maintain insurance throughout the life of this contract as will hold-)the-owner harmless and shall indemnify the owner for any losses arising out of the contractor's operations including any contingent liability arising therefrom, b. Industrial Accident Insurance. The contractor shall take out and maintain during the life of this contract, industrial accident insurance for all employees who will work on this project and, if any work is sublet, the contractor shall require the subcontractor similarly to provide such insurance for all of the latter's employees unless they are included under the protection afforded by the contractor. If employees engaged in hazard- ous work are not protected under the state statutes (or rules of) for indus- trial accident insurance the contractor and any subcontractor who is affected must provide compensation insurance with a private company which in amount shall be equivalent to that provided by the state industrial accident insurance for the protection of employees who are not so engaged. c, Public Liability and Property Damage Insurance, The con- tractor shall take out and maintain in force during the life of this contract such public .liability and property damage insurance as shall protect the owner and the contractor against losses which may result from claims for damages for personal injury, including accidental death, as well as from claims for property damages, which may arise from any operations under this contract, whether such operations be those of the contractor, a sub- contractor or anyone directly or indirectly employed by either of there and the amount of such insurance shall be as follows unless modified by the Special Provisions of these specifications. GC-23 Public liability insurance shall be it an amountnot less than One Hundred Thousand Dollars ($100 000) for injuries, including accidental death to any one person, and subject *o the same limit for each person, in an amount riot lose than Two Hundred Thousand Dol.la=s ($200 000) on account of one accident; Property Damage Insurance shall be in an amount not loss than Fifty Thousand Dollars ($50, 000) for any one accident and subject to that limit per accident a total (or aggregate) limit of not lees than One Hundred Thousand Dollars ($100, 000) for ill damages arising out of injury to or destruction of property during the policy period, The owner, its off-Ice-s, agents (including the engineer) and em- ployees, shall be named ae an additional interest under said policy or policies and a certificate(s) of insurance shall be filed wit?, and approved by the owner prior to commencement of work. The certificate shall indicate that the policy (policies) will not be cancelled without. 30 days' prior notice to the owner, d. Fire insurance. The contractor shall effect and maintain fire insurance with extended coverage upon the entire structure on which the work of this contract is to be done to one hundred per cent of the insurable value thereof, (unless otherwise provided in the special provisions) including items of labor and materials connected therewith whether in or adjacent to the struc- ture insured, materials in place or to be used as part of the permanent con- struction including surplus materials, shanties, protective fences, bridges, or temporary structures, miscellaneous materials, and supplies incident to the work, and such scaffolding, stagings, towers, forms, and equipment as are not owned or rented by the contractor, the cost of which is included in the cost of the work, EXCLUSIONS. This insurance does not cover any tools owned by mechanics, any tools, equipment, scaffoldings, stagings, towers, and forms owned or rented by the contractor, the capital value of which is not included in the cost of the work, or any cook shantiee, bunk houses or other structures erected for housing the workmen. The loss, if any, is to be made adjustable with and payable to the contractor as trustee for whom it may con- cern, except in such cases as may require payment of all or a proportion of said insurance to be made to a mortgagee as his interests may appear. The owner shall be named ,jointly with the contractor in all policies, all of which shall be open to inspection. Certificates of insurance shall. be filed with the engineer. The owner or his agents (including the engineer), the contractor, and all subcontractors waive all rights, each against the others, for damages caused by fire or other perils covered by insurance provided for under the terms of this contract, except such rights as they may have to the proceeds of insurance held by the trustee. CIC-24 If re,-,_lired in writing by any party in interest, the contractor as trustee shall, upon the occurrence of loss, give bond for the proper perform- ance of his duties. The trustee shall deposit any money received from insur- ance in an account separate from all his other funds and he shall distribute it in accordance with such agreement as the parties in interest may reach, or under an award of arbitrators appointed, one by the owner, another by joint action of the other parties in interest. If after loss no special agree- ment is made„ replacement of injured work shall be ordered and executed as provided for changes in the work. The trustee shall have power :o adjust and settle any loss with the insurers unless one of the contractors interested shall object in writing within three working days of the occurrence of loss, and thereupon arbi- trators shall be chosen as above, The trustee shall in that case make settle- ment with the insurers in accordance with the directions of such arbitrators, who shall also, if distribution by arbitration is required, direct such distri- bution. 3. 7. 18 Payment of Bills by Contractors The contractor shall promptly make full payment for labor. mate- rial, supplies and provisions, at such times as they become due and payable, to all persons supplying said contractor or his subcontractor with labor, e,erv- ices, materials, supplies or provisions for the prosecution of the work pr-)- vided for in the contract, and he shall not permit any lien or claim to be filed or prosecuted against the owner for or on account of any labor, services, material, supplies or provisions furnished. In the event that said contractor fails, neglects, or refuses to make prompt and full payment of any claim for labor, services, materials, supplies or provisions furnished by any person in connection with the con- tract as said claim becomes due, whether said labor, services, materials, supplies or provisions to be performed or furnished for said contractor or for his subcontractor, then, and in such event, the owner may withhold the amount of such claim by the person or persons furnishing such labor, serv- ices, materials, supplies, or provisions and deduct the amount thereof from funds due or to become due said contractor by reason of the contract. The deduction of any such arnounts because of claims in the manner herein authorized will not, however relieve the contractor or his surety from his or its obligations with respect to any unpaid claims. Sums withheld for the purpose named herein will be paid to the contractor upon certification that said claims have been paid„ 3. 7� 19 Air and Water Pollution Laws The attention of the contractor is called to statutes of the state relating to the pollution of water and air. The contractor shall carry out his operations in conformity with the applicable sections of state statutes and all regulations which are adopted pursuant thereto. GC-25 MMqjjLMIR 30 7e 20 Use of Completed Portions The owner shall have the right to take possession of and use any completed or partially completed portions of the work, notwithstanding that the time for completing the entire work or such portions may not have ex- pired. but such taking possession and use shall not be deemed an acceptance of ar_y work not completed in accordance with the contract documents. If such prior use increasej the cost of or delays the completion of uncompleted work or causes refinishing of completed work, the contras nor shall be en- titled to such extra r.ompensation, or extension of time o-.- both, as the engineer may deter mine. GC-08 PROSEC'.ITION AND PROGRESS 3. 8„ 1 Prosecrntion of Work The we rk to be done under the contract shall not be commenced until the contract � nd performance bond have been executed by the contractor and his surety and c Slivered to the owner and until written notice to proceed has been received by 'he contractor. Performance of the work to be done under the contract shall be commenced within. ten (10) days after receipt of written notice to proceed by the contractor, unless later commencement of the work is authorized by the engineer. Frorn the time of commencement of the work to the time of com- pletion, the work shall be prosecuted as vigorously and as continuously as weather conditions will permit and always in accordance with a schedule which will insure completion within the specified time limit, due allowances being made for possible unfavorable conditions, interference, breakdowns, and other causes of delay. There shall be no voluntary shutdown or slowing of operations without prior approval of the engineer. If it appears to the engineer that the rate of progress being made is n, t such as will insure the completion of the work within the specified time limit, it shall be within the authority of the owner, upon notification by the engineer, to require the contractor to provide additional equipment and men and to take such other steps as may be necessary to insure completion as specified. 3, 8. 2 Subletting or Assignment of Contract The contractor agrees not to assign, transfer, convey, or other- wise dispose of the contract or his right, title. or interest therein either in whole or in paret or his „ower to execute such contract to any other GC-26 person, firm, or corporation, or to subcontract any part C the work without the previous consent in writing of the owner. In this connection, it is to be understood that the owner will not approve of the subcontracting of more than fifty (50) per cent of the work to be done under the contract. It is understood and agreed that, if any part of the work to be done under the contract is subcontracted, the subcontracting shall be done in accordance with and the contractor shall be bound by, the following provi- sions If the contractor proposes to sublet any of the work, he shall list the name of the subcontractor or subcontractors in the space provided in the proposal form and submit the list with his bid, Should the proposal form not provide spare for the listing of the names of proposed subcon- tractor(s), the contractor shall provide such a. list to accompany his bid. Failure to include this information in his proposal could constitute cause for rejection of any and all future requests for subcontracting any portion of the work, All subcontracts shall be in writing and shall provide that all work to be performed thereunder shall be conducted and performed in accordance with the terms of the main contract. Upon request, certified copies of any or all subcontracts shall be furnished to the engineer, In case the terms of any subcontract are, in the opinion of the engineer, unfair to the subcontractor or otherwise unsatisfactory .from the standpoint of the owner, or in case the wort: being done or to be done under any subcontract is not conducted in a manner satisfactory to the engineer, the contractor shall, upon written notice to this effect, cause such subcon- tract to be terminated and the subcontractor and his employees to be removed from the work. Any loss or damage that may be suffered, on account of such action shall. be borne by the contractor.. The contractor agrees that he is as fully responsible to the owner for the acts and omissions of his subcontractor,-- and of persons either directly or indirectly employed by them, as he iz: for ;he acts and omissions of his own employees, Nothing contained in the contract documents shall. create airy contractural relation between any subcontractor and the owner'. ,nsofar as is practicable, the contractor shall make payment fo:- subcontract work in the same units and on the same basis of measurement as apply under the main contract. The owner will not be responsible for loss resulting from the contractor's failure to do so. In making payments to subcontractors the contractor shall protect himself against possibility of over- payment, and he shall assume such losses as may result from overpayment. GC- L7 The subcontracting of any or all of the work to be done will in no way relieve the contractor of any part of his responsibility under the con- tract. The contractor shall have on the work at all times a qualified and cap,. able superintendent whose duty shall be to direct and coordinate the operations of the subcontractors and to see that the orders of the engineer are carried out promptly and intelligently. Failure of the contractor to control the work of the subcontractors to the satisfaction of the engineer will result in the issuance of orders requiring the cancellation of the subcontracts and the removal of the subcontractors from the work. 3. 8. 3 Limitations of Operations Operations on the various units or portions of the work shall be begun at the times and points designated by the engineer and shall be prose- cuted between such limits as he may establish, No part of the work shall be undertaken without his approval, and no work shall be carried on con- trary to his instructions. in case of a dispute arising between two or more contractors engaged on the same work as to the respective rights of each under the specifications, the engineer shall determine the matters at issue and shall define the respective rights of the various interests involved, in order to secure the completion of all parts of the work in general harmony and with satisfactory results, and his decision shall be final and binding on all parties concerned, 3, 8. 4 Water Supply The contractor shall provide pumps or other means to supply water under pressure to clean up the excavated surface and forms prior to concreting, for sprinkling concrete, and for other purposes for which water is required„ He shall also provide an adequate and pure supply of drinking water for the use of his employees and shall indicate the same by sign. Provision shall be made for fire protection where fire hazards exist. 3� 8. 5 Use of Premises The contractor shall confine his apparatus, the storage of materials and the operations of his worKmen to limits indicated by .aw, ordinances, permits or directions of the engineer and shall not unreason- ably encumber the premises with his materials. The contractor shall. not load or permit any part of a structure which he is constructing under this contract to be loadQd with a weight that will endanger its safety, nor shall he use any such structure for any purpose without the approval of the engineer. GC-Z8 The contractor shall enforce the engineer's instructions regarding signs, advertisements, fires and smoking. 3. ' 6 Protection of Work and Property The contractor shall continuously maintain adequate protection of all his work from damage and shall protect the owner's property from injury or loss arising in connection with this contract. He shall make good any such damage, injury or loss, except such as may b directly due to errors in the contract documents or caused by agents or employees of the owner. He shall adequately protect adjacent property as provided by law and these contract documents. The contractor shall take all necessary precautions for the safety of -mploye(-s on the work, and shall comply with all applicable provisions of federal, state and municipal safety laws and building codes to prevent accidents or injury to persons on, about or adjacer.t to the premises where the work is being performed. He shall erect and properly maintain at all times, as required by the conditions and progress of the work., all necessary safeguards for the protection of workmen and the public and shall post danger signs warning against the hazards created by such features of construction as protruding nail,;, hod hoists, well holes, elevator hatchways, scaffolding, window openings, ,tairways and falling materials; and he shall designate a responsible member of his orpanization on the work, whose duty shall be the prevention of accidents. The name and position of the person so designated shall be reported to the engineer by the contractor. In an emergency affecting the safety of life or of the work or of adjoining property the contractor, without special instruction or authoriza- tion from the engineer or owner, is hereby permitted to act, at his discre- tion, to prevent such threatened lose or injury, and he shall so act, without appea,, if so instructed or authorized. Any compensation, claimed by the contractor on account of emergency work, shall be determined by agreement. 3. 8. 7 Character of Workmen and Equipment The contractor shall employ only competent and efficient laborers, mechanics, or artisans; and whenever, in the opinion of the enrineer, any employee is r,r becomes uns?tisfactory for the work assigner? co the employee the contractor shall, upon request of the engineer, remove him from the work and not employ him again upon it. The methods, equipment and appliances used and the quantity and quality of the personnel employed on the work shat) be such as will produce a satisfactory quality of work and shall be adequate to complete the contract within the time limit specified. GC-29 Only efficient and competent laborers and foremen shall be em- ployed on force account work, and only tools and equipment in good condition and suitable for the work shall be used. The engineer shall have authority to dismiss from force accour-t work any laborer or foreman whose efficiency is in his opinion below that of the average of the contractor's forces, and to refuse to allow the use of tools and equipment which, in his opinion, are not suitable for the work. Laborers and foremen dismissed and/or tools and equipment rejected shall be replaced by the contractor to the satisfaction of the engineer. 3. 8. 8 Temporary Suspension of the Work The engineer shall have authority to suspend the work wholly or in part for such period or periods as he may deem necessary, due to unsuit- able weather or such other conditions as are considered unfavorable for the prosecution of the work, or for such time as is necessary due to the failure on the part of the contractor to carry out orders given or to Ferform any or all provisions of the r ontr act. If it should become necessary to stop work for an indefinite pe. iod the contractor shall �tore all material3 in such manner that they will not obstruct or impede "he traveling public unnecessarily nor become damaged in any way, and he shall take every precautior. to prevent damage or deterioration of i.he work performed, provide suitable drainage, et cetera, and erect i mporary structures where necessary, The contractor shall not suspend the v,r:)rk without written approval from the engineer, In all cases of suspension of construction operations, the work shall not again be re- sumed until permitted by order of the engineer. The contractor •vill be responsible for all damage to the work that may occur during suspensions of work the sF.me as though the damage had occurred while the work was in progress. 3. 8. 9 Time of Completion of Work and Extension of Time Limit Time i3 of the essence of the contract. Therefore, the work to be done under the contract shall be completed in its entirety within the time specified in the special provisions; prov?ded however. that the owner may in its discretion, extend the time for completion of the work without invali- dating any of the provisions of the contract and without releasing the surety. Extensions of time as above provided will be considered by the owner only upon receipt of a written request from the contractor accom- panied by the written consent of the surety, Each request shall state the date to which the extension in desired and shall describe the conditions which have operated to prevent completion of the work within the specified time. GC-30 When an extension of time is granted on any basis other than those delays naused by acts of the owner or "Acts of God", it shall be with the understanding that the contractor will reimburse the owner for the engineer- ing exl,ense incurred in connection with the work during the period of the extension in addition to extra expense of any kind that may be brought upon the owne-- by reason of the over-run in tim?. Should the owner cause a delay in the completion of the work by reason of requirements on extra work or otherwise not provided for by the plans or these specifications, the contractor will be granted an extension of time for completion equal to the amount of such delay and no charge will he made against tiim for the extension of time so granted, provided, bowever, that all such extensions requested by the contractor shall be made to the owner in writing on or before the fifth of the month following that in which the alleged delay is said to have occurred and each claim for extension of time shall state explicitly the reasons therefor. Should the contractor fail to file such written claim for extension of time within the period provided therefor; he thereby shall have abandoned any claim therefor. No claim for delay will be con5:dered by the owner except that alleged to have been caused b , extra work -ir special order of the owner acting through the engi- neer, The _-.-mer sha.i have the right to order the work to cease for a time because of inclement wo-ither. but in case such order is given, the owner ,. also will give notice as to when the work shall be resumed and the contractor's time for comple'ris:i will be extended for a time equal to the amount of the delay so ordered, T;:e contractor must not anticipate such orders, but must obey them as issued and shall have no claim for damages other than that covered by the extension of time. In naming the prices for completion of the work within the time specified, it shall be understood and agreed the work shall be completed within that time, If, however, said work is not completed within the time named in the contract, as extended to cover the total days of delay allowed in the paragraph above, the owner shall deduct and retain out of any sum then due or that may become due the contractor at time of such delinquency or later, the sum specified in the special provisions for each and every cal- endar day that, the date of final completion of each contract is delayed. In submitting a proposal and signing the contract, the contractor thereby shall have agreed to these provisions and, furthermore, that the sum deducted and retained is not a penalty but a reimbursement to the owner for damages which the owner will have sustained by reason of such delayed completion, Damages so liquidated are understood to include the additional cost to the owner for engineering supervision, interest charges, and overhead all. of which damages would be difficult or impossible to ascertain accurately. GC-31 I Delay forced upon the contractor by failure on the part of the owner and its representatives to act promptly in the carrying out of its obligations and duties under the contract will be considered cause for waiving a part or all of the aforementioned reimbursement, only when and to such extent as such failure does actually prevent completion of the work within the specified time. Changes in plans and increases in the quantAies of work to be per- formed will be consi&red cause for sa.3d waiver only wherd they are of such nature and when they occur at such times that they materially and necessarily retard the progress of the work., Temporary suspeneions of the work when ordered by the engineer in advance and with written. agreement to the effect that time extensions will be allowed for them will be considered cause for said waiver, Amounts due the owner from .he contractor under the foregoing provisions shall be deducted from any mornea then due or to become due said contractor under the contract, ar.d such deductions shall not in any degree rele?Ge the contractor from further obligations in respect to the fulfillment of the entire contract, nor any right which the owner may have to claire, sue for, and recover compensiation and damages for no performance or breach of the contract. 3. 8. 10 Annulment and Cancellation of Contract by Owner If the contractor should be adjudged a bankrupt, or if he should make a general assignment for thebenefit of his creditors or if a receiver should be appointed on account of his insolvency, or if he should persistently or repeatedly refuse or should fail to supply enough properly skilled workmen or proper materials for the efficient prosecution of the project, or if he should fail to make prompt payment to subcontractors or for material or labor, or persistently disregard laws, ordinances, or the instructions of the engineer, or otherwise be guilty of a substantial violation of any provisions of the con- tract, then the owner, upun the certificate of the engineer that, in his opinion, sufficient cause exists to justify such action, may without prejudice to any other right or remedy and after giving the contractor and his surety seven (7) days written notice, terminate the employment of she contractor and take possession of the premises and of all materials, tools, and appliances thereon and finish the work by whatever method it may deem expedient,. In the event action as above indicated is taken by the owner the con- tractor shall not be entitled to receive any further payment until the work is completed. On completion of the work, determination shall be :nade by the engineer of the total amount of the contractor would have been entitled to re- ceive for the work under the terms of the contract, had he himself completed CC-32 the work. If the difference between. said total amount and the sum of all amounts previously paid to the contractor, which difference will hereinafter be called the "unpaid balance", exceeds the expense incurred by the owner in completing the work, including expense for additional managerial and administrative services, such excess will be paid to the contractor, with the consent of the surety, If, instead the expense incurred by the owner exceeds the unpaid balance the amount of the excess shall be paid to the owner by the contractor or his surety. The expense incurred by the owner as herein provided, and the damage incurred through the contractor's default, shall be as determined and certified by the engineer. In addityor to and apart from the above menti-ned rights of the owner to terminate the emplovment of the contractor, it is expressly understood that the contract may be cancelled at the election of the owner for any willful failure or refusal on the part of the contractor to faithfully perform the contract according to all of its terms and conditions; provided, however. that in the event the owner should cancel the contract, neither the contractor nor his surety shall be relieved from damages or losses suffered by the owner on account of the contractor's -aid breach of contract. 't is understood and agreed that the owner may, at its discretion, avaii itself of any or all of the above rights or remedies and that the invok- ing of any one of the above rights or remedies will not prejudice or preclude the owner from subsequently invoking any other right or remedy set forth above or elsewhere in the contract. 3� 8, 11 Right of Owner to Do Work If the contractor shculd neglect to prosecute the work properly or fail to perform any provision of tl•e :ontract, the owner after three (3) days written notice to the contractor, may, without prejudice to any other remedy it may have, make good such deficiencie- and deduct the cost thereof from the payment then or thereafter due the contractor, 3, 8, 12 Contractor's Right to Stop Work or Terminate Contract If the work should be stopped. under an order of any court, or other public authority. for a period of three monthc, through no act or fault of the contractor or of anyone employed by him, or if the engineer should fail to issue any certificate for payment within ten (10) days after it is due , or if the o,..ner should fail to pay to the contractor within thirty (30) days of its presentation. any sura certified by the engineer and approved by the owner, then the contractor may, upon seven days written notir:e to the owner and the engineer. stop work or terminate this contract and recover from the owner payment for all work executed and any ldss sustained upon any plant or materials and reasonable profit anti damages. GC-33 LAIL 3, S 13 Suits of .taw Concerning the Work Should a suet of law be entered into either by the contr-ictor (or his surety) against the owr_er or by the owner against the contractor (or his surety), the suit of .law shall be tried in the county of the state in which the work was or is to be performed. L° one of the questions at issue is the satisfactory performance of the work by the contractor and should the appropriate court of law ,judge the work of the contractor to be ursat.isfactery, then the contractor or his surety shall. reimburse the owner for all legal and all other expenses (as may be allowed and set by the court) incurred by the owner because of the suit of law and, further, it is agreed that the owner may deduct such ex- penses from any sum or sums then or that may become clue the contractor. Should there be no such funds available or should such funds he not sufficient to cover the said expenses, then the contractor or his surety shall pay all or mach additional costs involved. GC-09 MEASUREMENT AND PAYMENT 3. 9. 1 Methot's of Measurement and Computation All work completed under the contract shall be measured by the engineer according to United States standard measures. The methods of measurement and computation to be used in the determination of the gaantities of materials furnished and the quantities of work performed under the contract shall be the methods outlined in these specifications or by those methods generally recognized as good engineering practice which; In the opinion of the engineer, give the greatest accuracy consistent with pract.-cable application. 3. 9. ? Scope of Payment The contractor shall accept the compenFation, as herein provided, in full payment for furnishing all materials, labor, tools and equipment. and for performing all work under the contract, also for all loss; damage, or liability arising from the nature of the work. or from the action of the ele- ments, or from any unforeseen difficulties which may be encountered during the prosecution of the work until its final acceptance by the uwner, 3. 9. 3 Alteration in Detailm u.f Conatruction The owner reserves the right to make, at any time during thu progress of the work; such increases or decreases in quantities and such alterations in the details of construction as may be foi%nd to be necessary or desirable. Such increases and alterations shall nct invalidate the c:)n- tract nor release the sure-ty, and the contractor agro,es to accept the work as altered, the sarne as if :t had beer a part of the original contract, GC-34 Y7ril.es6 such alterations and increases or decreases materially change the character of the work to be performed or the cost thereof, the altered work shall be paid for at the same unit prices as other parts of the work. If, however, the character of the work or the unit costs thereof are materially changed, an allowance shall be made on such basis as may have been agreed to in advance of the performance of the work, or in case no such basis has been previously agreed upon, then an allowance shall be made, either for or against the contractor, in such amount as the engineer may determine to be fair and equitable. No claim shall be made by the contractor for any loss of antici- pated profits because of any such alteration, or by reason of any variation between the approximate quantities and the quantities of work as done. 3. 9. 4 Quantities and Unit Prices a. Lump Sum. The contractor shall include in the contract bum all allowances named in the contract document for items (or for the entire work) which are to be paid for under a lump sum price(s) and shall cause the work so covered to be done for such sums. Should the engineer direct that additional work be required or work deleted under a lump sum price(,) item, the contract sum will be adjusted therewith by negotation or may be based upon the basis of "extra work" for additional work at the option of the owner. The contractor declares that the lump sum price(s) includes such sums for all expenses and profit as he deems proper. No demand for ex- pense or profit other than those included in the lump sum price(s) will be allowed. b. Unit Prices. The total amount to be paid under the contract for items for which unit prices are tc be named will be calculated on the basis of the unit prices narned in the proposal for the quantities actually incorporated into the finished project, all as provided by the proposal. The quantities named in the proposal or separately listed are approximate only but these are to be used as a basis for the comparison of aids and to deter- mine the amount of the performance bond. However, if unit prices appear to the owner to be unbalanced to such an extent that changes in actual quan- tities required under the contract might result in contract price adjustments which would increase payments to the contractor excessively, then the owner may take such a condition under consideration in making -the award of the con- tract. The owner expressly reserves the right to increase or decrease the estimated quantities during constriction and to make any reasonable changes in design without thereby being obligated to the contractor in any way as a result of losses he may sustain because of inadequate unit prices or because anticipated profits are not realized. OC-35 10 9. S Clain.s for Extra Compensation In the event any eitwttion arises which, in the opinion of the con- tractor, entitleP him or will entitle him to compensation in addition to that which he will receive at the prices and on the basis of payment specifically set forth in the contract and in previously issued extra work orders, price agreements and supplemental agreements, the contractor shall notify the engineer of the e:tuation and of his intention to make claim for such additional or extra compensation. The nctic.e to the engineer shall be made in writing and shall be delivemd before any of the extra expense to be claimed is in- cur redo The notice shall set forth the grounds on which the additional or extra compensation is to be claimed. if notice to the eng.'reer is not thus given., or if the engineer is of afforded propea facilities by the contractor for keeping strict account of :actual cost, then the contractor hereby agrees to waive the claim for such extra cornpensa!ion. Such notice by the contractor, and the fact that the engineer lies kept account of the cost as aforesaid, shall not in any way be coxtsttued as proving the va :dity of the claim. In case the claim is found to be vabd and just, it may be allowed and paid for as an extra as provided herein for extra work, or it may by allowed and paid under a supplemental agreement to be entered into between Oe parties to the con- tract„ 3, 9, 6 Paym tit for Force Account Work When extrawork is ordered by the engineer to be done on . force account basis (either by the contractor or un approved subcontractor such work will be paid for on the basis of c.-n !ctual cost to the contractor or sub- contraccur plus an allowance of fifteen (15) per cent ;hereof„ Where said work )a performed by ar. approved sub,-ontractor, fiv,!- (5) per cent will be a!lowed the contractor for supervision of the subcontractor's work„ The items of cost to which the above percentage will be added and to which payment will be re4tri:ted are as follows as The. payment to be m:ad•! for labor used in the :,,ork will be made at the rateA actually paid (plus a sum not to exceed 2.0 per cent thereof for items of direct overread on labor such as but not limited to welfare or :Tinge benefit payments social security, accounting, ihsuilance, etc, ) to the laborers and foremen by the contractor or subcortractrr unless these rates are in excess of the current local prevailing wage rates, in which event, pay- ment will be made at +.he local previiiing wage rata. The time allowed will be the number of hours woiked directly on force arcount operations, h. Payment for purchased materials, equipment, and supplies used on force account work will be made at the prices billed to the contractor or subcontractor by the supplier, less all discounts, :t will be assurr.ed that GC-36 the contractor or his subcontractor has taken advantage of all possible dis- counts on bills for materials and supplies; and such discounts will bs sub- tracted from the total amounts of bills regardless of any failure of the contractor to take advantage of same. Freight and express on material and supplies will. be considered to be a part of the cost and will be paid for as materials and supplies. c. Materials and supplies produced by the contractor or sub- contactor will be paid for at prices to be agreed upon between the conn tractor and the engineer, which prices will be no greater than the prices at which the materials and supplies can be obtained elsewhere, d, Where the use of rental equipment is authorized by th engi- neer rental on such equipment used will be paid at the rates actually paid by the contractor or subcontractor unless these rates are in excess of the current local rateh, or unless the equipment is owned by the contractor or subcontractor, in either of which everts payments will be made at the rates to be agreed upon between. the contractor and the engineer prior to beginning work, which rates will in no case be greater than the current local rates. For equipment rented on a daily or hourly basis, rental will be allowed for only those days or hours during whirh the equipment is in actual use. For equipment rented ori a monthly basis, straight time rental will be allowed from the day the equ:pmAnt is first used on the particular piece of force account work until and including the last day on which it is used on that particular work, provided the equipment is not used on other work during the period, and provided farther that the equipment is not idle for a continuous period of more than six days. No rental will be allowed for a-y parts of idle, periods of lengths greater than six days or for any time during whiclr the equipment is used on other works The rental allowed for equipment will in all_ cases be understood to cover all fuel, supplies, repairs, and renewals, and no further allow- ances will be made for those iteme unless specific agreement to dart effect is made in writing before the work its commenced„ Individual. pieces of equipment having a value of one hundred (100) dollars or lests will be con- sidered to be tools or small equipment, and nc rental will be allowed on such., The fifteen (15) per cent allowance to be made to the contractor (or subcontractor) will be made on all iterns of cost listed above except for rental on equipment authorized by the engineer to be used on the work in which case the allowance will be five 5) per cent. GC-37 w sNUIL The percentage allowances made to the contractor in accordance with the terms outlined above will be understood to be reimbursement and compensation for all superintendence, use of tools and small equipment, overhead expenses, bond cost, insurance premiums, profits, indirect costs and losses of all kinds, and all other items of cost not specifically designated herein as stems involved are furnished or incurred by the c,)n- tractor or by the subcontractor. No other reimbursement, comper.aation or payment will be made for any such services, costs or other items. Should any percentage allowance or other corresponding allow- ance be made by the contractor to a subcontractor (other than specified herein), in ^onnection with force account work, such allowance shall be at the sole expense of the contractor and the contracto-- will not be reim- bursed or otherwise compensated for the same by the owner. 3. 9. 7 Force Account Bills Bills for force account work must show in payroll form the dates, names, hours worked each day, rates of pay, and amounts paid to each individual employed cn such work, and must give in detail the nature of the work done by ea(-n Bills for materials must be fully itemized, show- ing dates of delivery, quantities, unit prices, amounts, and discounts, and must be accompanied by receipted invoices covering every item, All bills, payrolls, and other forma of claims for payment on force account work must be submitted in triplicate, must state the number of force account work or change order applicable and the name or number of the contract under which the work was performed, and must be approved by the engineer, Failure to present claims in proper form within thirty (30) days after the close of the month in which the work covered was per- formed shall constitute a waiver on the part of the contractor of his right to present such claim thereafter or to receive payment therefor. 3. 9. 8 Payment for Omitted Items The owner shall have the right to cancel the portions of the con- tract relating to the construction of any item therein by payment to the contractor of a fair and equitable amount covering all items of cost incurred prior to the date of cancellation or suspension of the work by order of the engineer. Where practicable the work completed before cancellation shall be paid for at unit prices, otherwise the contractor shall be allowed a profit percentage on the materials used and construction work actually performed at rates as provided under "Payment for Force Account Work", Article 3. 9„ 6, but no allowance will be made for anticipated profits. Acceptable materials ordered by the contractor or delivered on the work prior to the date of cancellation or suspension of the work by order of the owner shall be purchased from the contractor by the owner at actual cost and there- upon becomes the property of the owner. GC-38 o. 3. 9. 9 Partial Payments At a regular period each month 'the engineer shall make an esti- mate of the amount of work completes: ,3rd of the value of such completed work. He shall also make an estimate of the amount and value of accept- able material to be incorporated in the completed work which has been delivered and properly stored at or near the site or at an acceptable loca- tion to the engineer„ With these estimates as a base, a partial payment shall be made to the contractor, which partial payment shall be equal to the value of completed work as computed from the engineer's estimate, plus the value of accepted materials which are in a condition or state of fabrication ready to be incorporated in the completed structure and which are held in storage on or near the work, the value of such materials com- puted in accordance with Article 3. 9, 10 of these specifications, less such amounts as may have been previously paid, less such other amounts as may be dedurtible or as may be owing and due to the owner for any cause, and less an amount to be retained in protection of the owner's interests. Until such time as the work is accepted by the owner the retained percentage shall be ten (10) per cent of the value of the completed work unless applicable state laws or municipal ordinances provide for a greater sum; then the amount required by such laws or ordinances shall be retained. The engineer may withhold or, on account of subsequently dis- covered evidence, nullify the whole or a part of any payment certificate to such extent as may be deemed necessary to protect the owner from loss on account of. a. Defective work not remedied., b� Clairn9 filed or reasonable evidence indicating probable filing of claims., C. Failure of the contractor to make payments properly to subcontractors or for material or labor, d. A reasonable doubt in the opinion of the engineer, that the contract can be completed for the balance then unpaid, e. Damage to another contractor, Should the amount due the contractor under the estimate for any given month be less than five hundred (500) dollars at the option of the engineer, no payment shall be made for that month, GC-39 Partial payments shall not be construed as an acceptance or approval of any part of the work covered thereby, and il:ey shall in no manner relieve the contractor of responsibility for defective workman- ship or material. The estimates upon which partial payments are based are not represented to be accurate estimates, and all quantities shown therein are subject to correction in the final estimate. If the contractor uses such estimates as a basis for making payments to subcontractors, he does so at his own risk, and he shall bear all lose that may result. The making of partial payments under the contract, either before or after the date set fur completion of the work, shall not operate to invalidate any of the provisions of the contract or to release the surety. At the time payment is made for any materials which have been stored at or near the site, the ownership of such materials shall be vested in the owner, and they shall remain in storage until used on the work. Such materials shall not be used on other work, 3. 9. 10 Advances (-.)n Materials For materzala delivered and held in storage upon the work (or near the site of the work if approved by the engineer), allowances will be made in the partial payments to the contractor. These allowances shall be in amounts not exre.,ding ninety (90) per cent of the net cost to the con- tractor of the material f. o, b, the work, and from such allowances there shall be retained the percentages regularly provided for in connection with partial payments. In cases where there is a bid price on a given material in place the allowance shall be further limited not to exceed ninety (90) per cent of the difference between the bid price and the cost of placing as estimated by the engineer. At the option of the engineer, no allowance for materials shall be made on any partial estimate unless the total allowable value for all materials on hand is at least one thousand dollars ($1, 000. 00) and no allowance shall be made upon any single clans of material the value of which is not at least five hundred dollars ($500, 00), The inventory of materials for which advances are requested shall be kept to a reasonable size as approved by the engineer. No allowance shall be made upon fuels, supplies, form lumber, falsework, or other materials, or on temporary structures of any kind, which will not become an integral part of the fin- ished construction. GC-40 As a basis for determining the amount of advances on material, the contractor shall make available to the engineer such invoices, freight bills, and other information concerning the materials in question, as the engineer may request. Should there be reasonable evidence, in the opinion of the engineer, that the contractor is not making prompt payments for material on hand allowances for material on hand will be omitted from partial payment. 3. 9. 11 Allowance for Materials Left on Hand Materials not required by the unit or lump sura prices named in the proposal but delivered to the work at the order of the engineer but left unused due to changes in plans, will, if the materials are not practica- bly returnable for credit. be p:irchased from the contractor by the owner at actual cost (without percentage allowance or profit), and shall there- upon become the property of the owner, 3. 9. 12 Final Estimate As soon as the completed work shall have passed satisfactory inspection, the engineer will so notify the owner and contractor in writing and the contractor will then be paid an amount such as will make the total payments equal to the total contract price less the retained percentage. Payment of the final estimate will be made at the same time in the month and in the same manner as above provided for monthly estimates, The retained percentage of the final contract price shall be retained for a period of thirty (30) days following the final acceptance of the completed project, a.nd every person performing labor or furnishing supplies toward the completion of said improvement or work shall have a lien or claim upon said fund so reserved provided such notice of the lien or claim of such claimant shall be given in the manner and within the time provided by law. After the expiration of thirty (30) days following the final accept- ance of the work said reserve or all amounts thereof in excess of a sufficient sum to meet and discharge the claims of material men and laborers who have filed their claims, together with a sum sufficient to defray the cost of such action to pay attorney's fees, shall be paid the contractor. 3. 9. 13 Suspension of Payments No partial or final payment shall be made as long as any order made by the engineer to the contractor in accordance with the specifica- tions remains uncomplied with. Neither shall any partial or final payment be made as long as any claim or lien filed or prosecuted against the owner, the owner's officers or employees contrary to the provisions of the con- tract remains unsatisfied. GC-41 30 9. 14 Correction of Work after Final Payment Neither the final certificate nor payment nor any provision in the contract documents shall relieve the contractor of responsibility for faulty materials or workmanship and unless otherwise specified, he shall remedy any defects due thereto and pay for any damage to other work resulting therefrom, which shall appear within a period of one year from the date of final acceptance, The owner shall give notice of observed defects with reasonable promptness All questions arising under this article shall be decided by the engineer, 3� 9. 15 Payments Payments under the contract sha.11 be paid in cash by the owner unless otherwise provided by the special provisions of these specifications, GC-4L I PART IV SPECIAL TECHNICAL SPECIFICATIONS TS-01 GENERAL The specifications in this Rection are devoted to features of on- the-site construction which are peculiar to the sewer, force main, and pumping station work for the City of Tigard, Oregon. These sections will supplement and amplify certain sectipns of Parts I, II, III, the "Standard Technical Specifications for Sewer Work", the "Standard '�'echn'cal Specifications for Concrete and Reinforced Concrete", and the detail,sd plans for the project. These sections may also modify and supersede certain sections of the "Standard Technical Specifications" and should there two sections be in conflict, the requirements of Special Technical Spr.cifications shall govern. TS-02 PERMITS The owner will obtain the necessary pipe line permits. The con- tra - -or shall make his own determination of and comply u/ith she require- ments of the permitters with reference to bonds, insurance and methods of construction. TS-03 PIPE FOR SEWERS, CASING, AND CULVERT Pipc to be installed shall be of the type and class designated on the plans and in the specifications. Rubber gasket joints of a type approved by the engineer shall be used to join gravity anti pressure sewer pipe for this project. Special care must be exerc..sed in the manufacture of pipe for rubber gaskets. All pipe ends shall be smooth and concentric to properly receive the rubber gaskets. The annular space must be constant and withir the tolerance specified by the gasket manufacturer. Joint assembly shall be made in strict accord- ance with recommendations of the gasket manufacturer. If at any time, in the opinion of the engineer, satisfactory results are not 1-eing obtained either through fault of the pipe or the rubber gasket the faulty material may be rejected and shall be removed from the job. a. Standard Concrete Sewer Pipe. This type of pipe shall conform to ASTM C14 Extra Strength. TS-01 WAR b. _Cast Iron Pipe. This type of pipe shall conform to Federal Specifiration WW-.P-421a with a mechanical joint. All fittings shall be flanged or mechanical joint, short body, and shall conform to ASA speci- fications A21. 10 and A21. 11. Cast iron pipe shall be cement lined, Class 150. c. Corrugated Metal Pipe. This type of pipe and fittings used with it shall be 16 ga. "Armco" or equal, galvanized, and it shall cor_form to strength requirements of AASHO Spec. M36. d. Asbestos-Cement Pipe. This type of pipe shall be "Ring-Tice" or., "Fluid- Tite" and conform to ASTM Specification, C-296-59T. e. Malleable Iron Pipe. This type of pipe shall be standard weight galvanized iron pipe conforming to ASTM Ai20-57, galvanized. Joints shall be screwed or "Victualic" as indicated on the plans. f. Sewer Casing Pipe. This type of pipe shall be 16--inch O. D. , 1 , 4" wall, mill pipe conforming to AWWA C-202. Joints shall he welded. g. Force Main Pipe. This type of pipe shall be cast iror or steel. as indicated on the plans. For steel pipe, pipe shall be 8-inch O. D. , 10 gauge, conforming to AWWA 202, lined and coated with coal tar and wrapped per AWWA C-203. Joints shall be bell and spigot with ruober gasket meeting AWWA requirements for water pipe except at buried fit- tings, where Victaulic couplings shall be provided. Gaskets in bell and spigot joints shall not carry the weight of pipe. Twenty foot lengths of pipe will be required occasionally to permit changes in line and grade. TS-04 PAYMENT FOR PIPE Payment for sewer pipe outside Pumping Station Pay LineG shall be as stated in the Proposal. Payment for pipe incidental to connecting pumping stations to gravity and pressure sewers and for miscellaneous service shall be merged with the bid price for the apr,ropriate station. TS-05 COUNTY ROADS AND STATE HIGHWAYS Attention is called to Specification SW-07 in regard to sewer work in streets controlled by Washington County. All of the streets in the proj- ect are under the jurisdiction of the Washington County Road Department. TS-02 Prior to beginning construction in any street the contractor shall appy to the county for permission to commence operations. Such re- strictions as may be imposed as requirements of the permit shall be strictly observed by the contractor. Certain areas in the project are served by only one access road. In these areas special procedures will be required to provide fire and police protection. At the clos^ of each shift or period of operation any street shall be backfilled to a passable condition or satisfactory detours provided. The contractor shall make every effort to coordinate his schedules to avoid any undue disruption of vehicular or pedestrian traffic in the project area during construction. TS-06 SURPLUS EXCAVATED MATERIAL Any surplus excavated material shall be disposed of by the con- tractor, first., on the land from which ;t was excavated provided tae owner of the ?and so requests and, second. at locations for which the contractor shell make his own a.•rangements all at no additional cost to the owner. TS-0'7 BACKFILL a. County and Public Roads and Streets. All backfilling of the trench within the existing paved roads, shoulders of paved roads and gravel surfaced roads or streets shall conform to the following: 1. After the pipe has been laid and precovered to a depth of not less than 12 inches above the top of the pipe, the excavated material shall be placed in the trench to approxi- mately 18 inches from the surface and thoroughly jetted or flooded with an excess of water to supersaturate the mass. After the water has settled the backfill, excess material shall be from the trench to a depth of approxi- mat.,.1y 26 incli-s and an 18-inch blanket of sand placed on top of the saturated native backfill followed by a 6-inch course -)f 2-inch minus crushed rock or acceptable bank- run gravel and a 2-inch course of 3/4-inch minus leveling course. The excess excavated material shall be disposed of by the contractor : t his own expense. 2. Refer to Section SW-27 (e) Select Backfill. TS-03 b. Easements and Undeveloped Areas. After precover, the force main trench shall be backfilled per Section SW-24, random method. c, Backfill Under Existing Utilities. Where the sewer crosses below an existing pipeline, the trench shall be backfilled and compacted with 3/4-inch minus crushed rock from the bottom of the trench to the springline of the existing pipe and for a distance of five feet on either side of the crossing or as directed by the engineer. TS-08 PAVEMENT AND GRAVEL SURFACE REPLACEMENT a. General The resurfacing shall be completed as shown on the typical details, Sheet No. 6. b. Bituminous Pavement Replacement Approximately thirty days after the trench has been backfilled and the pipe tested for leakage, asphaltic concrete surfacing shall be placed on those trench sections where bituminous pavement was removed. The asphaltic concrete shall conform to the specifications of the Oregon State Highway Department for Class C Asphaltic Concrete and shall be laid in one 2-inch lift, spread, and struck-off and while still hot the course of asphaltic concrete shall be thoroughly and uniformly compacted by rolling with a roller of not less than 6 ton or a vibrator with at least a 6 ton rating. The asphaltic concrete shall be deposited on the trench at a temperature between 2500 and 300o Fahrenheit. The edges of the existing surfacing shall be trimmed to a uniform depth of 2 inches ai,d all loose or broken pavement caused by the sewer construction operations shall be removed prior to paving. The exposed edges shall then be treated with an asphaltic material in order to obtain a bonded joint. Any pavet-hent or roadway surfacing not immediately over or adjacent to the trench. which is disturbed or damaged as the result of operations of the contractor shall be repaired or replaced by the contractor at his own expense and to the satisfaction of the engineer and the owne:-. All costs for materials, equipment, and labor required to carry out the work outlined above shall be included in the contract unit price for "cutting and replacing bituminous suriacing. " TS-04 c- Gravel Surface Replacement All trench sections within the shoulders of a stree., public or otherwise, that are used for traffic shall be treated as a gravel surface and shall be completed as detailed on the typical detail sheet. TS-09 SEAL COAT Streets in which sewer trenches require the removal and replace- ment of biturninous pavement shall receive one bituminous seal coat as directed by the engineer. Generally speaking the entire existing paved width of streets where sewers have been constructed in the paved area shall be sealed unJess otherwise directed by the engineer. The normal seal coat procedures used by the Washington County Road Department as interpreted by the County Engineer shall be followed in performing the seal coat work. All materials shall conform to Oregon State Highway Department specif._ations. A minimum of sixty days shall elapse after the sewer trench has been patched with bituminous paving before the seal coat is applied. Prior to sealing, all areas in the paved areas which have settled due to sewer construction shall be brought to grade by patching as directed by the engineer. Seal coat work shall be done between Apt it 1 and October 15 and only when the temperature in the shade is above 550F unless otherwise directed by the engineer. No work shall be started if conditions indicate that rain is imminent. Surfaces to be sealed shall be cleaned of any accumulations of earth, mud, or foreign material. At the time the bituminous material is applied, the surface shall be clean and dry. Bituminous material shall be RC 800 heated to 250OF prior to application and shall be applied uniformly over tl.e surface at the rate of 0. 25 to 0. 30 gallon per square yard, the exact rate to be specified by the engineer. The seal coat aggregate shall be clean and dry material approved by the engineer and graded from 1 /4" to No. 10 size and shall be applied uniformly at the rate of 0. 006 to 0. 008 cubic yards per square yard of surface, the exact rate to be specified by the engineer. This rate corre- sponds to about 18 to 24 pounds per square yard of seal coat aggregate. TS-05 r When the seal coat is dry the entire surface shall be immediately rolled with a pneumatic-tired roller. After the initial rolling the surface shall be broom dragged and rolled with a three wheel or tandem roller weighing 5 to 8 tons until the aggregate is compacted. Any bleeding of bituminous material during or after seal coating shall be covered with sufficient sand to eliminate the problem. All costs of doing the seal coat work as specified above shall be included in the contract unit price for seal coat per square yard in place. TS- 10 TESTS OF SEWERS All sanitary sewer pipe and the new force main shall be tested as indicated herein and all costs borne by the contractor(s) regardless of whether the pipe meets the test requirements. On completion of a sectiin of sewer between manholes or other- wise the engineer ►nay require that the ends be bulkheaded and the pipe subjected to a hydrostatic pressure produced by a head of water at a depth no more than 6 feet above the bottom invert of the sewer under test at its higher end. The foregoing test head is applicable only to sewers with slopes less than 5 feet of drop per 1000 feet. Should te3ting of sewers on steeper slopes be required a reasonable head requirement based on field conditions will be established. The required head of water shall be maintained for a period of one hour during which it will be ,jresumed that full absorption of the pipe body has taken place and thereafter for further period of four (4) hours for the actual test of leakage. During this four-hour period the meas- ured loss shall not exceed the rate given in the following table: Pipe Size Allowed Hourly Limit of Leakage 10-inch 5 gal. per hundred feet of sewer The above listed leakage rates will also be applied to infiltration from ground water and infiltration in greater amounts than shown in the table will be cause for rejection of sewer. The force main shall be tested with clean water and shall remF n bottle-tight at 50 P. S. i. for 24 hours from P. S. No. 1 to the manhole. The remainder will be tested by infiltration. TS-06 Due to the high compaction requirements all testing is to be con- ducted after backfilling and prior to resurfacing. TS- 11 PROFILE ELEVATIONS Some adjustment of pipe grades and invert elevations rnay be ex- pected. No claims for extra compensation, other than that derived from an increase in unit price quantities, for work caused by such variation will be allowed. TS.- 12 GRADING AND BACKFILL FOR PUMPING STATIONS The final grading of the sites shall be as directed by the engineer or as shown on the plans, Some material may be required to be removed from the general site, and any s, � h costs shall be merged with the lump sum for the pumping stations. The backfill around the structures shall be compacted in 6-inch lifts with mechanical tools or sand jetted and settled. The intent of the specifications is to have a non-yielding foundation adjacent to the struc- tures. The contractor shall be held responsible for any settlement and shall bring all surfaces to the required grade at his own expense should settling occur. TS- 13 CONCRETE FOR PUMPING, STATIONS All concrete and reinforced concrete shall be in accordance with "Standard Technical Specifications for Concrete and Reinforced Concrete" which are included in these specifications. The concrete shall be Class 6 for 28-day strength of 3000 P. s. i. as defined in Section RC-03 of "Standard Technical. Specifications for Concrete and Reinforced Concrete". TS- 14 SEWAGE PUMPING EQUIPMENT a. Gtneral. The mechanical requirements and general power requirements for the sewage pumps are set forth in this Section. The control and other electrical specifications appear elsewhere. Duplex installations of identical units shall be installed. TS-07 Pumps shall be wet-pit, submersible, non-clogging vortex type, equal to WEMCO 4S; or approved equal, solid size 3 7/8'' minimum diam- eter, rated as follows: P. S. No. Discharge Total Head Horsepc,*.,er Speed (rpm) 1 310 43 10 1750 225 47 Z 310 33 t0 1750 250 37 Motors shall be NEMA Design C with high torque characteristics. They shall be designed to operate continuously at rated load with a tem- perature rise not to exceed 551C when completely submerged in liqui is with an ambient temperature of 400C or less. Motors shall be equipped with internal thermal protectors, and shall be U. S. or Reliance. TS- 15 VALVES a. Iron Body Gate Valves. All gate valves 4-inch and larger shall conform to the requirements of AW WA �.ie signation C- 500. The valves shall be flanged, double disc with parallel or inclined slots and shall have non-rising stems, and land wheels for manual operation. All valves shall be new, free from defects, and of the same style or class by the same mai.u:acturer unless otherwise approved by the engineer. The valves shat,. fully bronze mounted and have cast. iron bodies suitable for a working pressure of 125 p, s. i. b. Check Vali es. All check valves shall. be flanged, spring loaded, Rensselaer No. 340, and designed for a water working pressure of not less than 150 p. s. i. and a test pressure of not less than 300 p. s, i. The body and gato shall be of heavy cast iron construction. Ga.Le and slot rings shall be of brass or bronze and the hinge shall be bronze. Hinge shaft shall be of stainless steel or bronze supported on bronze bushings. Alemite fittings shall be provided for lubrication. TS- 16 METAL WORK a. Fabricated Items. Fabricated items and structural shapes, either Ftandard or special are to be as required by the plans. The steel used for auch purposes shall be new mate*ial conforming to the require- ments of ASTM Spec. A-7. Items not galvanized shall be shop primed with Inertol No. 626 or 621. TS-r,4 b. Anchor Bolts. Ail anchor bolts shall be galvanized and shall meet ASTM Spec. A-307. c. Welding. Welding shall be done by qualified operators. The technique of welding. appearance and quality of weld made, and the meth- ods of correcting defective work shall conform to codes for arc and gas welding and building construction of the American Welding Society and to AISC Specifications. Finished members stall be free from all defects, true to line and free from,twists. All corners, seams and joints are to be ground smooth. d. Galvanized Metal. Ail metal where indicated on the plans, and including all handrails, ladders, and hatch covers and frames, shall be galvanized after fabrication in accordance with the specifications of the American Hot Dip Galvanizer's Association and ASTM A385, A386 and A392. TS- 17 PAINTING IN THE FIELD a. General. The contractor shall furnish all material, labor and equipment necessary to properly execute and complete the painting work according to the plans and as herein specified. The following speci- fications cover the complete painting of all exposed interior, metal, and concrete surfaces. Galvanized metal need not be painted. All work shall be done by skilled mechanics in a workmanlike manner. Materials stall be evenly spread and smoothly flowed on with- out sags or runs, and all coats shall be thoroughly dry before the succeed- ing coat is applied. No interior painting or finishing shall be permitted until the surface has dried completely. Metal surfaces to be painted shall be thoroughly cleaned to remove all dirt, grease, rust, mill scale, and weld deposits. Concrete sA.rfaces to be painted shall be thoroughly cleaned to remove all dirt, dust, grease, and laitance. All necessary puttying shall be done after the prime coat is dry. b. _Materials and Applications. All paints shall be of a quality equal to that manufactured by the Inertol Company, Inc. , and shall be de- livered to the work in new unopened containers. Paint as specified shall receive the approval of the engineer as to color and quality before it is ordered or used. Paint shall be applied in strict accordance with manu- facturer's instructions. Aluminum flake, 1 pound per 5 gallons, shall be added to the first coat of Inertol Black to insure coverage by the second coat. TS-09 1. Metal Surfaces Protected From Weather. Metal surfaces protected from the weather shall receive one coat of Inertol No. 622 primer and two coats of Ponkote Enamel. Pipe shall be color coded as determined by the engineer. Galvanized piping to be painted shall be given one coat of Inertol No. 35 Metal Passivator. Equipment furnished with an acceptable factory finish will not require painting unless the finish is damaged in which case the entire unit will be repainted as directed. In painting such equipment care shall be taken to cover all nameplates prior to painting. 2. Metal Surfaces Not Protected From Weather. These Sur- faces shall be given one coat of Inertol No. 626 Primer and two coats of Glamortex Enamel or two coats of Inertol Weather Resistant Aluminum. 3. Concrete in Contact with Sewage or Sludge. These sur- faces shall receive two coats of Inertol Standard. The surfaces to be so treated under this contract consist of the entire well in P. S. 1 and 2. Spray application will not be permitted. 4. Exposed Exterior Concrete Surfaces. No painting re- quired. TS- 18 ELECTRICAL WORK a. Scope of Work. It is required to provide the electrical facil- ities complete for two sewage pumping stations at Tigard, Oregon. b. Codes, Rules and Regulations. Unless otherwise specified herein all electrical equipm,_-nt, material and workmanship shall conform to the applicable current star lard rules, regulations and specifications of the National Electrical Code, National Electric Safety Code, Institute of Electrical and Electronic Engineers, National Electrical Manufacturer's Association, American Standards Association and state and local electri- cal codes. All materials and equipment unless otherwise approved shall bear the label of or be listed by the Underwriters' Laboratorv, Inc. or other such recognized testing agencies. Conflicts, if any, that may exist between any of the above standards, ruler and regulations will be resolved by the engineer. c. General. The work covered by this section of the specifica- tions consists of furnishing all plant, labor, equipment, apparatus and materials and of performing all operations necessary for the proper installation of electrical facilities in accordance with the plans and this and other sections of these specifications. The attention of the contrac- tor is called to other portions of these specifications which have to do with equipment requiring special electrical control and service TS- 10 connections. Where such equipment is required to be furnished and installed, the electrical service shall be provided whether or not spe- cifically called for in this section of the specifications, and such work shall be in accordance with the manufacturer's recommendations in a manner and quality consistent with the requirements herein specified. Defective equipment or equipment damaged in the course of installation or test shall be replaced or repaired in a manner as may be determined by the engineer. The contract drawings indicate the extent and general arrange- ment of the conduit and wiring systems. If any departures from the con- tract drawings are deemed necessary by the contractor, details of such departures and the reasons therefor shall be submitted to the engineer for approval. Failare to submit such information for approval prior to actual need shall not constitute reason for a time extension under this contract. The type of egv`pment used or the method of installation undertaken without prior approval shall be at the contractor's risk and may be ordered removed and replaced without additional cost to the owner. Unless otherwise indicated in writing by the engineer, the mate- rials to be furnished under this specification shall be new and the stand- ard products of manufacturers regularly engaged in the production of Such equipment and shall be of the manufacturers' latest design that complies with the specification requirements. All equipment used for similar duty shall be of the same manufacturer and of the same style. Within 30 days after the date of notice to proceed and before commencement of installation of any materials or equipment, the con- tractor shall submit to the engineer for approval a complete list, in six copies, of materials, fixtures, and equipment to be incorporated in the work. The list shall include catalog numbers, cuts, diagrams, drawings and such other descriptive data as may be required to deter- mine compliance with these specifications. No consideration will be given to partial lists submitted from time to time. Fabrication, ship- ment or installation of any item prior to approval shall be at the con- tractor's -isk. d. Grounding. The methods uses and the ground resistance obtained shall be in accordance with the requirements as prescribed in Article 250, of the National Electrical Code. The conduit system shall be grounded by using grounding type bushings and a bare copper wire of a size as required by the National Electrical Code. TS- 1 1 i The ground conductor shall connect to the main service equipment I and extend in conduit to a point at least five (5) feet outside of the building. One or more ground electrodes, 5/8" diameter by 8 feet long, shall be driven into the ground to a depth of one foot 'below the finished earth ele- vation. The number of ground electrodes used shall be the minimum that will meet the ground resistance requirements in accordance with the National Electrical Code or as shown on the drawings. The minimum separation between the ground electrodes shall be six feet. Bolted type comp:ression clamps, approved for use with grounding materials, shall be used to secure the ground conductor to the electrodes. e. Conduits and Fittings. All conduits shall be galvanized rigid I steel unless specifically indicated otherwise on the plans. The conduit system shall be of the same material throughout unless otherwise indi- cated. Minimum conduit sizes shall be as follows: Lighting and conven- ience outlets 1/2-inch; power, control, and underground conduits 3/4-inch. Conduit sizes smaller than those indicated on the plans or of other material shall not be installed without the approval of the engineer. Conduit sizes I not specifically designated shall be installed in accordance with the Na- tional Electrical Code requirements for new work or this section, which- ever is the larger size. Conduits shall be installed either exposed or concealed as noted and detailed on the drawings. Exposed conduits shall run parallel to or at right angles to the structure and shall be secured at intervals not exceeding six feet with approved types of one- or two-hole galvanized straps, bolting clamps, or as detailed on the drawings. Exposed conduit supports shall be in- stalled on poured concrete by expansion shields or power driven studs, on wood by wood screws minimum length one inch, on steel by welded studs or drilling anti tapping. Conduits concealed in poured concrete shall be rigid galvanized steel and so located that the minimum covering shall not be leas than two inches. Conduits installed in poured concrete small have v:i approved type expansion coupling when crossing a building expaiy0ion joint. All underground or earth buried conduits shall be 'buried a mini- mum of 24 inches below finished grade unless otherwise shown and shall slope to drain. All conduit couplings and other threaded joints of under- ground or earth buried conduits shall be painted with primer and covered with 2 - 1 /2-lap layers of Scotchrap #50 or #51 tape. The ,joint shall be first cleaned and then the primer and tape shall be applied over the joint. TS- 12 4 Taping shall be continuous and extend for a minimum distance of ten inches each side of the coupling or joint. The primer and tape shall be as manufactured by the 3M Co. Field-made bends and offsets shall be avoided whenever possible, but where necessary, shall be made with an approved hickey or conduit bending machine. All field-made bends and offsets shall be as permitted by the National Electrical Code for conduits carrying lead sheath cables. Cast metal fittings or boxes only shall be used in exposed conduit systems where conduit taps or wire splices are required to complete the wiring method in a neat and good workmanship like manner. The fittings shall be of the same material as the conduit unless otherwise specified. Ex- posed pressed steel boxes shall not be used on rigid conduit systems. Conduits shall be fastened to sheet metal boxee and enclosures with double lock-nuts and bushings. Insulated bushings shall be used as required by the National Electrical Code. Cut ends of conduits shall be reamed and threads shall be of the length required to properly seat in threaded hubs and couplings. Factory and field-made threads shall be wiped clean before assembly to insure good ground continuity. Running threads will not be permitted. All installed conduits and boxes shall be capped and openings blocked during construction to prevent the lodgement of dirt and other foreign mateiialin the condui' system. Conduits shall be swabbed clean and dry before any wires are installed. All spare conduits and conduit stubs shall be rapped with couplings and malleable iron plugs at their respective terminations. All motors and equipment that may vibrate, shake or move dur- ing their normal operation shall have a section of flexible conduit between the rigid conduit system and the connection pt-int. The flexible section shall be galvanized flexible steel conduit with a polyvinylchloride (P. V. C. ) jacket, "Sealtite" or approved equal. The connectors for the flexible con- duit shall be made so that a good ground continuity is maintained between the equipment, flexible conduit and the conduit system. The connectors for the flexible conduit with the P. V. C. jacket shall provide a watertight seal. f. Wireways. Wireways of the size shown on the drawings shall be furnished and installed in a neat and good workmanlike manner. The wireway shall be of code-gauge sheet metal, hinged cover or screw cover and have a hard baked enamel finish inside and out. All fittings and accessories necessary rj make a complete, continuous system shall be furnished and shall be of the same manufacture. Wireway couplings TS-13 I I or connectors shall be of the type that will open to allow laying ;r and not threading of the wire into the wireway. The wireway shall be con- structed , r use in a normally dry location and as a general purpose enclosure. . g. _Switches and Receptacles. Switches and receptacles shall be furnished as shown on the plans. h. Wiring. All. building wiring shall be installed according to the drawings and shall. be thermoplastic insulated (TW-THW) rated 600 V. , with copper conductors unless otherwise noted on the draw- ings. The minimum wire sizes used shall be #10 AWG for power circuits, #12 AWG for lighting and convenience outlet circuits, and #14 AWG for signal and control circuits. The wire sizes shown on the drawings are the minimum sizes permissible for their respective circuits and loads. The wiring shall be solid or stranded in accordance with the National Electrical Code, Article 310. Splicing will be P B permitted only in the lighting and convenience outlet circuits, all other power and control wires shall be continuous from terminal point to terminal point. The terminating of wires by soldering or by bending the bare end c: wire around a screw or threaded stud will not be permitted. All power and control wiring shall. be termi- nated in a standard manufactured mechanical compression type lug or I TS- 14 •,.�,,,v..�vr . �•tet r . r.. ,,,.r _., ._ ,._ .._. .r ,. _ ._. .. .. _ .. . . . . _. . .. .. •,.. I !rr i NOTE 51.1 A C K l_E M . J . PEND� ,.r• 'r rrQl i . .. _.__._.._...__ - 4 HOLES ---�---�-- ----� i A I'•J U WYE OR POUR CON IZ E T E N 3 w , 1) I - THRUST' I3LOCK5 A AIN . 8 G r _ 1NDISTI-IRB U T 4 THIOKOL BASE MATERIAL QJ -- _ _ pD EAk H . I P. 7T -.� / P. P .C. OK APPrtJVEG EQt!4L / „ -� �`� '' ., � � � -1 •- -' � � 1, ' � I ,-- g BLIND GR Z ST L. �� 1 ' � 1 , Y s • I 8"x4 `� M . J . - _ ..� ._9 -- - - �. P IaE .1 ` � � 4 ' �..w... ' _ ! I I. REDUCER u / - s 4" x 4"x 41 1 1 >fN tV +' Ql 1 J • � M. J. C-1. WYE I - - - -- - / __ 1 �� •', '; G12ouT r , I/4;, O P P E R TO I.P. A Z,A P T E R TAP FOR ! ; . P. x li4„ NYLON r�:J 5 H I N G cY - `1` h Ifrl i �� -, - - --- RU 4 x ! 2 t►0 H00K) HOUK"D R // i V <<�, .._.. w��.. __..��'._.'� •�C' -. ._..��. . jT.. �,,,- ?'�' 1 r 6 A'S K.E T , 1 r ANCHOR BOLTS CAST IN BAFFLE , SECUREC TO PIPE FRJM / -_- • ' ' r n ': h 7 r? - p " , :. r'� y r _ �, s _.O/c. ► WALL WITH II " PROJECTION o T �.."---- D E T A I C _�. } ,�" 3 „'� g �- IO GAGE GALVANiZSTEEL . WALL W1TN '/2" GALV. EXF: / \ EXIST. MANHOLE w • � - BAR 2 /g �, 4 M.J. C.I . 45 BEND B LTS . SEE DE A / / J 1A- HA LF SCA:_ E - 'P FAf3RI %CAT ON T T 1 /' + t GALVANIZE `NTIRE �L � I T ,; .� Tom'------ M. � `i - � i � I 4 TYPE L _OF , CONTIIIQUO'15 , \ i ` 2 _ 4 J. �. J ASSEM6 M COPPER LINE TO CON''R .�! I \ i� VAI.'; E BOXES I - 3 I , Y 1 w 04 PANEL . PROV! DE %" B, I. J ,�.... -- .. I r 2/? 2;2 PIPE SLEEVE ►N ROCF. - 1 y ' - �, f ` = _.�_.. 4-„ C. P. CD I�'1 � K �. ���_0 N C H H M , r P ' ! CAULk COFFER LINE ,. - .'`•, „ '. - - IzFLANGE: �• �• I CC M P 12 E S 5 1 ,3 N C H A M i R IN SLEEVE 7 _ 4" 5TY'LE 38 TROVE HEAC sER�►� D �_I �, ► �� _ -- _ _ __-- -- I R E j _ E i' CFL a:. - ---------.-- - ____ _ .. . -- - -- - - -- - _-• _...._.__.......-_.. I EICIST PO\HER POt E SUPPORT 1 j _ --1- --_ s c a L_E : 3" _ �'-a N w_ _ A F D E T A�► `-_.._A I/' I � -O SCA LEAW C gM PRES``!JN 'r • A�• �S" �', .�� c _ ORA►N , ALTERNATE PRECAST _ MECHANI .AL EXHA J_'T VENT, I ATOR CHAMBEK y ' f �'�. / ' { J /� I , ,Y , ROOF ABOVE / I C N Rr , c RING ` ' ,.� T ALTERNATE PRECA __ - a ' OREN _OCK " Y1=E J.1CI) - ; _ I_, D _;T CONCRETE-= �^ I ASTM C-47G- e1 T. ( v` WITH 81Ri SCREEN R! NG ASTM C -478- .0 , , � ' T3"CLEARANI` E - . � ,' T" PUMP M,1JTCr 1j, i SEE N�'E 2 -- `"'� SEE NOTE 2. �--- �' _1_ �_ 4 CSV. I �t If•! - T - - - 2 0 TO COMPRESS'101J PIPE / - ' 4 I-I I I J - , 4"C,v, s, / / 1 1 G E O N i DET. C ��•' o /' y� . ' I / THIS SIDc TO PUMP MOTOR �i c�' a 1 " COIL'SUFFICIENT CABLE TO NOTES I / I O \ h.� 3I4 9/4 EL. STA. I _ :3 S. NAE -E PUMPS TO QE LIFTED FIN.GR.ELE_V. FORMED STEEL \ I O F �,rj _A•. Imo'- ! •+ •: _ � st I . USE G" x 18 GA GALV. S-EEL WATER '� S , A. , 143.0 Nr O ROOF STA 1 137. 67 ✓ � � '=,�'� ! ��UT? r FC I / 1� I /v �' " ''1 I I L _ _ _ _ STA-tt2 142.67 STOPS AT ALL HDR! tiONTAL j / GRD_ WIZE d. --_. _._._ _.... _ - _ C \� r \ • �� I / / a j C 3"CL. I I I �.� CONSTRUCTION JOINTS. A a �� ` ` / --____ �-- - _ 7 \ '/ �....,_ • ._.. • 1 I p , CONTRACTOR SHALL. HAVE THE OPTION 1N '1 T ' `•c�- i O N - y,l � %.1 -�1 >< r-- __._._ . _.. _ _ 1 �_ \ S Ca�� LEAF GUTTER Ef� - _ 1, OF CON aTRUCTI NG THE PUMPI NCi \ � ( :O �- 1 TYPE , GALVANIZED 1 ;/ ' \i �` `�" � ' . J 'I "°".�'.• �" -.`� .� T�T,,I KELLEM'S SLACK a 1112"CL'� 1. I ,y 2 STATION WALLS OF POURED CONCRETE QPIT HATCH 2'-G"x ?_'-G". / \ + \ I I � _ , } ,, -\ ,P , , / \� / s< GRI . C2} --- _ I ji m "I C-'Q USI ,J�, 72 I .D. PRECAST CONCRETE DRILL FOR DRAINAGE 1 ; I �� / ! WADI DET ! ' ' \ RINGS A SH0WN . � TO WET PiT T G„� ALUM1NUM 5UCT!ON PIPE � P , fONI� �. -, ' LONG 5U5PE�� C , � , c� \ �Al)4`•< <t � HAT:H Ab"_.V ` \ / i / `/ j � ' DE rROM HOO � � I� I ! DE"-^K 3Y FLANGE BETWEEN ! J___. •1 EX { STftti'.� iaRO ►yD LEVE _ CURB ANC DE._'K .. DR I L� I j STA,7. 7N NO. I . 134. EXH , VEN'''R FLANGr F^t� /4 G t` Y. C IN - '''t �, � I _. I I -- _ S'a?'ON NO,". 139 . 5 _ `--- PIPE ANGERS AHEAD CETAi : AS AT _ „- C� '� __ OF CHECK VALVES A\ I.E.STA.1 _ 132.0 I -�, m 0 -_T1 J i 1.E.5 T A.2.135.3 4"C.1. PIPE P L f� -_ S T A T 13 _N PJ . 2 - ga p,-� SCA' E 3/4"'s'I,-ON... - 8"x 4" 1A . J. PRES UQE MAIN . - Sigx �Ir130LT ! I � � �' I► .-- - ,. " r, -- CONNECT I WITH STYLE R Q <J , PLAN �JTAT1( N N_Q, N , 1 ! i ! -�-� ! LADDER - 5TRI NGE25 2 X S�� BAR :,.I. +ZEDIJ :LR S 3 4 _ 1 p.. !" EXr AN51JP� I�. Sh.�? 1 CHE D0 12"OI.C. FOR N „ RJN I PUN D 3,� G5. ALL BARS # � 39 -Gc DRES ER Z �, SHIELD I VICTT'JL , SUP ►-OI�T , 4 SE Z x �g , '�E` DED 3" CL. FROM 10,_0 , � /�--.__ _ SCALE: � ,. � � FM STA . 0 + 00 �.. - , , f' S fr M. ... ►•� n,- BOT13 3 h1 << '' tom-'' `` ¢„x 4„x4�� ' 90" BEN : S I ! TO STRINGE25 . GALV. AFTER NOTE : PIPE FITTING; �,` '- 1" FAaRICATION . SEE DET, B AS IM A ;2 ` ' W N-_.. .._. M.J. C.1. `,'v Y E i, in 7'- 4" I tl M/�Ll_EAr3J..E - 1G.1. Dually 3.1 1 Plpt= I PROvIoC 2Co.FT(jA%w.1 d l (GALV.) Qp ` 0 _ qq J 'r EL I�RUUI\lU D2A1 N Z ETA ' L_ U a I I �' _: PLASTIC I H x_1 ,4" C� TU / I - -- - TUBINGw�CABLEi j 0 !. ( I BE "UPPOW-T � I * 1/ „ 1 r I A5 2EQp, FOR RIG IDITY ti i 5_ 2,2 CL. 9 i r FROM op BOTTOM h CJNCRz_ "'E SEWER PIPE i TO �i \\1 C TO 10"rrL ':"A . I � f2"'!' STA V! CTA'.) ! 1 PUMP MOTorz ``i SERVICE POLE Ir SNAP JOI NT� PRO: ECT ON ` �I I r 1, 11 :. i '�10 E ALL BAR: TO COMPR ES510U i �+ i i, - \ / \ 0• �, j PIPE _ - -Q� - i I HOJKED ( r i P I PI NG FOR 5 T A 7 1 . N No. 1 ' TO Fu MPMoTo2 �- �4 ro GRD. ROi� - F SAME AS AT STATION N O. Z „ ,.E. STA. i_ I _ ^.9 _ A L Q I / GRD. WIRE C E 5 ' I TA. Z_ "f i d , z / �_' p . r� j t* . 1 ± i �--- ._.. . p. -. , I I .:L..-_-.. • � I !' I �' �, _ - i •'` - / i \ 1 ,Q i I � l..._. � I I- _ �-- is 1` �, eJR.� \ �. - a \ Y ' • !(`= ' �____ EL- STA. I 122,5 15 E E 5 H E T F a R o ' lr - r - r / EL. STA. 19. 5 �jt ` J ' r •„ , O / VEN' k ,CAP VF- ; CY-t-ING C� IAtvRAM. I �. \�. :• i ° j L`.`. 1 �\ 7RcATED 4 x 4 �U�2�. ; I �, 'y , F' I' i NOTE : COMPRESSION 1` ATTACH ""%'1"2_ % I "� � � ;� _�J � I. N E � O � I ;._ CHAS � cR SHJWN .7i►� A.fi'_ . PER S':E4 MIS: . OPERA" ')K W.S. �_�- � ' i =� � , 1� � JF PROJ E C T 1 J :DTA'" I EL.122.0 STA"': EL.ICS,O,,. //�')\,�'' I I \ C J VE NT \' RDOF ABOVE !` '� , / j 5LlCT10N FILL �.JNCRETE y I / low'4, .' _ - WATER -B;:7 P �.O %�' d \ E! 5TA. I EL. 119.5 ,. \ : I ! In" CON SEWLk �. •o r `L * 0 E.W. -• ____ I - PIPE FRJM NEW t ., ',,t,.�..« ',f,• ,�t�'-.'� Q 1 �• E h► _ ' , � ' I "CL. �S- �'4' HOOPS RO� r F _ AI . STA 1 N NO. 1 'o MIL P01-Y ET -IYLENI �" - �I. 4 X E �• 1 .f w Ca 15 ATDJTEREtl0 �� eALE 3/4, z ( ,- 0„ B TTO M D ET A I L PLAN - S ' ATI ON N0. 1 S E C T I � N _ A --.-- , M _,. . L �4" II � Fz6 L�. 5CA1-E (/til ¢ 1 ,-Or S C ALE , 3)¢"_ 1 '-O 3 _ -;, " DESIGNED G.R.1d1, _-- APPROVED ,���-�.�.��._-� � - � �� � CITY OF TIGARD OREGON PUMPING STATIONS I a 2 SNFE1 - -- - - I: y-23-65 2 CHANGED MANHOLE TO HATCH NC ' d -_�. DRAWN H.C , L.•E.E_�_ SCALE A S SHOWt�1 DATI 9" L 3 G S 1 INC. C Oad"Ujag 09 9-14-GS ADDED MECHANIcA_L VENTILAT10N - Nc - INDUSTRIAL PARK SEWERAGE MECHANICAL a STRUCTURAL DETAILS 6 PORTLAND, OR6G(: N SEATTLE, WASHINGTON DATE�� NO. - T _ -REVISION - - BY CNFCKED G.t2, IvJ FILE �,$-P- 27^Q ( G ----- ------- WN �N4«MbN• Ch•r Lla,_'' �.:.ilFt:].AL F(ll., i .-,E::WF"R -- -._. ____. _ ------- --- ------ - -- -- - --- - __ -_. ___..... ..._._.__....__._ ... - ._.----- -- ....__ ____ -- --• --- -._..__.__. .---- - - -..___.__ ____. ._... ..- _ _.. .__._._._.__, t, 5 15 _ ' ! ... 1F _ .._w..w.r. ' 11/".1 yy' �.' ,. ' �... . .A, ,,,. "� .�` „ - '.. ... - •._ -?"_.. _ _ _ ___-_. wuY..rY11Y"-wMir.,_.,..,w. - ...,_...._..__..._._........ - _ , ,F .. ._ .. d 'I1 'I�IIIIf�i11111�I�111I1p11111'Yl�il� (1 I�11111+1(��ill h�lll�llllj'1�III�II(III�IIItII) IIIIIIIIIIIIC�(IIIIIIIIIIIIIIIIIIII'IlIl111IlIIIIl11111IlIIIIIIt111i1yIlI1I1IIIlI111I11iIlIII111 NOTE: IF THIS MICROFILMED 21 3 4 5 8 7 !g_ 9 DRAWING IS LESS CLEAR THAN THIS NOTICA 'TT IS DUE TO ` ,C y9"LITY OF THE ORIGINAL _ DRAWING. -- - - "^ OE 6Z 9Z a 6t SZ tZ EZ ZZ IN 0? 61 81 LI 91 S 1 1i 1 E 1 21 11 01 6 0 L 9 S� IP E Z 1 + . . '' ��U�IIIIIIII�unluu1ua111)I�111t�111�JI1�1111�I1N�1111�uuulH�ua�Apt�11�11IIIINI�UIIIIIu�llttllltl�ll�111IIIIIIIIIIIlIIuUI1111�111111eN�1t111111I�Mt111111�I11111Ht�11H�11N�II11�t111111I1I�I11111111�1111�I111�IWLId11WIW�llll�l�1111�11LI�111�1111�1111 - - '�Al JUN � +I�� i r 4 1 . I , .. .., .. ,... .,,... ,,. ,. re'M"..'�'r+M yf},*v.•'•.-. .-.. .... r •n,. ,.,,.•,•e_ _�, •tr .r . ,. u .. .. ir.r... .. .. . ,... Ij ,, .-APPLETON ' 'ISIOG FIX., '�JBX - 50L BOX , UVEfZNEAIa SErZVICE # VGL - I CL CLEAR GLOBE WITH � AT 2A►LROAU) IOfJ W BULB PUMPING SA T . ' L ONLY ' I 1 HIGHWATER �LARM LIC,NT' -4PEE PLTON JBX -50L. BOX , Z WELDED HUB VGL - I RE RED GLOBE, 2"WELDED t� 11001WGgU g URE WITH HUB L I F T I NG E Y E S N. N. 5CHEDULE I 4 . 100 A LUG 2 C. a" N0. I N C R ! PT ION / PAD 5 INSIDE I— PUMP W0.1 BREAKER + HIGH WMTER , SHIFT WIP.EWAY To dxd WIREWAY c i . •_�` j 2 PUMP N0,2 6REA �,ER r LT. F�XTORE I ACCOMObAT E 5Ef1V - " , ` I r_ 3;c C "C 3 LIGHTING B(�k A E R ���� ' ICE CONDITIOti 4 1K _! PUMP NO. 1 . I 50ABPISOA 3P 50AZP , I f i 5 PUM P N0, 2 �I l I I #t SIE ► LIGNTCORD ' 1 I I LIGHTING PANEL DANGER ' ' I F jI G N .» H AN G E'R I 'VOLTAGE 7 J P ALTEF NATO R MATERIA !_ 10 GA GN .-V. MFINISH FIRST COAT _ iNE RTO , JOr. 26. RUST �Ir' - 3/4C ' �2 ;; " { ai ; PENETR< T N G PRIMER 2Na. 3 RJ. COATS - RAMUC UTILITY REP p•L� , REpP•L� I W P RECEPT. BRYANT 38`:4 1 9. 4g �,..� # ENAMEL 3a5 GREEN E UNiJERGR�:UNC �Er<V- , �"� WITH APPLET,JN TYPE ` ! II ICE Flo PUMPING U v 30 1992 MALII Tr STA, tx1 �`t_* BONiTA H-o-A I H-o-A ( , M a FSC UNI LET # 7902 i I ' N ( I 20 ; 2"C TO METEI? I LT �/2C j ON POLE CRou�E - H - n00RS "rt` 0 z LAMP `;' . -� fr %i,C of 50A BUS fir---' LTG. PANEL. PLATED II z HAND LAtv; P- /4CL+ r C 7 ISA IP DOOR W/ QUBBE(7 GASKETTYPE EH4 IOa I - ! IVAULT LOCK. WITHWITH 2S' OF COR;; r _ 1 PPADLOCK HOLE AN, h10LDEt, HE.A0 -RUFF ,c5.3SPACE LJ��� CHRDMF_ : PLUG 2 PUMP' ALTERNATO ' WITH HIGH WATER I %4"C, 5 GOND ALARM CONTACT � ` :,ABLE SOA 5N I I f 1 I " _ N �4 CU TUL! fittings. Lighting and convenience outlet splices shall be compression type. Soldering will not be perma.tted. Lighting, convenience outlet and power circuit wiring shall be col- r coded. Control wiring shall be color coded using a different color for each wire. (No more than five colors shall be required. ) The color coding shall remain the same throughout the fob and the color of wire shall. be the Fame from the supply to the load terminals. All power and control wiring shall be identified wide permanent type markers at both the supply and load termination. All ,jumpers that cannot easily be traced shall be identified in accordance with the preceding require- ments. i. Lighting Fixtures. '..',e lighting fixtures as called for on the drawings shall be installed complete with lamps. j. Light.r,g Panels and Load Centers. Lighting panels and load centers ;hall be of the circuit breaker type and be of size and rating shown on the drawings. They shall be factory assembled, dead front with hinged door, flush locks, and a typewritten card director} on the door. The cabinets shall be galvanized code-gauge steel with a baked-on gray enamel, smooth finish. Wiring gutters at the top, bottcm and sides shall be not less than 4 inches wide. The circuit breakers shall be of the thermal-magnetic bolt-in type, quick-make, quick-break with trip indica- tion. Multiple pole circuit breakers shall be operated by one handle. Handle ties or any other means of ganging two or more handles will not be acceptable for multiple pole service. "Thin" or tandem breakers are not acceptable. k. Disconnect Devices. Disconnect devices shall be enclosed circuit breakers as shown and sized on the drawings. Enclosed circuit breakers, exclusive of motor circuits, shall be of the trin-free, molded case thermal-magnetic type with bolted type cable connections. Breakers for motor service shall be magnetic type only. The handle or operating mechanism for the circuit breaker shall be in the front of the enclosure with provisions for locking the handle in either the Closed or Open position. The enclosure for the circuit breaker shall be of the NEMA type shown on the drawings. 1. Motor Controllers. Magnetic motor starters for polyphase motors shall be of the across-the-line type with three melting alloy over- load relays. The starters shall be of the NEMA size and have the NEMA class enclosure as noted on the drawings. The starters shall be horse- power rated and be provided pilot lights, push buttons, selector TS- 15 switches, f"sed control circuit transformers, auxiliary contacts, micarta nainepla�es and ether auxiliaries as required by the drawings. The smallest size starter permissible shall be a NEMA Size I. The starters shall be as manufactured by the Allen-Bradley Co. , Square D Co. , Westinghouse, G. E. Co. , or approved equal. m. Combination Motor Starters. Combination motor starters shall be of the instantaneous magnetic circ•iit breaker type. (ITE-Type ETI. ) The circuit breaker and the magnetic starter shall be contained in one enclosure with the cover or door interlocxed with the circuit breaker operating rre^.hanism so that the circuit breaker must be in the 117)pen" position to permit opening of the door or cover. The circuit breaker and the magnetic starter shall be as specified under Disconnect Devices and Motor Controllers. The unit shall be factury assembled and wired to appropriately marked terminals. n. Electrical Cabinet. It is required that an electrical panel to house all electrical equipment be provided for each station. The panels shall be essentially as shown on the plans constructed of heavy gauge steel, welded construction, prime coated and covered with heavy enarnel paint for long maintenance free service. The unit shall be rigidly braced and provide suitable anchors to withstand vandal- ism. The assembly as shown on the plans shall be completely factory assembi-d and wired. The manufacturer may suggest other arrange- ments for app-.-oval so long as the total requirements are met and ample space is provided. o. 5•ewage Pump Control. The compression type sewage pump control shall be Healy-Ruff Company type RS-3 Roto-Trol or approved equal. The contractor shall furnish and install an 8-inch diameter co►npression pipe, 1 /4-inch copper tubing between the compression pipe and the con- trol unit (sloped to drain) and interconnecting control and alarm wiring. The 1/4-inch copper, Type L, soft temper, shall run continuously without intermediate joints and be wound in a helix at the compression chamber to allow a vertical adjustment of +1-foot from the elevation shown. The control. shall start one pump, then the other on rising stage; it shall stop the second pump on falling stage and then the first on time as the stage continues to fall. Cycling shall be as shown on the plans. TS- 16 A high water alarm contact for signal lame shall be provided. The con- trol snall electrically and automatically alternate the pumps. A .switch to by-pass the alternator in favor of either pump shall be provided. p. Service. Electrical - a new electrical service shall be fur- nished and installed for these facilities where shown on the plans. The service shall be 120/240 volts, 3 phase, 4 wire. Service shall include conduits, wires, weatherheads, fitting, meter sockets and other devices and fittings shown or required by the servin` agency. All serving agency charges fer providing such services shall be included in the contractor's base bid price. q. Testing and Clean-up. It is required that tests will be made as necessary to demonstrate that all. equipment and connections thereto have been properly installed and that the complete facility operates in accordance with its intended purpose and in strict compliance with manu- facturers' recommendations. The contractor shall notify the engineer when such tests are to be performed, giving a minimum of two (2) days n^tice and shall furnish all test equipment and a typewritten agenda of tests which he proposes to make. The engineer may require other tests without additional cost to the owner to assist him .in determining the quality of workmanship and adequacy of the installation. Should defects appear, such defects shall be corrected as di- rected by the engineer at the contractor's expense prior to final accept- ance. It is also required that prior to final acceptance all panels, switchgear, boxes and other electrical equipment and devices shall be cleaned and all deoris removed from the site. All lamps and other :terns shall be operable. TS- 19 FF'JCING The fencing shall be equal to Cyclone Safeguard Chain Fence as manufactured by the Cyclone Fence Company. The fence shall be 6 feet high with line posts spaced in accordance with the manufar,urer's recom- mendations. Special corner posts shall be provided. Double swing drive gates shall be provided as shown on the plans. All posts shall be set in concrete not less than 30 inches deep and of such horizontal cross- section as to provide a minimum cover of 3 inches on all sides of each post. Elevations of the top of the concrete shall be the same as the fin- ished grade. TS- 17 Minimum requirements for fence members are: Fabric: No. 9 Chain link wire, 72-inch, galvanized after weaving. Line Posts: H-section weighing 4. 1 lbs, per lineal foot. Terminal Posts: Corners, ends and pull, 4-inch OD, 5. 79 lbs per lineal foot. Gate: Frame, 2-inch OD, posts 3 1 /2-inch OD. Post Sparing: Ten foot maximum. Top Rails: 1 5/8-inch OD. All members hot dipped galvanized. TS- 18 I � � ISTANDARD TECHNICAL SPECIFICATIONS FOR CONCRETE AND REINFORCED CONC, E rE RC-01 GENERAL Concrete masonry shall consist of cement, aggregates, and water which shall conform to the requirements of these specifications and to the latest issue of the "Building Code Requirements for Reinforced Concrete. " (AC' 318). Reinforcement shall be used where required by the drawings or 1 specifications and such reinforcement shall conform to these specifications. RC-02 READY-MIX CONCRETE 1 All concrete pours over one-half cubic yard shall be ready-rrix concrete, unless approved by the engineer, and purchased from an approved plant regularly engaged in the production of concrete of the highest quality. ASTM C94 in conjunction with the requirements of these specifications will govern the control, manufacture and delivery of a ready-tnix concrete. No load of concrete shall exceed the rated capacity of the truck. RC-03 CONCRETE a. Designation. Concrete will be designated by its compressive strength (f'c) in pounds per square inch (psi) determined by tests of standard 6 x 12 inch cylinders made and tested in accordance with ASTM specifica- tions at 28 days. The ratio of sand to coarse aggregate in any mix and also the amount of water used shall be subject to approval of the engineer at all times and his orders concerning such proportioning shall be followed as exactly as practicable. The cement content in reinforced concrete shall not be less than five (5) bags (94 lb, ) per cubic yard of concrete in place for concrett•. in normally dry conditions and five and one half (5 1 /2) bags for unprotected concrete exposed to weather or wetting action of water. Where fill concrete :e specified or required by the engineer it shall have not less than three and one-half (3 1/2) bags of cement per cubic yard of concrete in place. b. Cement. Only Portland cement shall be used and it shall con- form to ASTM C150, Type Il. Type I may be used upon the appr,-)val of the engineer or if specified elsewhere in the specifications. c. Aggregate., Aggregates shall conform to ASTM C33 and shall consist of washed sand and gravel. No aggregate shall be used which after washing contains soft, friable, thin, flaky, elongated or laminated particles RC-01 totaling more than 31o; shale shall not exceed 1 1/27o. These percenV.ges shall be by weight and the aggregate amount of such deleterious materials shall not exceed 516 by weight. No aggregate shu,l contain organic mi.tter in excess of that permitted by ASTM C40. The engineer may require test- ing, of the aggregates proposed for use by thL contractor to insure their conformity to the above mentioned ASTM specifications. Unless specifically required by the plans or elsewhere in the specifications coarse aggregate shall range in size from 1 /4-inch to 1 1 /Z incl,-5 and fine aggregate shall consist of sand passing a 4-mesh `;o..P. Fine aggregate shall be will graded from coarse to fine-coarse particles predominating with not more than 676 passing a 100-mesh sieve and not more than 25% passing a 50-mesh sieve. d. Water. Mixing and curing water shall be reasonaLly clear and free from objectionable quantities of organic matter, alkali., acids, oil, silt and other deleterious substances. e. Admixtures. The use of admixtures will be allowed only by written permission of the engineer or if specified elsewhere in the speci- fications. Admixtures used will be considered only as a means of improv- ing workability of the concrete and facilitating placement, and in no case shall the cement content be reduced below the amount specified. Air entrained concrete shall have an air content of three (3) to five (5) per- cent. The air entraining admixtures shall conform to ASTM C260. f. Concrete Tests. Concrete will be tested for slump in accordance with ASTM 0;143 and this as a maximum must not exceed three and one-half (3 1 /2) inches. For the type of work identified the slump shall be within the range indicated below: Slump in Inches Maximum Minimurn Plair footings and substructures 3 1 Reinforced slabs 3 2 Reinforced Columns, beams and walls 3 1 /2 2 1 /2 Mass concrete, 3 ft. or more thick 2 1 Removal of over wet concrete or concrete that exceeds the above maximum slumps either before or after deposit in the forms may be required. Re- tempering of concrete which has partially hardened will not be permitted. The contractor shall provide a slump measuring mold. Concrete mixtures shall have the strength characteristics as specified on the plans or if not specified shall be of not less than 3000 psi compressive strength at 28 days. Where there is a total of more than RC-02 20 cubic yards of concrete in the work or where the local building code re- quires the contractor shall; under the direction of the engineer, take four test cylinders for each fifty (50) cubic yards of concrete placed (or major pour if less than fifty); two to be cured under job conditions and two in an approved commercial laboratory. Two cylinders shall be tested for com- pressive strength at 7 and two at 28 days. Making and curing the test cylinders shall conform to ASTM C31, testing to ASTM C39. Three copies of all test reports shall be furnished to the engineer. g. Placing Concrete. Concrete for structural members resting on ground shall be placed upon undisturbed clean surfaces, free from frost, ice, debris or water. Water in excavation or forms must be re- moved before concrete is deposited in them and no additional water shall be allowed to enter while concrete is being placed and thereafter for so long as may be necessary to prevent damage. If concrete is to be placed in or under water the specification covering such placement will appear on the plans or elsewhere in the specifications. Dry soil should be dampened before placing concrete upon it. Pervious soil shall be covered with six (6) Mil Polyethylene sheets to receive concrete. These sheets shall have a minimum lap of six (6) inches. Before mixing or transporting concrete, all equipment to be used for these operations shall be clean and before concrete is mixed ready for placing all debris must be removed from the places where it is to be deposited. Concrete placement in cold weather will be permitted only under conditions which shall meet the approval of the engineer and the concrete in place shall receive special protection. Salts, chemicals, or other foreign materials shall not be mixed with the concrete to prevent freezing, unless such use is authorized by the engineer in writing. Prior to placing concrete a schedule of pouring indicating all pour joints shall be given the engineer and shall receive his approval before concrete operations begin. When concreting operations have begun they shall be continuou. until all material of an appropriate unit of the structure has been placed. Suspension of operations for more than one and one-half hours will not be permitted during a continuous pour and this limit may be shortened on order by the engineer. Ali concrete shall be placed within 45 minutes after it is mixed, or if ready-mixed concrete is used, such concrete shall be placed within 45 minutes from the time the truck leaves the batching plant or from the time the concrete is actually mixed in transit-mix, trucks. Concrete shall be placed generally in horizontal layers not more than 12 inches thick except as otherwise specified. When a monolithic layer cannot be completed in one operation, it shall be terminated with a vertical bulkhead. Feathering out to less than six (6) inches will not be permitted. RC-03 sw� Where placing operations would involve the dropping of concrete through completed forms from heights of six (6) or more feet for plain concrete and of four (4) or more feet through installed reinforcement, concrete so placed shall be discharged into hoppers feeding intoflexible drop chutes. Encrustation of installed reinforcement by concrete spilled on it will be tolerated only for a length of time shorter than the Fncrustating concrete needs for drying out. Where conditions warrant this procedure may be altered by the engineer upon request of the contractor. Concrete shall be thoroughly compacted by the proper use of immersion type vibrators with a minimum of 7000 rpm when immersed, inserted vertically approximately 18 inches apart. The vibratoc shall protrude into the previously placed layer as deep as it goes by its own weight. The period of vibration at each point of insertion shall not be less than 5 seconds and by order of the engineer may be prolonged to up to 10 seconds. Puddling and spading with other suitable tools will be acceptable only for small quantities of secondary importance. In any case concrete shall be worked thoroughly around all imbedded items and into the corners of the forms. Clogging the for.-,is with excessive depth of concrete which may prevent proper compacl.ing must be avoided. Each layer of concrete is to be regarded as a unit of masonry to be laid and worked before the succeeding layer can be superimposed in the process of monolithic construction. Special attention must be given to the need for securing exposed surfaces which will not require patching after the forms are removed. The contractor shall at all times have an ample number of experienced placers, vibrator operators and one spare vibrator to insure a perfect and uniform contact between concrete and form boards. If necessary and permitted by the engineer.. holes may be made through the forms to permit proper and effective placing, di9tribution and compaction of the concrete. Suitable and safe runways must be provided for use while placing concrete. If the engineer believes that any temporary structure is unsatis- factory or unsafe, he shall have the right to order _ts removal or recon- struction but his failure to do so shall not relieve the contractor in any way from his obligations in these respects. h. Curing. Exposed surfaces of concrete, horizontal and verti- cal, shall be kept wet constantly for at least ten (10) days after being deposited unless otherwise specified on the drawings or as ordered by the engineer. Surfaces shall be covered with burlap or other blanketing material to retain the moisture during this period. In general the curing of concrete by the constant application of water is preferable but this shall not preclude the use of other surface treatments where conditions make it necessary or particularly desirable and in cases where the engineer's approval has been secured. RC-04 i. Forms. Forms may be of wood or metal and shall be built accurately to provide the shape, lines and dimensions required for the finished concrete. They shall be strongly braced and tied so as to main- tain their position, shape and tightness without bulging or becoming dis- placed during the process of placing concrete, and be designed to withstand the effects of vibration. if deformation shall occur at any point when con- crete is placed in a surface which will be exposed permanently in the finished structure, the concrete so disfigured shall be removed and/or refinished to the satisfaction of the engineer. Form lumber shall be of good quality, smoothly finished and free from defects that might injure the appearance of concrete formed against it. Except as noted below, all exterior surfaces of walls which will be exposed permanently when grading is completed and the structure fin- ished as required by the plans shall be formed against plywood not leso than 5/8-inch thick, or against thin plywood which may be used as a lining for more substantial forms. This requirement with respect to forms shall be applicable to s,irfaces which normally may be covered by water except that some such surfaces may be excluded specifically by the plans or else- where in the specifications. Whenever practicable, wall panels shall be formed by using one piece of plywood. Plywood used for forms shall be thor- oughly oiled or soaped to prevent raising of the grain when the surface becomes wet. For interior faces of circular walls tongue and groove lum- ber or lumber lined with plywood shall be used. Curved exteriors of walls may also be formed against well-matched narrow-width tongue and groove lumber if the contractor shall so desire and if the engineer shall approve as not detrimental to the appearance of the finished structure. Where surfaces are to be given a special 'inish which is not affected by the forms, one-inch boards of uniform •;.,idths S1S1E may be used for forms. All joints between adjacent pieces of form lumber shall be closely fitted so that lines in the concrete shall not be disagreeably evident where the boards have met. Care shall be taken to keep the grain of plywood in the same direction in adjacent pieces if to do otherwise might produce an unpleasing surface. Special treatment of forms shall be given attention if it is required by the plans or elsewhere in the specifications. Forms shall be thoroughly wetted just before placing concrete in them. No forms shall be removed until the concrete has the strength to resist all possibility of damage to it. Provide 1 /Z-inch 450 bevel at all inside and outside corners except where protected by steel edging. The use and removal of form ties, such as bolts, or other devices for holding the forms in place, shall be subject to approval by the engineer. Any such approval will have special reference to the effect of such use on the appearance of the finished structure and there must be definite assurance that form-tying will not have a detrimental effect. At all locations requiring RC-O5 1 I smooth forming, form ties which can be broken 1/2 inch back from the finished face shall be used. The engineer at any time shall have the right I to reject the method in use if in his opinion more satisf�.,;tory results can be obtained with some other device or procedure. In general, form ties of twisted wires will not be permitted and must not be attempted without first having secured the approval of the engineer. Forms shall be removed with care and where directed by the engineer, corners, etc., , protected. j. Removal of Forms. In the determination of the time for removal of forms, falsework and housing, consideration will be given to the weather and other conditions influencing the setting of concrete, curing and materials in the mix. In general the following periods, exclu- sive of days when the temperature is below 400F. , for removal of forms may be used as a guide subject to the approval of the engineer. Centering under beams 10- 14 days Floor slabs Walls 10- 14 days 12-24 hours Columns 1- 7 days Side of beams and other parts 12-24 hours k. Surface Finish. The appearance of all exposed concrete is of major importance. Forms shall have a minimum of joints and concrete shall be carefully placed and vibrated to obtain a smooth surface, free from gravel pockets, voids or segregation. While the concrete is still green voids and form tie pockets shall be packed with grout, joint projec- tions ground level, and surfaces then rubbed and sacked to a smooth even finish. This work shall begin within forty eight hours after removal of forms. 1. Inserts and Embedded Items. In cooperation with all trades and other contractors all inserts and fastening devices such as anchors, hangers, ties, bolts, conduits. water stops, nailing strips, etc. , and pipes shall be properly located and secured in position before concrete is placed. Special attention is called to the necessity for accurate placing of pipes. Where pipes pass through the structure they shall be cast in place unless permission is given by the engineer to do otherwise. When- ever these requirements interfere with the placement of reinforcing steel at indicated by the plans, the bars shall be spread and rearranged as directed by the engineer. M. Construction Joints. The location of construction joints not shown on the drawings shall be approved by the engineer. Prior to plac- ing new concrete against: any previously poured concrete, the latter shall be cleaned of all loose concrete, debris and laitance, thoroughly soaked and covered with a layer of grout. RC-06 n. Waterstops. Waterstops shall be of the kind specified and shall be instarled where shown on the plans or where leakage may occur. The following general requirements shall be met. 1. Steel Waterstops shall be of eighteen (1$) gage hot-dip galvanized sheet metal seven (7) inches in width and shall be spliced as shown on the plans. 2. Rubber Waterstcps shall be molded or extruded from a tread-type rubber compound. Special premolded intersection and/or transition pieces shall be furnished. Splices shall be vulcanized, rubber cemented into unions with pressure applied for not less than 15 minutes, or bolted between stainless steel plates using stainless steel bolts, all as approved by the engineer. 3. Polyvinylchloride (PVC) Waterstops shall have a mini- mum ultimate elongation of 375%n. PVC Waterstops shall be spliced in accordance with manufacturer's recommendations using thermostatically controlled heating elements. Special care must be taken in placing and compacting concrete around and particularly below waterstops. The engineer's approval of the waterstop to be used is required before purchase. o. Measurement. Unless otherwise provided in the contract the contractor shall furnish and place ready-mix concrete; furnish and place forms and care for all concrete and concrete work. The cost of all such work, including sprinkling and curing, cleaning, bonding, embedding permanent fixtures, roughening surfaces, removing laitance, finishing and any and all labor or materials, except reinforcement necessary to secure concrete in conformity with these specifications and the instruc- tions of the engineer shall be included in the price for concrete or in the price for units (or unit) of construction wherein concrete forms a part. Measurement. if a unit price is applicable, shall be the net volume of finished structure as built in accordance with the plans or the engineer's instructions. Concrete items for which payment is to be a lump sum for the complete unit shall include reinforcement steel and shall conform to the requirements of this section but measurements of the volume will not be made. RC-04 REINFORCEMENT STEEL Unless otherwise provided elsewhere in the specifications, all steel used for the reinforcement of concrete shall be furnished and placed in accordance with the following specifications. RC-07 a. Qualit . Steel bare shall conform to the basic requirements of ASTM A15 and deformations shall conform to ASTM A305. All bars shall be round, deformed, except No. 2 (1/411), Welded wire fabric or mesh shall conform to the requirements of ASTM A185. b. Placement. Reinforcement steel shall, be cut to length, bent and placed as required by the plans and the latest methods of practice approved by the Conc.ete Reinforcing Stee). Institute. Where splicing of reinforcing bars is permitted not less than 24-bar diameters shall be over- lapped unless pro- ided otherwise by the plans or elsew'.iere in the specifi- cations. Not m( re than every third bar may be splice2 '.n any vertical plane. Splices shall be offset against one another a minimum of 36 bar diameters unless shown otherwise on the plans. Reinforcing bare in slabs on ground ar.i infootings shall be supported on precast concrete 'blocks, spaced at intervals required by the size of reinforcement used and by the nature of th,, soil. c. P. yment. The contractor shall furnish the engineer with a detailed schedu, i of the location, sizes and weights of all reinforcement steel.. This sche,'ule shall be submitted to the engineer for approval before fabrication and sha'1 be subject to verification by the engineer before pay- ment will be made. Payments for reinforcement steel in place shall be according to the following schedule of weights where payments are to be made on a unit weight. basis; Number Size arid-Type. Section in sq. in. Weight in lb/ft. 2 1 /411 plain . 05 0. 167 3 3/8" deformed . 11 0. 376 4 1 /2" deformed 20 0. 668 5 5/8" deformed 31 1, 043 6 3/4" deformed 44 1. 502 7 7/8" deformed 60 2. 044 8 1 " deformed . 79 Z. 670 9 1" * deformed 1. 00 3. 400 10 1 1 /811 * deformed 1. 27 4. 303 11 l 1 /4" * deformed 1. 56 5. 313 * Bars 9, 10 and 11 have sectional areas equal to square bare of these dimensions,. RC-08 STANDARD TECHNICAL SPECIFICATIONS FOR SEWER WORK SW-01 GENERAL The specifications contained herein and in conjunction with the ap- plicable requirements of other parts of the specifications, the plans and addenda if issued, shall govern the character and quality of material, equipment and con- struction procedures for sewer work. SW-OZ RIGHT-OF- WAY The owner will provide the necessary right-of-way or easements for the work. Information regarding the width, status, and special conditions attached to right-of-way or easements can be obtained from the owner in advance of the date when bids are received; the contractor shall confine: his operations to the designated areas and observe all restrictions. Special occupancy and use cf the streets are subject to and limited by permit from the proper officials, which must be obtained before the streets are obstructed in any way. Reasonable occupancy and use will be supported by the engineer's certification if necessary. SW-03 SURVEY MONUMENTS AND PROPERTY CORNERS At various points throughout the work, excavation may be expected to disturb existing survey monuments and property corners. It shall be the respon- sibility of the contractor to locate and reference these markers ahead of his opera- tions and restore them properly and correctly all at no expense to the owner. The engineer will supply information relative to the approximate loca- tions of monuments and corners but final responsibility for location, referencing anal restoration shall rest with the contractor. SW 04 INTERFERENCES AND OBSTRUCTIONS The drawings show the location of existing sewers, water mains, and other utilities adjacent to the lines of sewer construction. These data have been compiled from the best available sources, but are to be used for informational purposes only and accuracy is not guaranteed. The contractor shall make excava- tions and borings ahead of his work where necessary to determine the exact loca- tion of underground pipes or other features which might interfere with construction. He shall support and protect pipes or other services where they cross the trench, and shall be responsible for all damages incidental to interruptions of service that SW-01 1 may be due to his operations. At certain places power, light, and telephone poles ' may interfere with excavation and the operation of the contractor's equipment. Neces- sary arrangements shall. be made with utility companies .for moving or maintaining such poles. The utility company affected by any such interferences shall be notified thereof so that the necessary moving or proper care of poles and appurtenances may have appropriate attention. If it is necessary for the contractor to incur expense because of such overhead utilitylines ' (other than those incidental to bracing of poles or the inconvenience of handling tools or equipment m the vicinity of such facilities, for which no extra payment will be allowed), he shall receive extra compensation therefor after such work has been ordered by the engineer in accordance with the standard provisions for ''extra work". Should the area in which construction takes place be served by rural mail I carrier service, the contractor shall cooperate with the mail service and temporarily install., in a convenient location, rural mail boxes which must be removed or blocked by construction operations. As soon as the work is completed all mail boxes re- moved shall be replaced undamaged in their original location. No extrapayment will be made for work incidental to removing, temporarily relocating and replacing I mailboxes. All costs resulting from any other interferences and obstructions, or the replacement of such, whether or not herein specifically mentioned shall be included and absorbed in the unit prices of his bid. 0S TRAFFIC MAINTENANCE AND PROTECTION The work shall be done under a program which shall have the approval of the engineer and create a minimum of interruption or inconvenience to pedestrian and vehicular traffic. "ill arrangements to care for such traffic shall be the con- tractor's responsibility and shall be made at his expense. Except with the special permission of the owner not more than one street intersection shall be closed to traffic at any one time. The contractor shall notify the police and fire department having ,jurisdiction of the closing and opening of streets. On streets where traffic is heavy the engineer may require the construction of two-way bridges of adequate design; they shall be provided with guard rails and shall be well lighted at all times. Detours as required by the engineer shall be surfaced with gravel or crushed rock and maintained in good condition. Detours for pedestrians shall not exceed one block in length, and foot bridges over the trenches shall be provided with adequate handrails. All work shall be carried on with due regard for safety to the public. Open trenches shall be provided with barricades of a type that can be seen at a reasonable distance, and at night they shall be distinctly indicated by adequately placed lights. Safety instructions received from the engineer or owner shall be SW-02 observed, but the following of such instructions shall in no way relieve the con- tractor of his responsibility or liability should any accident or loss occur as the -ult of his construction operations. All expense involved in the maintenance of traffic, detours, bridges, etc. , shall be borne by th,. cuntractor and the amount thereof shall be absorbed in the unit prices of his b.d. SW-06 PRIVATE, ROADS AND DRIVEWAYS Bridges at entrances to business properties where vehicular traffic is necessary shall be provided and maintained. they shall be adequate in width and strength for the service required. No private road or driveway may be closed without U,e approval of the engineer unless written authority has been givem-by the Uwtier whose property has been affected. AP expense invol•,red in providing for construction, maintenance, and use of private roads or driveways, f-tc. , shall be borne by the contractor and the amount thereuf absorbed in the unit prices of his bid. SW-07 COUNTY ROADS AND STATE HIGHWAYS Where a sewer is to be constructed wholly or partly upon the right-of- way of a County, Public Roac., or State Highway, the owner will procure from the prorer County or State official any right-of-way permit necessary for such work, but the ccntractor shall obtain all construction permits and pay all fees or charges and furnish a bond if necessary to insure that all requirements of the County or Stzte will be observed and the roadway and ditches restored to their original con- dit�on or one equally satisfactory. A copy of all permits shall be kept on the work for use nf the engineer and all requirements of County ani/or State authorities shall be as strictly observed as though they were fully stated herein. SW-08 RAILROAD UNDERCROSSINGS Whenever a sewer passes under a railroad or is on a railroad company right-of-way, the work to be done shall be subject to the approval of proper of.icials of the railroad involved. Plana and specifications wi:l be filed with the railroad concerned, prior to the gime of bidding but it is the responsibili*.y of the contractor , determine for himself at the time of bidding the requirements of the railroad with respect to maintaining traffic, amounts of insurance, and allow- able construction procedures. All costs due to the existence of the track and the requirements of the tailroads shall be covered by the price bid in the cuntractor's proposal. 1 I SW-03 SW-09 CLEARING AND GRUBBING The contractor shall do all clearing and grubbing necessary in the con- struction of the sewers and the cost thereof shall be absorbed in the uric prices of his bid, SW_ 10 CUTTING PAVEMENT, SIDEWALKS, CURBS AND GRAVEL SURFACT;S Pavement or other street surfaces shall. be cut only to the minimum width which will permit the proper excavation and bracing of the trench. Sidewalks generally shall be removed to regular lines and squares but, where practicable, re- moval may be avoided by tunneling. Where possible the cutting of curbs shall also be avoided by the use of tunnels. Where the '.lid prices provide payment for cutting and replacing pavement, sidewalks or curbs, if in order to minimize surface dis- turbance and traffic interference, the contractor elects to use the cut and tunnel method, he shall be allowed the same full measurement as though all material had been removed. Wherever old pavement is encountered, at any depth, below an existing wearing surface no extra payment will be made .for work .incidental to cutting or re- mo, al of such pavement. It is the responsibility of the contractor ;,o ascertain for himself the conditions which exist with regard to old pavements or wearing surfaces and all costs due to their existence shall be absorbed in the unit price of his bid. SW- 11 i 4NDSCAPED AREAS In any portion of the line crossing private property or landscaped areas, the contractor shall excavate the top soil separately, and pile it on the opposite side of the trench from the subsoil, and shall conduct ',iis work in a manner that will re- place original conditions as nearly as practicable. The contractor shall remove and replace any trees, shrubs, plants or sod that cannot be preserved by construction of short tunnels. All shrubs or plants shall be bailed by experienced men, carefully handled and kept watered, and re- placed it their original positions without damage. Sod shall be handled in a similar manner. Wherever it cannot be saved and restored, the ground must be reseeded and cared for until a stand of grass is re-established, all at the expense of the con- tractor. Plants or shrubs killed or destroyed must be paid for by the contractor. It is the intent of this paragraph that the contractor shall not meet unreasonable de- rnands of the property owners, but shall leave the surface and planting in substantially the same condition as before the work is undertaken. SW_ 12 TRENCH EXCAVATION a. General. The sewers shall be laid in continuous open trench except that, in special locations, short tunnels or the cut and tunnel method of SW-04 excavation may be used either under specific instructions of the engineer or at the insistence of the contractor with approval by the engineer. The engineer may zpquire the use of tunnels to pass obstructions or to minimize traffic inter- ference. The contractor shall not tear up a street or excavate any trench until he has on hand all lumber, pipe and other material, and all equipment necessary for the rapid completion of the sewer therein. Except with special permission from the engineer to do so, not more than five hundred (500) feet of trench shall be opened in advance of the completed sewer. Trenches shall be excavated to lines and grades as staked, with a maximum width at the top or crown of the pipe not to exceed the nominal inside diameter of the pipe plus 2 feet. In the event the contractor should over- excavate in width or depth he shall provitic select bedding (Class A or B) for the full length of the over-excavation all at no expense to the owner. The minimun-► trench width shall be adequate to permit proper lay- ing of p:rP and ma'l.ing joints and to allow for suitable inspection. Excavated material shall. be piled at the side of the trench where it will give the b,.;st protection for the work and minimize interference with traffic, Space shall be allowed for a man to walk and work between the edge of the trench and the toe of the slopes of the spoil piles. b. Classification of Excavation. Unless specified in the Special Provisions and/or indicated otherwise by the proposal, there will be no classi- fication of excavated materials and the term "excavation" shall include all materials excavated or removed regardless of the type. character, composi- tion or condition of the material so excavated, and shall further include all debris, junk, broken concrete and all. other materials within the excavation limits. c. Excavation Below (trade. If the bottom of the trench at grade is in unstable material, the engineer may order Cla-s A or B bedding and if extra depth of bedding is ordered, payment will, be made as specified in Section SW-27. Excavation below grade which is made inadvertently or without authority shall be restored to grade by backfilling with Class A or B bedding at the expense of the contractor. d. Wet Excavation. The trench at all tirnes shall be kept free from water and so facilitate fine grading, the proper laying and joining of pipe, and prevention of damage to completed joints. Adequate pumping equipment shall be provided to handle and dispose of the water without damage to adjacent property. Water in the trench shall not be allowed to flow through the pipe while construc- tion work is in progress unless special permission to do so has been given by the r I SW-05 engineer. An adequate screen shall be provided to prevent the entrance of ob- jectionable material into the sewer. The contractor shall ascertain to his own satisfaction the extent to which water may occur, the nature of the material in which it will appear, and the extent to which such occurrence of water shall affect his hid. All costs to the contractor for pumping or otherwise dewatering ti-e trench shall be absorbed in the unit prices of his bid. No extra of any nature will be allowed by reason of water found in the trench excavation or that may enter such excavation as run- off from storms. SW- 13 TUNNELS IN LIEU OF OPEN TRENCH The cut and tunnel method may be used only where ground conditions are favorable and approved by the engineer, The open cut between tunnels shall be not less than 10 feet long. Tunnels shall not be narrow,:r than the width of the trench, and shall allow at least two (2) feet of clearance over the top of the bells of the pipe at the midpoint between cuts from the roof slopes upwards there- from to tunnel ends at a rate of approximately three (3) inches per foot to facili- tate the proper placement of the backfill and inspection of the work. In no case shall a tunnel cover a wye branch unless specifically approved by the engineer. The trench bottom in tunnels must be accurately shaped and graded and methods shall be adopted to place and join pipes with results equivalent to those obtained in open trenches. Special tools must be provided and used to place and tamp back- fill, and the opening around and over the pipe must be completely filled with well- compacted material. If the nature of the excavated material is such that it cannot be readily compacted, the contractor shall, at his own expense, furnish and place bank-run sand or gravel in the tunnel backfill. SW- 14 BLASTING Excavation which requires the use of explosives shall be carried out in strict confo_mance to all local and state laws pertinent to this type of work. All shots shall be covered by suitable mats, backfilling and/or such other precautions as may be necessary for protection of life and property. The contractor shall be held responsible for all accidents and/or damages causerl by blasting operations. No blasting shall be carried on without an experi. nced supervisor and a representative of the engineer at each site where blasting is in progress. SW- 15 SHEETING AND BRACING The contractor shall furnish, place, and maintain such sheeting and bracing as may be required to support the sides of the trench and prevent any SW-06 w� movement therein which might damage or delay the work or cause injury to street surface or adjacent property, and as necessary to provide full safety for workmen and the public. If, in the opinion of the engineer, any timber- ing is inadequate, he may order additional supports which must be furnished and placed, but .compliance with such orders or failure of the engineer to give them shall not release the contractor from his responsibility in respect to the adequate maintenance of trenches. If necessary to preserve a suitable grade for the pipe, the trench shall be solid-sheeted with interlocking sheeting which shall be driven far enough below grade to prevent the inflow of material from outside the trench lines. Transverse bulkheads may also be required to pre- vent movement along the line of the trench. Unless expressly ordered by the engineer, the contractor shall re- move all timber from the trench before or during tht backfilling operations. If, in the opinion of the engineer, the safety of the street, sewer, public utilities, or private property requires that any portion of the timber be left in the trench, the engineer shall so order in writing, and shall designate particularly what timber shall be left in place. Sheeting left in the tre nrh shall be cut off about two feet below the surface of the ground. Lumber left in the trench on written order of the engineer, and only such, shall be paid for under the appropriate item of the contract price schedule. Any timbering left in tunnel shall be at the option of the contractor and no pay- ment will be made therefor. SW- 16 SEWER GRADE AND ALIGNMENT At intervals of not greater than fifty (50) feet the engineer will set grade hubs or other suitable markers on an offset line and shall furnish the contractor with their elevations and the corresponding sewer invert elevation at such points. Should the contractor or his employees cause or allow removal of stakes or marks, their replacement shall be at the contractor's expense. Wherever work is in progress, the contractor shall have instruments if required and other facilities for setting of batter boards or other construction guides from the line and grade stakes given by the engineer. He also shall have in his employ a man who is qualified to use such instruments and who shall have the duty and responsibility of placing and maintaining such construction guides. Such employee shall be available as an assistant to the engineer when he is called upon to give lines and grades where work is under way. Additional help for the engineer may be required and shall bo furnished upon request. When such assistance is re- quired and is requested by the engineer, it will be paid for under the terms of "extra work", The method of transferring grades from the offset hubs to the sewer pipe shall be subject to approval of the engineer. If batterboards are used, they 1 I SW-07 M +w shall be at least 111x4" supported on 2"x4" stakes or -pproved metal rods and shall be placed every 25 feet. At least 3 boards must be in place at any given time to facilitate checking of line and grade. Both line and grade shall be checked for each piece of pipe laid, except at tunnels where methods which are acceptable to the engineer shall be used to carry forward line and grade. SW- 17 SEWER PIPE a. Gen 2ral. Pipe used for sewers shall be of the type and strength designated on the plans, or in the proposal and to the extent therein specified or shown shall conform to the appropriate specifications in this section. Measure- ment for pavrr,ent shall be as defined in Section SW-27. b. Concrete and Clay Pipe. Where concrete or clay pipe is speci- fied it shall conform to the following applicable specifications: A. S. T. M. Spec. C200 for "Extra Strength Clay Pipe"; A. S. T. M. Spec. C14 for "Extra Strength Concrete Sewer Pipe"; A. S. T. M., Spec. C76 for "Reinforced Concrete Culvert, Storm Drain and Sewer Pipe" of the class specified elsewhere herein. c. Asbestos-Cement Pipe. (1) Non-pressure pipe. Where asbestos-cement non-pressure pipe is called for on the plans it shall conform to ASTM Specifi- cation C-428-59T. Class 1500 shall be used only where trench depth is less than twelve :eet and Clays 2400 shall be used where trench depth exceeds twelve feet unless higher class pipe is re- quired by the plans or specifications. (2) Pressure pipe. Where asbestos-ce ,gent pressure pipe is called for on the plans it shall conform to ASTM Specification C290- 59T All fittings shall be cast iron. d. _Cast Iron Fipe. All cast iron pipe shall conform to Federal Specification WW- P-421b and ASA Specification A21. 6 arid, unl.e9s otherwise designated, shall be Type II or Type 111, Class 150, cement-lined and seal coated. All fittings, unless otherwise specified. shall be short-body, mechanical- joint cast iron conforming to ASA Specifications A21. 10 and A21. 11. SW- 18 JOINTS FOR SEWER PIPE All sewer pipe, regardless of size and/or service, shall have a rubbei, gasket closure of a design specifically for the pipe being used. Rubber gaskets for jointing concrete sewer pipe shall be "O" ring or "D" ring SW-08 conforming to ASTM Specification C-443-60T. Rubber gaskets for asbestos- cement sewer pipe shall meet the requirement of ASTM Specification D- 1869- 61 T. S W- 19 PIPE LAYING All pipe shall be laid with Class C-Standard Bedding unless other- wise indicated on the plans or ordered by the engineer. Class A- Concrete Bedding and Class B-Special Bedding, if required, and Class C-Standard Bed- ding shall be installed as indicated on the plans. Measurement for payment shall be as defined in Section SW-27. With Class C-Standard Bedding, the pipe shall be supported for at least the bottom 90o and throughout its length (except for the minimum ai.ztance necessary at bell hole) by undisturbed trench material or by its equivalent which may be provided by tamped or water-settled material of suitable character in which the excavation is then made to secure the required support. The fine grading of the trench bottom to provide standard bedding shall be done by hand tools, using lines, straight edges. and templates to provide as uniform support for the pipe as reasonably can be obtained. The fine grading generally shall be done about ten feet ahead of the pipe laying, For bell and spigot pipe, the bell holes shall, be adequate to permit making the joint, but no larger that. neces- sary so that maximum support on undisturbed ground will be provided for the pipe. Each section of pipe shall be handled carefully and placed accurately; the spigot end shall. be insetted to the full. depth of the bell and properly supported to insure true alignment and an invert which is smooth and free from roughness or irregularity as nearly as this is practicable to attain. The endo of each pipe shall be checked for line and grade. When perfectly aligned, the pipe shall be supported by placing sufficient backfill material alongside and carefully tamping it into place. At the closi of a day's work the end of the pir,; shall be closed by a tight-fitting stopper. SW-20 BRANCHES Branches are defined as either Y's or T's. Branches shall be placed where indicated on the plans or ordered by the engineer. Before being lowered into the trench these fittings shall be inspected to see that they are sound and that the branch is properl;r formed. Wherever practical, branches shall be placed with an angle of approximately 450 upward from the horizontal. Where the corresponding house connection is not to be laid immediately, the branch shall be closed with a stopper of the same material as that of the pipe. The stopper shall be wired in place and the joint shall be of the same material as for the sewer. If any branch is placed when an inspector is not present, the foreman in charge shall place a stake and see that it is maintained to mark the location of such branch until the proper record has been made by the engineer or his inspector. SW-09 Branches on asbestos-cement pipe shall be manufactured specially for the pipe used. Where cast iron bolt-on branch connections are used, the pipe shall be cut and the branch connection bolted on with bronze bolts in accordance with instructions of the manufacturer. SW-21 HOUSE CONNECTIONS House connections, where required by the plans or ordered by the engineer, shall be of the size designated, and laid to the grade designated by the engineer. The house connection will be laid approximately to the property line. The terminus of the house connection shall be sealed with a stopper in a manner similar to that required for the branch. Bendb may be required to obtain the required elevation of the house service at its terminus. The terminus of the house connection shall be permanently marked by means of a 1" x 2" stake marked "Y" or "T" and driven into undisturbed ground immediately adjacent to the end of the trench and firmly attached to the house connection stopper by means of a galvanized wire. Inasmuch as the total 1:neal feet of sewe.- pipe required for house connections will not generally be known until the project is completed, the amount given in the proposal shall 1.e considered as a basis for comparison of kids only and any deletion or addition desired by the owner shall be pe:-- mittPd under the terms of these specifications and all payment m� de therefor shall be in accordance with the appropr:,ate unit price named in t? a proposal for the work. SW-22 CONNECTIONS TO EXISTI14G SEWERS Connections to existing sewers and structures shall be made in a workmanlike manner, they shall be tight and shall have smooth flow surfaces and curves. Payment will. be made for such connections according to the bid price ir. the appropriate item of the proposal and if there, is no specific item in ;he proposal to cover connections to existing sewers the cost thereof shall be absorbed in the various unit prices of +he bid. SW-23 MANHOLES AND CLEAN OUTS a. Ge�ieral. Standard inanholes shall be of the form and dimen- sions shown by the detail except that such minor modifications may be made as will meet the approval of the engineer. Should the contractor be equipped with special forms for making concrete manholes which may differ only slightly in pattern from those detailed, permission will be given to use such forms. However, in all cases cones with one flat side will be rec,uired. SW- 10 Monolithic concrete manholes may be used or manholes may be made with precaet rings of a type approved by the engineer. The resulting manhole shall be watertight and equal in quality for the service intended as monolithic concrete construction. The bottom of each manhole shall be care- fully formed, the curves of tributary sewers made as ez.sy as possible. All concrete shall be 3000 psi. When precast concrete rings are used, each ring shall be set in mortar. The jointb shall be completely p,-cked with mortar consisting of one part cement and two parts mason sand and of a consistency which will not run. The inside shall be troweled or rubbed smooth. The base shall be concrete poured to an elevation at least one inch higher than the top of the Irgest pipe. The manhole shall include genuine wrought iron steps as detailed on the plans. Payment for manholes will be as defined in Section SW-27. b. Drop Manholes. Where indicated on the plans, drop manholes shall be constructed. Extreme care shall be used in the backfilling of the trench and the drop to prevent breakage or 9eitlement of the riser and irilet pipe. c. Manhole Covers_. Frames and covers for manholes and similar appurtenances if they are to be used under street-traffic conditions shall be of cast-iron and suitable for heavy traffic. They shall conform in weight and dimensions to the general requirements of the plans and otherwise be equiva- lent to those commonly used in city streets where traffic may be heavy. Light weight, sidewalk type manhole covers and frames may be used where street traffic will not be encountered or where permitted by the plans. Contact sur- faces ')etw+ en frames and covers shall be machined to provide a uniform con- tact surface. Water-tight manhole frames and covers shall be used where called for on the plans or ordered by the engineer. The covers for traffic and suburban .nanholes shall not have more than two vent holes. d. C_ fear. Outs. Where indicated on the plans or ordered by the engineer, clean outs shall be constructed as detailed on the plans. The riser pipe shall be encased in concrete and shall be capped with a cover supported on the concrete encasement. SW-24 BACKFILLING backfilling around the pipe and for one foot above it shall be of earth, sand, or fine material, free from stones or hard lumps. It shall be carefully and thoroughly tamped in layers not exceeding six (6) inches deep so that the fill is fully compacted for the entire width of the trench. the re- mainder of the backfill shall then be water-settled by depositing the material SW- l 1 MENNEN in a trench partly filled with water, or jetting with water after backfilling, if the material is of a nature not capable of proper compaction with water, it shall be machine-tamped in layers not to exceed one foot in thickness. 3f none of the above methods are applicable, due to moisture or other conditions, the engineer may permit the use of random backfilli:Lg after com- pletion of precover. In this event the contractor will. be required to promptly place such bank run sand or gravel and/or crushed rock as necessary to mai+^- tain the-street surfacNs until resurfacing has been accomplished. Resurfacing will not be permitted where random backfill has been placed until sufficient time has been allowed for trench settlement. The maximum size of stone shall not exc,:ed twelve (12) inches in any dimension. Broken bituminous pavement will no . be permitted in the back- fill. In unimproved areas surplus material free of stones or foreign material derived from excavation shall be neatly piled in a ridge above the trench. In streets which are open to travel or in other improved areas the surplus material shall be. -hauled away as it is excavated and disposed of as the contractor, at his own expense, shall arrange. Any costs of hauling, moving, storing or rehandling material after excavation and prior to backfilling shall be borne by the contractor. Improper backfill operations or failure to follow the instructions of the engineer as to backfill procedures shall be justification for stopping the work. SW_25 BANK-RUN GRAVEL AND SAND Bank-r+in gravel for use in backfilling, when required by the en- gineer, shall come from approved sources. -t shall contain less than ten per cent material that would be retained on a screen with two (2)-inch round open- ings (one-half 1 /2)- inch where asbestos-cement pipe is used) and Screening may be required by the engineer to remove oversize rocks. It shall be well graded with at les.st sufficient fines to fill the voids and to facilitate compaction by the use of water. The use of well-graded sand in lieu of gravel for backfilling may be permitted in some instances. SW-26 REPLACING .PAVEMENTS, SIDEWALKS, ETC. Where hard surface pavement has been cut, the contractor shall either provide and maintain a temporary surface of gravel or maintain a plank surface across these cuts from the time the backfilling is done until the pave- ment is replaced. Plank shall not be less than three (3) inch material, shall be cut to fit, and be laid flush with the pavement surface on a thoroughly com- pacted bed of backfilled material. SW_ 1Z All pavement cuts shall be replaced with a minimum of two inches of asphaltic concrete unless otherxise specified. New materials shall be used and the finished repair shall be satisfactory to the engineer. In the case of gravel surfacing, the original material may be used if suitable for the purpose. It is the intention of these specifications that all roadways shall be restored to a satisfactory wearing surface. Any pavement or roadway surfacing not im- mediately over or adjacent to the trench, which is disturbed or damaged as the result of operations of the contractor shall be repaired or replaced by the con- tractor at his oven expense and to the satisfaction of the engineer. Sidewa.ks, curbing, pipe from street inlets, drains, and other existing improvements which are disturbed or damaged shall be replaced properly and in such manner as to serve as satisfactorily as in their original condition,.. If damage to existing facilities is not promptly repaired by the con- tractor, the owner may repair the damage and charge all costs to the contractor. The cutting and replacement of street surfacing shall be paid for in an amount which shall be based on the length actually cut along the centerline of the sewer. Payment for gravel or sand required as a base for the pavement shall be included in the unit price bid for the pavement. Sidewalk cutting and repair shall be paid for in the same manner, with additional allowances for squaring out the blocks if this is required. Payment for cutting and replacing curbs shall be the total length cut. If the trench crosses the curbing diagonally the measurement will also be the diagonal distance. Measurement for payment shall be as specified in Section SW-27. The contractor shall be responsible for the replaced pavement for a period of one (1) year and should it fail due to poor workmanship or materials or settlement of the backfill under the replaced pavement, he shall make repairs at his expense as required by the owner. SW-27 MEASUREMENT FOR PAYMENT a. Sewer Pipe. For all sizes of pipe, pL/ment shall be made on the basis of the horizontal distance for the various depths and classifications of pipe as shown in the proposal. The horizontal measurement shall apply for gradients up to S = 0. 2500 and shall be from center to center of manholes. For gradients greater than S = 0. 2500, the basis for payment shall be along the actual slope distance. The unit price shall include all excavation, pipe, installation, and backfill for Class C - Standard Bedding. b. House Service Pipe. House service pipe shall be measured from the center of the main sewer to its terminus and shall include the laying length of all bends or fittings. All special fittings shall be paid for as separate items as indicated in the proposal. SW- li e. Bedding. Class A and Clas 3 B Bedding shall be paid on a hori- zontal lineal foot basis and shall includ,, the additional excavation and select backfill material that exceeds Class C-Standard Bedding. f. Excavation and Bedding Below Class A or Class B Bedding. if the trench bottom is unstable below the depth required for Class A or Class B Bedding, the engineer may require additional excavation and select bedding material. The additional material shall be paid for on a cubic yard basis computed by multiplying together three quantities, namely: (1 ) the hor.izontul. length of trench to which the select bedding is added, (2) the pay width of the trench for the particular size of pipe being laid, the pay width being the nominal insiciL diameter of the pipe plus two feet, and (3) a constant depth below the limits of Class A or Class B Bedding as specified by the engineer for the particular section of trench. The unit price shall include the additional excavation. g. Select Backfill. If the engineer orders select backfill material to be plat!�d in the trench section, the basis of payment shall be on a cubic yard basis computed by multiplying together three quantities, namely: (1 ) the horizontal length of trench to which the select backfill is added, (2) the pay width of the trench, as defined above, and (3) a constant depth as specified by the engineer. The unit price shall include the removal of excess backfill material. h. Surfacing. (1) Asphaltic concrete surfacing shall meet the requirements of the local agency having jurisdiction. 'the unit price shall include the base course and leveling course of the depths indi- cated elsewhere in these specifications. The measurement for payment shall be per lineal foot along the trench when the pavement is placed for pipe sizes from 4-inch to 12-inch. Appropriate bid items for pipe larger than 12-inch will appear in the proposal or be defined els,!where in these specifications. (2) Gravel surfacing replacement where called for on the plans or in the proposal, shall be measured and payment made per lineal foot along the trench anri shall include the base course and leveling course of the depth indicated elsewhere in these specifications. SW- 14 s i, Manholes. (1) Type A standard manholes shall be measured and payment made based on the depth indicated in the proposal as standard depth plus extra payment on an excess depth basis. If a standard depth is not indicated in the proposal, the manhole shall be paid for as a completed unit. The unit price shall contain the concrete base, channel(s), barrel sections, steps, and frame and cover as a completed unit. (2) Drop manholes shall be paid as a:i additional unit to a Type A manhole. The addition shall include the additional concrete, fit- tings and steel reinforcement whenever the difference in the inverts of the sewers exceeds three feet. (3) Clean outs shall be paid for as a completed unit for the various sizes of pipes as indicated in the proposal and shall include the fittings, concrete encasement, frame and cover. SW-28 TESTS OF WORKMANSHIP Gravity Sewers. All pipe will be subjected to an infiltration and/or exfiltration test. In those areas which, in the opinion of the engineer, the water table is high enough during the period of sewer construction to subject the pipe to a satisfactory infiltration test it is not anticipated that an exfiltration gest will be required. Where in the opinion of the engineer an exfiltration test on pipe is necessary the pipe shall bre tested in the following manner and the contractor will be paid on a lineal foot basis under the appropriate bid item in the Proposal, which shall include water, retesting if necessary, and all other incidental costs. Pay- ment on this item shall be based on the length of main sewer tested and measure- ment for payment shall not include the length of any side sewers included in the test section. On completion of a section of sewer between manholes or otherwise the engineer will require that the ends be bulkheaded and the pipe subjected to a hydrostatic pressure produced by a hexad of water at a depth not to exceed 20 feet abcve the lower invert of the sewer under test at its higher end. Generally all testing is to be conducted after backfilling and prior to resurfacing and inso- far as possible after house connections are made. The lengths of house con- nections known to be included in the section under test shall be included in the computations to determine the allowable leakage for the test section. A minimum head of 4 feet of water above the invert at the upper end of the test section shall be maintained for a period of four (4) hours during which it will be presumed that full absorption of the pipe body has taken place and SW-15 thereafter for further period of one (1) hour for the actual test of leakage. i During this one hour period the measured loss shall not exceed the rate given in the following formula. E = 0. 005DL E = Allowable leakage in gallons per hour D = Nominal inside diameter of pipe in inches L = Length of pipe being tested in feet The above listed leakage rates will also be applied to infiltration from ground water and infiltration or exfil.tration in greater amounts than shown in the table will be cause for rejection of the sewer and all repairs necessary to meet these requirements and/or retesting will be at the expense of the con- tractor. In su ,mitting a proposal for this work the contractor agrees that the leakage allowances indicated above are fair and practicable and that he guarantees to secure these results. The maximum length of sewer for the above allowable leakage test shall be the distance between consecutive manholes. Any section of sewer be- tween any two manholes that does not meet the above requirements shall be re- jected and the contractor at his own expense shall make necessary repairs to the sewer to meet the requirements. SW-29 CLEAN UP a. General. During the time that the work is in progress the con- tractor shall make every effort to maintain the site in a neat and orderly con- dition, All refuse, broken pipe, excess fill :n3terial, cribbing, etc. , shall be removed as soon as practicable. Should the work not be maintained in a satisfactory condition the engineer may cause the work to stop until the ''clean- up'' portion of the work has been done to the satisfaction of the owner and/or engineer. b. Sewers. The contractor shall flush and clean all sewers. All sand, debris, mortar, and foreign material shall be removed from the sewers and manholes, prior to any testing or final inspection. c. Final Inspection. The work will not be considered completed or the final payment certificate issued until all rubbish, unused material or equipment shall have been removed and the premises left in a condition satis- factory to the owner and the engineer. SW- 16 FI.L-EN THOM Pen N,P.E. MAaVIV W RIJN VAN.f•.[, � alJN♦LfJ F RIES.P,E _L.OV❑ E FOOT,P M_ ooanOE TRAPP,A ,. ' INC. �on9ULfln9 fnyineerJ JAM!• A A CROM,P.E. l OIL•E RT a.MEIR E,P.F. w.RILD n RLE.PE. INVESTIGATIONS • R/PORTS • DISION AND SUPERVISION OF CONSTRUCTION HAR.-�LO R.Ml1RRAV.P.G. CARL R.W. TA-.P E. PORTLAND, OREGON SEATTLE, WASHINGTON HARV[Y W,1AVLO R.P F_. 63- P220- 14 September 9, 1965 REPLY TOI 5605 S.E. NILWAUKIE AVE. POST OPPIC w %OX 02201 PORTLAND, OREOON 97202 PHONE (503) 294.0721 Honorable Mayor and Council City of Tigard Tig�, -d, Oregon Re: Bonita Roa!! Industrial Area Sanitary Sewers Gentlemen: Enclosed herewith are plans a„d specifications for con- struction of sanitary sewers and sewage pumping systems to serve the Bonita Road industrial area. Thsse documents have been earlier submitted to the State Sanitary Authority for review an : forwarding to the U. S. Public Health Service. Pru.•ic ect these documents meet with your approval, we recommend adver- tising as soon as the U. S. P. H. S. has made its approval. Very truly yours, STEVENS & THOMPSON, INC. By Gi be rt R. Meigs GR M:lp Encls. Y NOTICE TO CONTRACTORS AND PART V WHICH CONTAINS THE PROPOSAL AND FORMS FOR CONSTRUCTION OF SANITARY SEWERS and SEWAGE PUMPING STATIONS For the City of TIGARD, OREGON APPROVM 5EF'. 10 19Q5 ttUtFU f0 CRWMIONS IN LETTEk U•1TC0 ________ ___ OPE N SIAIE SAMMY Y cMo r TT - -- 000 --- CITY --CITY COUNCIL Elvin G. Kyle, Mayor Floyd H. Bergmann Chester E. Klock, Sr. Darwin W. Shinn Edward A. Woodard --- 000 Monnie Andrews, City Recorder �V Charles Roney, Sewer Superintendent t' 1965 i �ERE0 PR0'rj- STEVENS & THOMPSON, INC. �5 0 'rte y 5505 S. E. Milwaukie Avenue Whirr P01101en Control 44 9 Oregnn Star Board of Health 4��' 1 P. O. Box 02201 p �,•�` Portland, Oregon 97202 F6) OREGON Ile �►� ��\ _____DNF____TEMP---PERM FOREWORD The documents and forms which appear herein or for which provi- sion is made, must be used in submitting proposals to construct Sanitary Sewers and Sewage Pumping Stations for the City of Tigard, Oregon, which is covered by the plans and specifications therefor. This Part V contains: (a) Notice to Contractors; (b) Proposal Forms; (c) Typical forms for f greement and. Performance mond, both of which are subject to change by the Attorney for the City. NOTICE TO CONTRACTORS For The Construction Of SANITARY SEWERS and SEWAGE PUMPING STATIONS For The CITY OF TIGARD WASHINGTON COUNTY, OREGON - -- 000 - -- Sealed proposals for furnishing all material, equipment, labor, and services of all kind for the construction of a Sanitary Severer System and Sewage Pumping Stations for the City of Tigard, Washington County, Oregon will be re- ceived at Tigard City Hall, 12420 S. W. Main Street, Tigard until 7:30 P. M. on the IIr_r day of C,e - �jt _ , 1965, and immediately thereafter said pro- posals will. be publicly opened and read. A contract will be awarded or bids will be rejected within forty-five (45) days after their opening. The project consists of approximately 2000 feet of gravity sewers, 4300 feet of pressure sewers and two sewage pumping stations. A tunnelled railroad crossing is included. The work is combined into one contract. Plans and specifications may be examined at the office of Stevens & Thompson, Inc. , Consulting Engineers, 5505 S. E. Milwaukie Avenue, P. O. Box 02201, Portland, Oregon 97202, or at Tigard City Hall. Prospective bidders must qualify as required by the Oregon Statutes. Pre- qualification blanks may be obtained frotn the engineers or the bidders may use the regular AGC form for such purpose. Copies of s,�id plans and specifications may be obtained upon application to the engineer accompanied by a deposit of $23. 00 for each set of plans and speci- fications, only $15. 00 of which will be refunde3 to those who return the plans and specifications in good condition within fifteen (15) days after the date when bids are received. All proposals must be submitted on the regular forms furnished with the specifications and each must be accompanied by cash, certified check, or bid bond in an amount not less than five per cent (5%) of the total bid. A corporate surety bond in the full amount of the contract will be required to guarantee its faithful performance. Nondiscrimination in employment. Bidders on this work will be required to comply with the President's Executive Order No. 1114 and the provisions of the Executive Order No. 10925, as included herein. The requirements for bidders and contractors under this order are explained in the specifications. The City of Tigard reserves the right to reject any or all bids, waive in- formalities, and/or to accept any bid which appears to serve the best interests of the owner. BY ORDER OF THE CITY COUNCIL Monnie Andrews, City Recorder PROPOSAL TO FURNISH ALL LABOP, TOOLS, EQUIPMENT, AND SERVICES RE- QUIRED FOR THE CONSTRUCTION OF SANITARY SEWER FACILITIES AND SEWAGE PUMPING STATIONS FOR THE CITY OF TIGARD, AS THE COM- PJ_,ETE SCHEDULE OF PRICES WILL INDICATE, ALL IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS THEREFOR, Name of Bidder Address To the Honorable Mayor and City Council City of Tigard Washington County, Oregon Gentlemen: This proposal. is submitted as an offer by the undersigned to enter into contract with the City of Tigard, hereinafter sometimes referred to as the Owner, for the furnishing of all materials, labor, tools, equipment, and services required for the construction of sewerage improvements for the City of Tigard as shown by those certain plans and specifications which are on file at the City Hall of Tigard, and which are a condition hereof with the same force and effect as though they were attached hereto. This offer is conditioned on the following declarations as to the acts, intentions, and understandings of the undersigned and the agreement of the City of Tigard to the terms and prices herein submitted: 1 . All of the specifications and the drawings which are listed therein have been examined by the undersigned and their terms and conditions are hereby ac- cepted. 2. Said drawings may be supplemented by additional drawings and speci- fications in explanation and elaboration thereof and if tney are not in conflict with those referred to in Paragraph 1 above they shall have the same force and effect as though they were not attached hereto and, when issued, they shall be accepted as contract documents. 3. The quantities stated in connection with the price schedule for the c rn- tract submitted herewith are approximate only and payment snail be made on the unit prices named for the actual quantities incorporated in the completed work. 63-P-220- 14 Proposal - page 1 Only those items for which estimates', quantities are given may be increased or decreased at the unit prices named. If there shall be an increase in the total payment for an item covered by a lump sum price, it shall be computed on a basis of Extra Work for which an increase in payment will have been earned, and if there be a decrease in a lump sum payment for any such item it shall be made only as the result of negotiation between the undersigned and the owner. 4. The under signed shall furnish the bonds required by the specifications, and comply with all laws of the State of Oregon which are pertinent to construction contracts of this character even though such laws may riot have been quoted or re- ferred to in the specifications. 5. The cash, certified check or bid bond arcornpanying this proposal shall be forfeited to the City of Tigard, to the extent of 576 of the amount of the bid in case this proposal is accepted by the owner, represented by the City Council, and the undersigned shall fail or refuse to execute the contract and furnish the per- formance bond. required by the specifications, all within the time limit named therein and in accordance with the provisions of this proposal and the plans and specifications which are a part hereof. 6. The contract is to be awarded to one contractor. The bid schedule has been separated into several parts solely for the purposes of facilitating determin- ation of Federal participation in financing the work and of suiting the kind of work being bid. 7. The undersigned submits the unit prices and lump sum prices set forth herein as those at which he (or they) will perform the work involved. The exten• sions in the column headed ''Total for Item'' are made for the sole purpose of facili- tating comparison of bids and if there are any discrepancies between the unit price3 and the total amounts shown, the unit prices shall govern. 8. All schedule items for which forms are provided here'n shall be com- pleted in full by the showing of a unit or lump sum price for each thereof. 9. Unit prices, with which are inclt.ded lump sums for combination items as herein named, shall br. used as the basis for computation of the total compensa- tion to be received by the undersigned, all in accordance with the completed schedule of prices as follows: 63-P-220-14 Proposal - page 2 CITY OF TIGARD, OREGON SCHEDULE ''A'' PRICES FOR SEWAGE COLLECTION SYSTEM Item Total Unit Total No. Item Unit Units Price Price 1 10-inch extra strength concrete sewer pipe, excavation and backfill complete; (a) 0'- 8' depth lin. ft. 590 $ $ (b) 8'- 10' " 450 $ $ (c) 10' -12' 730 $ $ 2 10-inch Class 2400 asbestos-cement sewer pipe, excavation and backfill c oinpletc. (a) 8'- 10' depth lin. ft. 70 (b) 10'- i2' " 40 $-- $ -- 3 10-inch asbestos-cement sewer pipe in casing pipe; lin. ft. 140 $ $ 4 16-inch steel casing pipe in place and reacy for carrier pipe; lin ft. 140 $ $ 5 4-inch concrete sewer pipe building service, excavation and backfill, complete with fittings and plugs lin. ft. 60 $ $ 6 6-inch concrete sewer pipe building service, excavation and backfill, complete with fittings and plugs lin. ft. 120 $ $ 7 Furnishing and placing 10"x4" concrete wyes or tee branches; each 4 $ $ 8 Furnishing and placing 10"x6" concrete wyes or tee branches; each 8 $ $ 9 Furnishing and placing manholes, standard depth 8'0'', complete; Type A w'.th standard frame & cover each 7 $ $ 63-P-220- 14 Proposal - nage 3 SCHEDULE ''A'' (CONT'D) Itet,- Total Unit Total No. Item Unit Units Price Price 10 Extra depth for manholes lin. ft. 14 $ $ 11 Installing stub-outs of the following pipe sizes; (a.) 10-inch each 1 $ $ (b) 8•-inch 3 $ $ 1Z Select Bedding Class B for 10'' pipe lin. ft. 1800 $ $ 1 3 Select Bedding Class B for extra depth cu. yd. 100 $ $ 14 Select Gravel Backfill cu. yd. 25 $� $ 15 Exfiltration testing for 10'' pipe lin. ft. 2020 $ $ 16 Cutting and replacing bituminous surfacing lin. ft. 1860 $ $ 17 Cutting and replacing gravel surfacing lin. ft. 100 $ $ 18 Seal coat sq. yd. 4200 $ $ 19 Lumber left in trench MBM 5 $ $ SUB-TOTAL BID PRICE FOR SCHEDULE ''A'' (Subject to correction if extf:nsion or addition is in error) $ 63-P-220-14 Proposal - page 4 CITY OF TIGARD, OREGON SCHEDULE "B" PRICES FOR SEWACE PUMPING SYSTEM Item Total Unit Total No. Item Unit Units Price Price 1 Furnishing and placing 8-inch, 10 ga. , C-202 and C-203 steel pressure pipe, including excavation and backfill and testing lin, ft. 4300 $ $ 2 Furnishing and placing Type D manl-)ole with frame and cover; each 1 $ $ 3 Additional excavation and select bedding material for Class B bedding cu. yd. 100 $ $ 4 Constructing Pumping Station No. 1 lump sum xxx xxx $ 5 Constructing Pumping Station No. 2 xxx xxx $ SUB-TOTAL BID PRICE FOR SCHEDULE "B" (Subject to correction if extension or addition is in error) $ TOTAL BID, SCHEDULE ''A'' PLUS B'' $ h ;-P-220- 14 Proposal - page 5 MR I SUPPLEMENTAL PRICES TO SCHEDULE "B" For additional Class 6 concrete in place the UNIT PRICE of Dollars, $ per cubic yard measured in place. For the deletion of Class 6 concrete in place the UNIT PRICE of Dollars, $ per cubic yard omitted from the work. For additional reinforcing steel in place the UNIT PRICE of Dollars, $ per pound in place. For the deletion of re�.nforcing steel the UNIT PRICE of Dollars, $ per pound omitted from the work. The following subcontractors will be used on this project: CONCRETE MECHANICAL ELECTRICAL In naming any of the above prices, it is understood that they include all iterns of material and work required to complete the contract in accordance with the plans and specifications. If any material, item, or service required by the plans and specifications has not been mentioned specifically among the various items of the above "Schedi.des of Prices" the same shall be furnished and placed with the under- standing that the full cost to the owner has been merged with the several prices named in the "Schedules of Prices 63-P-220- 14 Proposal - page 6 MM�04 10, The undersigned agrees that the ''Time of Completion'' shall be as defined in the specifications and that he will complete the work within 90 calendar days after ''Notice to Proceed'' has been issued by the owner, Firm Name of Bi&ler: Signature of Bidder: Official Title State of Incorporation, if Incorporated. Dated at This day of 1965 Acknowledgment of Addenda Addenda have been .•eceived. Signature of Bidder: 63-P-220-14 Proposal - page 7 AGREEMENT * THIS AGREEMENT, made and entered into this day of 19 by and between (the official name, form of or7anization, and address of Contractor - if partnership, name of partners) hereinafter called the "Contractor'' and (the official name, form of organi- hereinafter called the "Owner", zation, and address of Owner) WITNESSETH THAT: WHEREAS, Pursuant to the invitation of the Owner, extended through an officially published ''Notice to Contractors", the Contractor did in accord- ance therewith, on the day of 19 file with the Owner a proposal containing an offer which was invited by said notice; and WHEREAS, the Owner has heretofore determined that said offer was the lowest and best submitted: NOW, THEREFORE, IT IS AGREED: First: That the Contractor shall comply in every way with the re- quirements of those certain specifications entitled: _ (Official title of the specifications and a statement of the limits to which they apply) Second: That in consideration of faithful compliance with the terms and conditions of this agreement the Owner s'iall pay to the Contractor at the times and in the manner provided in said kipecifications the total sum of which sum is sul-je,.t (the basic contract price both in words and figures) however, to increase or decrease in such proportion as the quantities named in said proposal are so charged, aV.. as in said specifications and proposal provided. * Note; This fn orm is subject to change by the attorney or other persu authorized to represent. the Owner, Agreement - Page 1 Third: That the time of completi3n is (the number of days, the limiting date, or other provision which is consistent with the proposal) Fourth: That the contract documents which are hereby made a part of this agreement by actual attachment or by this reference thereto are as follows: . 1. The ''Notice to Contractors", being the invitation to submit a proposal; 2. The Specifications named above by title; 3. The Detailed Plans listed and described in said specifica- tions, together with those which may be issued as supplements thereof, and 4. The Proposal of the Contractor which was submitted on , 19 , the original or a conformed copy of which is hereto attached and marked "Exhibit A''. IN WITNESS WHEREOF, said Contractor and said Owner have caused this Agreement to be executed on the day and year first above written. Contractor By And Owner (Seal) By (Title) And__ (Title) Agreement - Page 2 2 ' T//" Dia. HOLES 1& 9" R. - PRECAST CONC. STANDARD 8 SOBURBAN ^�. .r 'r TOP SLAB COVERS ON4Y �. . r .r., Mi FRAME. 8 COVER' 2 S HOOPS --~� AS SPECIFIED l _- - _ -- -- - . . + • '--' , irw _ rte+ �23"010. I/= _.,...... F046M �RAQE_� .- . _ __-_- I Cl. o MORTAR � --------------------- 6" P I pe 6" �-�-- _--------- �- 0 4e"�a w CAST ,.: 5» - • o --- D. -- a iMn I i� 0 3" Min. CONCRETE RINGS " • , 23"Dia. + -Pi ► 23"Dia o - , c 23 010. '� �I. in i I -- K -_• -- -- - - ._ CLEAN OUT o PREGA��T CONC, I PRECAST CONC. ►. 4 'd�B 4 n'�!2 , PRECAST CONC.10 ► `` '— I • o ECCENTRIC CONE .' CCENTRIC CONC. MORTAR SECTION G-G FRAME COVER of ECCENTRIC CONE � ,° ORTAR a 3000 PSI -'GONG. BASE MORTAR �+ SECTION B-e MANHOLE FRAME 8 COVER • WYE BRANCH 1 48"Dia_ PRECAST S" 48"Dia. PRECAST ► LOU " _ _ `� 5 ,� 48"Dia. PRECAST 1 » CADMIUM PLATED STEEL BOLT j = CONCRETE RINGS , • ® � CONCRETE RINGS � � m B CONCRETE RINGS � a _�\, 05 EW r� GASKET '�rr1 STEPS ' S -- Q wII'I STEPS S % NM STEP. I _• _ _ _ _ \X y > i + ' �e - - - - - _- - i2" O/C , > I - '� I2" 0/C X12" 0/ C - _ _ I a ' UNDISTURBED � � 6 __ _ - C c - - _ WASHERS 1 SHELF SLOPE �_ 1 r EARTH - l- LOCKMI6 BAt� e � -- - .�� COTTER P!N " 1:12 Max. P 9 _ -- o - Min. _ • ' UNDIARTRBED� 9 Z 45BF'10 — 1 --Pi ° ' a VAR 1 S�. -- - - A Lo. . r Q � I.D. � �, /' �__..� ------- -�.— t VRI S w ' A - - - , - �; N o 900 BEND --- -- -- ; us ' 7rr �'�, cr OF 6' Mia. a _ W M 6" Min. > I ,� Iw p 8 C o t -1 _ _ i' -' _ /j , .� PLAN m �:' � , WATERTIGHT N1"HOLE S�P!E-E ION SECTION SECTION T w PE D MANHOLE TYA MANHOLE TYPE B MAId OLE 3000 PSI CONCRETE BASE TYPE MANHOLE SHALLOW FRI&ME Ek COVER .3000 PSI CONC. BASE .- STANDARD OUTSIDE OR INSIDE DROP OUTSIDE OR INSIDE DROP PC'UR AGAINST UNDISTURBED y EARTH UNLESS COMFACTEQ FRAME AND COVER SCHEDULE FILL IS REQUIRED BY THE DIMENSIONS IN INCHES LBS. WEIGHT ENGINEER. MANHOLE NOTES TYPE AR OPEM OVERALL DIA. C PTH RAME VER TOTAL .,► , , SHELF 6" AH;�n. I. LOWER 12" PRECAS) CONC. RING TO 8E SET INTO BASE 8 A 8 p TRENCH WIDTH ' 12"Max. LEVELE:D BEFORE GONC. IS SET. MORTAR JOINT TO INSURE ------r- a---- UNDISTURBED J \ BOND. STANDARD wN 23 31 3 10 240 140 2 "0 Plus Pipe I.D. EXIST. GRAVEL SURFACING \ � � EARTH ►•'► .. t� •► o �� • ►A ��/ - ------- - 2. ALLOW A MIN. OF 24 HOURS TO ELAPSE BEFORE PLACING SUBURBAN M•I 2.3 31 3 6 160 140 •' �• •� � •• • ► • • • - 3/4`-0 LEVELING COURSE PROVIDE a SECURELY _ - REMAINING RINGS 8 CONE. ��� p p D Q P P p "_ - :u' - - WATERTIGHT M•1 23 31 3 iO 240 160 D Db d b p 6 D tD Y _ + _ INSTALL GONG. PLUG W, •,,�. -�--�-----�. - " -� _ _ _ D p � P � I / 0 SUBBASE RUBBER RING GASKET. .11; I 3. SES' ALL RINGS 8 CONE Si8 NH FRAME IN / MORTAR 8 -` ° 2 CLEAN OUT 8 14 ----- 6 55 15 MORTAR ALL JOINTS INSIDE a OUTSIDE. \ THE LETTER T F THAN IN •I 1 TO '• � BLOCK PLUG SECURELY 4. ALL MH SECTIONS ShALL CONFORM TO ASTM SPEC. 478 '61'7. NOTES I. E LE E S , NO LESS N 2 SIZE,, S 8E �{, E << l<l/-.- �`�"� ;•; ,��` - CAST IN "THE TOP OF ALL COVERS. \� �•;. .�;.. � > •,' ; \ • • � m BACKFILL , • - �i . �.,� SAND 8 C 2. OLYMPIC WATERTIGHT tMi COVER No. 5791 OR EQUAL, MAY >� , , ' D BE USED AT THE DISCRETION OF THE ENGINEER IN AREAS % SASE WHERE THERE IS NO VEHICULAR TRAFFIC. SHELF COMPACTED BACKFILL � LENGTH AS INDICATED ON PLANS - » P r OR AS DIRECTED BY THE ENGR. - - -41w 12 Pie 12 PAY WIDTH O.D• 1500 PSI CONC. ski - 12" Pipe 12" / ' Pipe MANHOLE PLAN PAY WIDTH = HOOK STEPS BEHIND _ LD i -1-� REINFORCING STEEL �,- •. e - �': , �►' ;� �. ; .� .' : .�' Q BACKFILL MATERIAL • TYPICAL FOR TYPE A 8► Pipe LD. + SQ1r Y P ` ° %-- ��� — / THOROUGHLY JETTED TYPE D C SIMILAR EXCEPT DROPS FINISr RADE BACKFILL `; ►:. :,� •I ' Pipe 1500 PSI CONC. FOR PIPE CRADLE �< + a 4 BETA PE AN OUT FRAM 8 !• , _� w e a , '�;1 j '° A �: ': a, - '. _ CLE U E COVER AS SPECIFIED FINISH GRADE ► I• i .; ► ^ = a -- R, 1'. ' ' ' ••'''►. p.� TYPICAL GRAVEL SECTION -- _ . a a CLASS A 1' 1 - ConlcR E B�Do NG SET IW MORTAR �., + �� �N I '. i : , I IAj o '� .SECTION D-0 p __ TR_ENGN WIDTH .!� - ; , ' { ' r � P •, ! � / � a •! I Pie t2" 2'-0" Pius Pipe.. LQ, I 2 p CONCRETE ENCASEMENT Ex1ST BITUMINOUS SURFACING ELEVATION ` I.D. - - A.G. PAVEMENT 6 6 / o i . W SELECT MATERIAL PLACED B PAY WIDTH " I 1 • 1 1 v • �\ i I 0: ( 3" TOP STEP -,r_____�, ___ Min. I I Min: 1 1 1•' ONLY } < < _COMPACTED TO DEPTHS DETER- / » » ► • • •+ ... ,•.•••• .•••.-� . . ... ..o ► ....•....► 3/4 - LEVELING COURSE MINED BY FIELD CONDITIONS 8 12 Pipe 12 , P� t>, o, ,° ��A ° a = v e . ,`` •,'.',, I , •�,;. �: • . T ► S` 3" � 1 � APPROVED 8Y THE ENGR. � L0. d q, c ► b e 9 . �'� t a v a G D•' so 2"-0 SU®BASE . �• I ,•- >� SELECT COMPACTED SAHiO ,/ SELECT GRAVEL OR SANG BACK- OR GRAVEL BEDDING MATERIAL ;y ` ,yl, > ; �. COMPACTED •' ` I . . . /.�/ ELEVATION 3/ " E. Pipe_ ` lMATERIAL , I ;' 4 GENUINE --, FILL FROM E OF ' >>> ' f BACKFILL y r'' PIPE TO 12" ABOVE PIPE Pipe WROUGHT IRON I » PLACE 8 COMPACT AS DIRECTED -- » m 'SAND BACKFILL 18 TRENCH WIDTH IB �. BY THE ENGR. 4 BELOW PIPE ' r r , . Min. �. UNDISTURBED ::I' _ 1 ! I � BEDDING GLASS A.B OR C EARTH �.'� •: PAY WIDTH \ 4�• BEND -• ` ,,= a 1 • - __ CLASS B SELECT BED DI NG - , SELECTBACKFILL �� ,; EARTH PI��' .� , / COMPACTED BACKFILL USING l `<� � -=-- MATERIAL EXCAVATED FROM Pi /� W WYE BRANCH •.;...��;, `� 500 PSI ►• 6 Min. I �` / / TRENCH. PAY WIDTH UNDISTURBED 1'1D• a BACKFILL MATERIAL • CONC. ALL SIDES _ , _ _ f b.�i •. _. , c EARTH { �\ �' �. i o1 �- �,;� '' ; ` • N I . �� >,� Min. I " COMPACTED PR 2 / THOROUGHLY JETTED _ . .• •r, � , '�: �. i • _ r, � 2 CO C ED PRE-COVER 12" Pipe I � •`�; ABOVE PIPE, USING NATIVE p a MATERIAL EXCAVATED FROM I. - - ` - > _ — _ • ••r,� . � .,, TRENCH S FREE OF STONES,2000 j I GONG. PSI PLAN HARD LUMPS 8 ORGANIC PROVIDE 8 SECURELY f -- ---- �_�.ee. _ -- MATERIAE.. . .�• •. `. , , : .,.. .'"' INSTALL CONC. PLUG • W/ RUBBER RING GASI(TT. BEDDING - CLASS A, B 'OR C. MANHOLE. STEP + SHAPE BOTTOM OF TRENCH TYPICAL PAVEMENT SECTION PLAN ------'--- �; R� TO FIT PIPE 8 PROVIDE BELL HOLE , ' G,. F RESURFACI. NG DETAILS UT OFF WALL ORDINARY BACKFILL CLASS C STANDARD BEDDING CLEAN OUT C --�-�- �; SHIM DESIGNED APPROVE F GAR ORE • CITY T1 N a �b ' L DETAILS 6 DPAvw L.E.E. im _ ' SCALE NO SCALE OATS " r INC.INc. �i� E QU3T IAL (� RK ! SEWERAGE . : 1�.,. '. 1 r • _V . PORTLAND, Off'bOli f4AT?L6r'AfNINOTON a►Tc No. a S v 16 1 o N By CWGCKiD G3 'P. 22, 14C G 81 b +' �,._+ �, {i•. � i \ , ,Iy{ ` ' �. „` j'q� `'�'Z1 t A. 1.. Y t;%ir''�`'"t, i._ Y ✓,,,.. �� �• ;^,��., 'K.,{.a, u , r) Q w •rW1.w. .1 ..,.....,. -. +r. ... ,.•..._,.. -,....•./ 7n^"'•"`..,...,y,w.. ....,........'. er..rtw.-.-.. _. -».r..."+ w"'^'•.' "'^i.+*T�: .+ -Mrr�..1 ` " ""�'jm......... w. . :''a. •' _' -. - .._ - _ - ...+._ .•.er ...-w-yw.„ , ..•..-,...._........._... ..+....... ..«-.__ -.-- - _., . .i...rr�M.w,. w•.• _. - -_• Ir 111 III I�I I'II 111 111 .��I FII ,111. 111 I�IIII III 111 11111 1�1 II'1 III III III 11► ►) 11► 111 111 111 111 11► ►i1 ►II III III III III III III 1111111 1111111 11111I1 111111+'1111111 1 1 1 � ► � I � I I i l l l l � l l l � l h I�'j� 1 1 1 I 1 I 1 ) 1 I 1 I I I ,) I I NOTE : IF THIS MICROFILMED 10 I I I? DRAWING IS LESS CLEAR THAN THIS NOTICE; IT IS DUE TO THF QUALITY OF THE ORIGINAL - --- ----- DRAWING. OE F- 92 12 9Z SZ b2 E:2 22 12 02 61 81 LI 91 SI bl FI ZI 11 01 6I 1 6 L 9 5 b E 0 11IIIIIII111111111111111111111111111III ffill 1IIII11111111111fill 111111fill IId-II-III 111111111111111111111111111111IIIIIIIIIIII,I11111v111111!11)1111111,ill IIIIII IIIIIIIIII11111111111111111111111111i111111I1i►IIIIIj1II111,111,11111111111,NIII11I11111Wr1L1111111111111i111111„111►III�II111,11, • j4-1 �3 1992 TA BU I.ATION OF BIW - F). S. lord Mechanical SANITARY SE'A ERS & PUMPING STATIONS Kinnan F.ngineering Riverside Construe- Fuiten's Plumbinc M & S Construction Contractors CITY OF TIGARD, OREGON Co, tion Co. & Heating Co. Co, 4474 S. F. Milwaukic 1ti PC-ORE- 141 Carnas Valley, Ores. PO Box 2,044 1832 Pacific Avenue PO Boa 2207 Portland, Oregon Milwaukie, OreL-in Forest Grove, Oreg. Salem, Oregon Bids opened: 7:30 p, m. , October 11 , 1965 D SC I0, ' 1TO1 \ 1lit i: ' ' - _L. U �11U1I73 FRICL T )T � L, Ii, C'L! SCHEDULE '.'A" Sewage Collection System -- 1 10"_Concr.ew - Sewer .Pipe 4. 0 -0'-8' Depth r lii)Jt..__.,__-_3'90 5. 00 . �,.95_Q. 00 SQ. , b55,_fIQ_- __. _5._?9 }_ . 3,42.6._1D _.5. Q __ ���., 0.4._ 0. 20 35$a 0 5, 00 2, 450, 00 6, 0? , 2, 731, 50 6. 00 _ 2, 700, 00 7. 50 3. 375._00 _fib) 8'- 10' ."____ _ _-_. __ _ �� r_._ , __ 450 t, 3 . _ 2, 533. 50 338750 730 5-d1 ..zb.3. LO 6, 00 4, 380. 00 6. 53 . 4. 766. 90 . 50.j_-_61Z05y00._ 8., 75 ___ .._ -2 10" 6, 50 4,;5, 00 8. 00 560, 00 L). _ 8- 10' Depth lin. ft, 70 (� 454. 80 __5. 65 395, 50 t . 10 1 1". UO __. 1 ' _.----�b5. 6Q.. _.6. 25 . .. 250.,00 UO .(x_.10- l 40 ___...�.6.4� t__._.280. OU -9, 00 - _ 360•_00 '�. 25 _ --370 8. 00 3 10 AC Sewer Pi2e in Ca sing lin, ft, 140 3,.10 t--,-- 3�, OQ 5 00: 448 00 5. 00 700. 00 } �� - - , X00. OU 3. 20 _ , . _.._ - ._ I 16" Casing _ lin, ft, 140 28. 13 3 _938. 40 _._ 25. 00 3, 500. 00 26, 50� 3,7.10. 00 31, 00 i 4, 340, 0_0 24, 00 3 080. 0 - _. ---. r 5. 50 T 330. 00-' 3. 50 ' - L 10. 00 �� 4. R0 240, 00 2, 50 4 . - ._-_150,_09_ 4 CSP lin, ft. 60 . _4,_3,3 25.9,_$Q- ___ , --- r _._____ _ --r--•-- - - - - --. __-___�. _._...� _ •.--- -...4,80. 00 _6._ 6"-CSP - '!_ . _- . lin. ft. 120 4 4..50 ; 540. 00 360. Q0. _ _ __ �k. 00 69. 552. .QQ _ . . 3. 00 r.- -6,.00 720, ot►� ?_---- -- --- 16. 00 ____ 64 00 t 5, 00 ' 60. 00 7 10" x 4' Y's or T's each 4 20. .19 80. 76 _1.2. 50 50. 00.__- . __-__1$. QQ:__.-_-7.2. QQ-- ---4•__._-- _.._ •__ ..1 Y's or T's - - - each 8_ 20. 1 - + 161._..52_ 20. 00 160. OU l 6. 00 128. 00 14, 00 1 12. Ota 18. 00 !44. 00 _ 0. .__ _._ _ _.�.- _ _ . 50 450 00 - 1 260: 00 1 , 820, 00 285 00 2_50, 00 1 750, 00� 9 7'yPe A Manholes __... . _ , each 7_-26.3. 50 ___ -8 44 58 _ __� _ - -- _ ,245,_OQ -_ L_ _ • _ 00 2 _ 3 - " --- - 28. 00 392, 00 26, 00 364, 00 24. 00 336. 60 10 Extra depth for Manholes lin, ft, 14 - _ 1875 26..,•_50 . _ _ _ _^_ •_ - ___•+-______ .. .. _ 20 00 �» �-_- 280. 00-,- p 11 Stubouts _ _ __--__ __ _ _ ._. - _-__ ._.-___.__.-._.__,•_____-._ _----.___ __ __.______ ._ ;- _ 50 UO 50. 00 (a) . 10" _ each --1 - --15� -25. (0 _ -25. 00. _. 16, 00 _ 16._QSZ. 30. 00 30. 00_. • - - __. _ _.. -_ - - -40_00 ,- 120. 00 �1)) 8" each 3 15 0 45, 00 20 00 60. 00 . _..1�. 99., _ ____ 4$._QSL 25� _7�.-44 l ___._. ... - _ _ 0. 40 720. 00 0, 20 3GO. 00 0.,.60 ' 11080 00 0. 40 ' 720, 00 12 Class 8_Bec.cling. _-__- __-- - _. .lin. ft. 1 800 _ . 48 864, O8 t_ . . _ _ _._ . .. _ . _ _ _. _-- . • _ __..�_.. _--- . . _.-- 4, 04 . 400. 00 4, 00 _400, 00 6 00 6 0 00 13 Class B Bedding .._.__-_.._.__. cu. yd., •___. 1U0. _ 3. 75 375,_,0.0 __-- -- -_ __- _--_._..z 9 , _ .._ j -- -- ------'- - -- -- 4. 00 400• 14 Gravel Backfill cu, d. 25 3. 13-t-^ 7825 6, 00 150. 00 4. -OQ �- 100 00 4,-50� �_ 114. 50_ 5. 00� 125• CO -- - ---- _ - -Y - - -_--. .._ _.. - _._ -._._.�_ _ t- 15 �Testin 10" Pi _e lin, ft, 2020 1 0 ,. 0, 20 404. 00 1.5 3Q3 t).Q __ _0. 3�.� 30.3, QU 0, 25 _- 505._00 is_.--__P_ _ _ --. _ ,. • 1. 00 , 1 , 860. 00 16 Cutting & re lacir. Blackto lin. ft. 1860 _ 1, 44 2 678.,- Q_ _ __._3. 00* - 5, 580. 00 2, 00 3 .7.20, 00 3, d0_ _ 5, 580, 001. _,Y w__ _ 8 . p_ _ _E a _Lr_ ____. 1. 00 • 100. 00 1. 00 100. 00, _. 0 40 40. 00 1, 00 100. 0 17 Cutting&_replacing Gravel ----.-._- lin. ft. 100 -_� 63 63. 00 _-� .�..__ ._ _ �-----�._ ._ . . ._ _ _ � ..__ ._. _ 18 Seal Coat s �d 4200 30 1 260. 00. 0. 20 840. 00 0,.45 ;_,_-•1, 890,QC? 0.. 2Q 840. 00 - -- --- __-- - -- _ .- --- _ - �_ 9 }-- . - -_. . - - --___�.___ __.._.-__ ._. - __._., 45_ t__ 1� 890. 00. __ _ _ - +-_ _.__-0 19 Lumber in Trench MBM 5 12. 50 62, 50- 1Q• 00 50, 00 _ Q, QO 25�,pQ_ _-__35, 00 ______ 1Z5, 00_ r 100. 00 • 50 . OU 20 _. ._Temporary Pumping. _ . _ • 1, S. xxx. 262. 50 _ 262, 50 -xxx�p 11200. 00 xxx . �. -_ _349..Q0_ -_xxx -5-00. QR Total for Schedule "A" -.' -- ______ _--.23,._9.(2. 63 26 813. 50 _�b,372..50 _ __ _31,.455. 50 26, 846. 50 t ,.. SCHEDULE "B" }-- --- ----- - ----- r_ Se..awe_Pumping stem ---� - Pressure Pipe lin, ft! 4300 5 _ 15-,.050, 00___ 4. 62 • 19, 866. 00 3, $0 _.__16, 340 0 5, 30 _- 22. 790. 00 r------ --- - 300. 00 300, 00 2 Type D Manhole • each 1 _2.4_1,.2 __.__241. 25_ 225, 00 225,00 385, 00 . 385. 00 200. 00 20.000 3 Class B Bedding cu. yd. - 100 - 3 75 __ . 375, 00 _ 5. 00 � 500. 00 2. 50 250, 00 6. 00 : 600. 00 _ _ _ , . . . . x •k QO 400. 0 _ .. _ .. 4 Pum in Station No. 1 • 1, S. xxx _ _� - - _8_6.96 8$ ____ 1.0, 300, 00 _xxx 8, 151. 00 xxx 1 1,.000. 00 xx 11 , 500, 00 _I? g. __._ - _ _... 1- - x . -- , 5 Pumping Station No. 2 1, s. xxx 8. 625, 0Q._ _ _9, 900,_00 xXX 7, 851 . 00 I \xx 12,.500. 00 xx 10, 500. 00 45 ,_ Total for Schedule "B' _33, 203. 13 35, 545. 00 36, 503. 00 40, 640. 00 ,490 t , f t 1 , t __.___�_..__..._.._..._ --- - - . . ♦. I I - - ._ .._..__.�..._...___. ---- - - _ -.. _ 1 _ } F- f - - : - _ i STCVF.Nh & THOMPSON, INC. TOTAL BASE BID PRIC:! 57, 165. ; 6 62, 358. 50 62, 875. 50 72, 095, 50 ' 72, 336. 50 55()5 S. F. Mi1N aukie Avenov for 8" A. C. i n lieu Did not bid P. O• Box 0 '. 01 1ND(JST'R1N)L_ �'WF?k.� SEWEFr of 8" Steel force main ` Item 20, Schedu.lu \ rc !u -1 972c ' I���rtlrsnd• O }_ (� nE 1 �; $3, 40/lin. foot. 4 .. '. .•'...,;,, :. . ... ,. .:. ,. . , _._..__ .........-•w_ t.,.A.•M"-"t. - MiM.^- :i 4 9C M1M!/ '1�'� - .vM1r.-s�_J'Y.. a .-_. ...,.Yti :,J 4,u ..,:,.!-»,.-.,.. ..r},.... »...•a, s,rral.v.-.:..r ,.: .'[. �wYp,.. ,.A1 .v.. itx.rplld: � . u .a - . - .�_- _ -� , '•. I . f fir.• � I A,aw� 1 ! w` l�II III 1 1 111 111'* 1t' 119'y 1 11�L1 III lil ) I �I r II 1 I�I 111 II�I�1 I� III 1II I�I r�l 111 I�) III III III III !II SII III III II1 III III fly III III�III 1�� Itl X11 J + - r l ( I , il �i ' i 1 � 1 1I1 1 1 j �jII j ( I I I I I I I J I i l l l 1 1 I I I I I I ` 2 3 4 5 _ 6 7 8 9 _ 41D _ r i • - 12 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOT ICEi t--IT IS DILE TO THE QUALITY OF THE ORIGINAL -.--- ---- - w `DRAWING, OE �t Q2 LZ til SZ bZ t:Z ZZ IZ OZ of 81 L I 91 SIII bIl E I Z I 11 01 � 0 L 11 S b E Z I �,-�,- d1II111111111i1111111111nUI�111iuUlIII�1111u111111rr11111itulluulllullltl�l111IiIi1IlIIUII�f�lllrittlllll�lillllllllldll1111111�1lIlIH ti1111111IIIII1111lIIIIIIIIIItllllldltr111111�l� Illllllllilllllllllillhl)� 'ILII�I:�IuhuWWlllll - _ _ 3a JUNE � �� PERFORMANCE BOND* KNOW ALL MEN BY THESE PRESENTS, That we, _ (the offic).al name, form of orgeLnization, and address of the Contractor and, if part- as Principal, and nership, name of ]partners) (the name and address of a corporation, duly authorized to do a general the surety) surety business in the State of as Surety, are jointly and severally held and bound unto in (the name and address of the Owner) the sum of (the basic contract price, both in words and figures) for the payment of which we jointly and severally bind ourselves, o'zr heirs, executors, administrators, successors, and assir-• a, firmly by these pre- sents. THE CONDITION OF THIS BOND IS SUCH THAT WHEREAS , thL principal herein (name of the Contractor) on the day of , 19 entered into a contract with the Obligee herein, which contract (official name of Owner) consists of (list of the Contract Dncuments as named in the contra, including the contract itself) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - *Note : This form is subject to the approval or change by the attorney or other person authorized to represent the Owner. Performance Bond - Page 1 all as hereto attacb;;d az.d made a part hereof, whereby said Princiunder. takes to do all boor, furnish all plant and equipment, and furnish all material, in acco_- lance with all the terms and conditions set forth in said Contract Docu- merits; and. >>romptly to make payment for all labor, services, and material and pay sums ('.ue the State of _ for industrial accident insurance; and to save harmless the Obligee from any clairns for damages or injury to property or persons arising by reason of said work, as set out more fullyin said Contract Documents; and to do and perform all things in said Contract Documents require3, in the time ani manner and under the terms and conditions therein set forth; and in conformity with all laws, state and national, applicable thereto. NOW, THEREFORE, if said Principal herein shall promptly pay all persons fLrnishing labor, services, material or insurance to said Principal, or to his subcontractors, or to their assigns, on or about said work; and shall save harmless the Obligee, its officers and agents, from all claims therefor, or from any claim fo: damages or injury to property or persons arising by reason of said work; and shall in the time and manner,and under the terms and conditions pres- cribed, well and faithfully do, perform, and furnish all matters and things as by them in said contract undertaken, and as by law, state and national prescribed, then this obligation shall be void; but otherwise it shall remain in full force and effect. PROVIDED, HOWEVER, that this bond is subject to the following further conditions: (a) Al' material men, and all persons who shall supply such laborers, mechanics or subcontractors with material, supplies or provisions for carrying on such work, shall have a direct right of action against the Principal and Surety on this bond, second only to the right of the Obligee under this bond, which right of action shall be asserted in proceedings instituted in the appropriate court of the State of _ and insofar as v.emitted by the laws of _ such right of action shall be asserted in a proceeding insti- tuted in the name of the Obligee- t-) the use and benefit of the person, firm or corporation instituting such action and of all persons, firms, or corporations having claims hereunder, and any other person, firm, or corporation having a claim hereunder shall have the right to be made a party to such procee4ing (but not later than six months after the complete performance of said contract and final settlement and judgment rendr -ed thereon). (b) In no event shall the SurE ty be liable for a greater --lim than ti,p penal y of this bond, or subject to any suit, action, or proceeding thereon that 4s instituted later than twelve (12) months after the complete performance of said contract and final settlement thereof. Performance lance Bond - Page 2 (c) Said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the contract or to the work to be performed thereunder or the specifica- tions accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the contract or to the work or to the specifications. IN WITNESS WHEREOF, the parties hereto have caused this Bond to be executed in this dad of 19 (SEAL) (SEA L) (S EA L) (SEAL) (Principal) Witnesses; (SEA L) (SEA L) (SEA L) (Surety) Countersigned: By_ _ Resident Agent PFrformance Bond - Page 3 e • CITY OF TIGARD OREGON INDUSTRIAL PARK c.JEWERAG'E INDEX OF DRAWINGS SHEET No TITLE FILE No. I PLAN 63- P-220-14 - 6310 2 PLANtr 631 1 3 PROFILE 6312 4 PUMPING STATIONS. Ia2 MECHANICAL a STRUCTURAL DETAILS 6313 j 5 PUMPING STATIONS Ia 2 ELECTRICAL DETAILS 6314 ti 6 TYPICAL DETAILS 6315 _ ; Qon~ \ \\4� o= xwe: N YIgH • 1 I S.W. BURNHAM ST. +•q�� EXISTING i � b �- FOKGE MAIN 1 hi 1 �I a• I O,A I C, Creek \ STEVENS & THOMPS�ON , INC. Fonno ,ree Oki CONSULTING ENGINEERS 3PORTLAND, OREGON SEATTLE WASHINGTON W o PUMPING STATION N ° No. l 0 Q S.W. BON/TA ROAD 10i SEWER APPW,VM SE P• 0 �p1 >Sp 1'lldrm VICINITY MAP 90 st�tE srlfllrallr I1lnwolrm SCALE: - 800 DEPARTMENT OF HEALTH, EDUCATION AND WELFARE PUBLIC HEALTIi SERVICE These Plans and Specifications r!Ibmitted in connection with an Application for a Federal gr•!rt f^r tl.c construction of treat works under the rrov iso-!^or t",n Federal Water Pollution oat of Ac 33 UCC 4^-G et ceq.) and the rc;;.dations promul gate tt ! der have been rev;ewed, Water Tc,iluHon Control I Orpon State Board of Health (Reviewing Engince ( a D SEI' 7 c1 and a•. rewitll SPP t SJO / EP 1 7 196 r,.,,._DNF____ : ��.. �..................... TEMP-.MM (Constructs n Program Director) (Date), »... INDUSTRIAL.. F'FlRk: SEWLTF' Region IX, San Francisco, California .tea • � I ��-I1��IrI111�1I11iI1flirlr�11f1EII��j�I11�1�lIlIl11JP{II111�1 (III II f1111�11fI1) 111111) II1�111{IIIIf�II1111111I11111111111111rI11rI111I11i1i111illliliITIIIlI111111111Irlllrfrlrftlrlt ` _-___-• .. _ I _�_._� 2 vp 3 4 5 13 7 8 9 ILO I I 12 NOTE: IF THIS M ICROFILwn ---- DRAWING IS LESS CL'r_AR THAN THIS NOTICr.;"IT IS DUE TO jr THE QUALITY OF THE ORIGINAL ,.. DRAWING. 0E 62 92 12 92 92 $12 E2 G' I' OZ 61 81 LI 91 S! 101 CI 21 II 01 6 9 L 9 S 0 E 2 law�rt. 12 418: InlIII fill I111it1IIIII 1Hu1llnlrnllnlllll!1111111IIIIIItluluu1ul111r1111n1ntI111nIINI111111I111I11111I11111111III1111uI1In11111U{fn1114111111111111111611111111111111 Id JUNE30 1992 f: „ M1y twat .- 100 ON 0. .,• 133.0_ r_�`►.a�-•3 30'-U' i 0.;,, U_)I O ► ( I I i o , I E' U .,r, , _� "�' OREGON F_LErTRIC R.R . W LINE p I r EXIST'. 1 SEW ER `i _ -_ - _...R�-- - _ L.1 3 6.J F !" O EX 1 LAJ r I Irl r.r "�•i _---- _- 'Z Z O'. Q„ J O - - - r O 5ERV V C E PnLE _ _ its I IA �p .. -1 Z i rn '� m Z 1 1-2 4 '30"'M.J.6END TO, X LO'T 600 I ` !` of� o CUT-IN WITH 304M•J. a"�- 1 �,rzD.ELEV,139.51 -� PUMPING STATION 'o I CL a BEND PLUG AE34NUONIF-D ell SEE SW. NO. 3 4 •i io }. TporrrkoN OF c.l. \ 3 m G. I.E.I i3' - 1 I 13'3,C3 i 1' EXI STING 8" G.V. O NEW 1 E.132. , EXISTING-E MAN r ��--f- - - - - —'\, 1/ j}} « 14 I p CONS B' C.I.FOP� I _ i - - Rt>C E3ta3�F 5` OF iATION E_. Ic7 F! O pr O I _ 20'�'2O TYPE A +� �� �' e•` •�;, I i ,� ( 10" STU BOUT o 1 )ell-ol= Ell Q'1 �, � " E WI TIN(• '150UIH PUIVIPi G STATIP_N` O I f REMOVE >`x► STING E UVPME,,-r• vICT�+U�IC END I � D I NA'V' 1 .\�P'. FILL W 1T ri c;ON�:RC-"r E -T O 12 � 90° BCNU �_./ 8" ST. PIPE ` - - -- - __ INVERTS 3 CHANNEL NE_W HVT'T'OM. 135. - ----_ I o"C.S.P. ;� � I.E. 3 TO � O•>~ 35 _ �iT_IIWY.p21'f T` �� BLOCK O2 SHACIcLE X �� . -- _ SALEM FW Y. f ALL 13Ei,JD { Q H PLOT PLNN � I / •G NOz E: PA`i LIIJIIT;; F'GI PUMPING 5TATIOI.1 NO. ._ i 1 � SHALL FE. AL` W41Z1c BETWEEN 3O° '�TEE.LI— \ \ S'• BEND & (�O° C.1. 3"CU_T'-1C,4 BEND W, EMITA 1` SAL EnIU STATION FOR. r012CE MA,%M r-A.Y I ' f I � \; FO OTA<,E TO ?E F.1 . O F 00" -P LOT PI_A�A I PUMPING ST1*\T10N1 NO. ► i j ` �� I i �Q SEE H , NO. 3 b 4 r E. -A ' P U M P I N G �='1 A T.•i C�Nl N bO. I TAx L.o T 401' I I `� 1 ALS ; ALL WORT%. WITHIN 3 i `�� `� \� � � ,3 o L I tvllo T ,� f THE fol<OPFL T LINE - �' �. 1 UUP. , ALL WC r�i� NE,�Y .�. SAI: Y TO PP TAY. Lor 7oO �� �; 1�, m �OVIpF I Z D � 1 U I ACCE�:> ROA C) TO S. W. I':30 N ITA f� CJ, _ ` � Z � � Ip" SEW Er M PAID FROMCENTER OF P. S. N — � ' _j (01 NOTE � ,� � •� 1`ti n �� � '� � � � I OWER P LE LOCA,-TION IS -A RESTORE o2 REPLACC EXISTING FENCES I I E•r CO�INL' CT TO r1EW FENCE . ( 4.G. DENOTES Oi:IGINAL GROUND ELEVATION M-i V5 + 2Z TYPE A PC1 S f Ura I w ' (_)f 2 1 •�. � i W 3 uj i > { a 0 I� r co, O I! 1 ' 1 0 LLJ 1 � Q r TAX Lo.I_ 700 LU t- I I h- h- , 1 ..TAX L,0 T 400 N m F. M . STA. 0 +GO L � ` - ST-A. . Q % � TAX LCT 540 W 'Q•O + 0' CL CLPUMFlNG STATION moll 3ZuN n s i, N►„ j 1t.o } Q• ' I i jEE PLOT PLA^f ST. CA51NG - INSTALL G F- f- cV• / ENTR ELY FRONT ONE i IrS' W f30/V/ R04D 11 •---- - - -- -- � END pNV_�( I Tn PANNC) T— . CR EEG In crWY GEWIMP ......... �_ � I 3AkLEM Fw _0 �_ i TAX LC-T 501 i TAX LOT 1 i 1 TAX LO-r I 'DO I TAX LGA? 190 Q TYPE ' Q,' 900 1 1 5 W. 74 �� �✓ � � i TA`C LIT 2 01 ; i � TAx L(OT 2800 [_4-SIGNED G.R.M. APPROVFC CITY OF TI GARD, OREGON S"`FT ,{ - - DkAWN L r E r_C r - SCALE I "= 'U' I DATE $ - fo ( H 1 INC. 1: � L„T"^__r • PLAN I ' [>ATE NO. kEVI51pN BY- CNf�kED G, rj, FILE �B- Ga - °ZZ�` 14- rer310 PORTLAND, OREGON SEATTI F, WASHINGTON INDUSTRIAL PARK SEWERAGE f'(-)I,'I' SEWER - sNA.I•.fJN A it)r,1r .-r\ - i i nF 1. • .:1 _77— z.n. - - .•xcit - • .• - -_, • - .•,,,,,._.. .,,. .::.._,.., ,,,,.,,..,,M,qF9,,,._.... . . ,,..a. �.....:,..ar-+�.;.... ^•-7_A1er4,..M.•.-..n 11 II+' 111 t�l 111 111 111 rll ►11 X11 I! l�I III I'li Ib1 111 P II I 1 •t 111 111 11I 111 11 111 III III f1� III III 111 III III III 111 111 111 III III 111 111 fll 111 111 111 111 111 III +�� r 1 • ► � _._�_. �- ► I I ( 1 1 I � I I I � I � I 1 I ( I � I 1 I� I ,,� NO1E: IF THIS MICROFILMED I _- 2 3 4 5 6 7 8 9 10 11 12- —_�` DRAWING IS LESS CLEAR THAN r THIS NOTI.Giv'IT IS DUE TO , , -- rHF QUALITY OF THE ORIGINAL DRAWING, QIIE 62 gZ LZ SZ SZ tiZ E2 ZZ 1a OZ 61 61 LI - TilIl SI b I E 1 ZI 11 01 6� 1 9 L 9 S b� EI--- Z �j �HIUI111111111111111111nn1►tall►lull►Ia�u41111uNIItI11uNIN1111►uI1u1111u111111N11lulflrlultnlltutlnl►IIIIIIIIIIIUI111111lm111�I111111HI1u1I1rn�nllhttl�lrl>t)urrluuln111wU11M1l�Ittlunln1111u11nIIIIn111111111WI1W1uI1UluWll111111111111111�1Jj11uH ,, u' JUNE 3 ® 1992 L - 3 icy. o — 01 til U) c . P� Q v 1 - .�0 u t _._._ 0 o v j . - r to O. E. R. R. R Llne • - — ���.ar.�.... ---- �".o �w�r.����rw•�����a�rwwr�r� ��������� .ww W .�w•�w�•���•�.r���..�.rr .�.� w.�...:�.� ••rte .���...��,,.� -- - - _ oe F 41 35 W O o�.� AVERAG+ 10' EA5EMENT- ;n N41° 35'W �� N41. 13' W 8" 3'T. PtPE .......�...'...'' `- �� O cn \ + ti0 CUT 34: _ AV ERAG!. CUT = 4 ± - _--- --~ -- OO ` �0 �' I`- 3'-0` MIN. COVElZ O 3 - p MIN. COVE d O / - D0 FI r F, -----_ - --- AV Ef2AG E '�AUT� 4 9 ± � Br•u sh A: o Ar -ArPas�ure t Id Or i 7 � C 0 U ILI 1. E . 152 ,0 �E)o5+wqO.E. 2 R . R/W Line 1 n r�.�.r��.■.�..�.w... as..�.��•�r���w�r� �r �.�. a.rw� ae�... .��.. ��r .rD�.��•1�1�� ��■♦�.arra��. ��.e..��.�■��.�.�..�.�..�err.�.. �.a rte•���r�w r�����.�.���...a.�� �.��.....��.......�����.� w w�■�w.�.�r (V 4-3 Z4 Vd N41^ 35' W ���i 8.. $T. PIPE. 10, EASEME.IJT I.E. 151.0 N 41° 55' W 5" ST. PIPE � N 4111 35 W , 00 '+' O �C NI \1Q o Pasfu�e o w i Pu s+ure } n ?-LL z > } I d �- TuJ1 r � OLo c7 i � a j O (3 IQ N I O Ld I _ V k_F, R, 0 E.XISTI NGPUMp1NG �TAT,JON _ p �� . . - _ ._ ... . .._._. . _ _. .._ .... ._..._..._ ._ .._._......_........._.,..._ _...._.. _ __.._._._ _ i VtC POLE—'A.+ - 5MVICE. E ' SEE. PLOT PLAN C.I. FORCE ti1r>1N, l_ - _ = 0 Q)W Line - TO 15URNMAM QST. SEWER * r-- —�- — — — — — - -- - --♦---®-- ; __. L EX18tln� O.E.—�_--- .•..�+M�+� ,�.... ' N 4 3' 24'W EMT.ST PU M P l NG-�/ -- ' _ --------- -- { g,� .3T. P 1 P E t-- \O - Ex,ytonq 20' Force- Moin Eas vm+. STATION 20 O D //..�•• ' Al AV \Iol O E-1,1 ,O Exlstlnq 15' Force Moon Eas'mf• � � v',� � '�► o �\ Scattered Brush Pasture VJ A,a1 - — C, NOT E: FORCE MAIti! TO HAVE 3'-0" MINIMUM COVEIZ � ' �.•-� EXCEPT WHERE GREAT F k DEPTH IS INDIC A7F-0• i _.. I DESIGNED G•R,M, APPROVED f f YM r _ �I T > > CITY OF T I GARD, OREGON n c DRAWN L.EX. �--- - - SCALE II'= SO' DATE 8- rcJ �� � 1 INC. G�arc�,rLltrKq [�K�KId1•d PLAN � PORTLAND, OREGON SEATTLE, WASHINGTON INDUSTRIAL PARC SEWERAGE / 6 DATE I NO R E V I s 1 O N 13Y CHECKED G• rz M. F;LE G • P • 7.2p 14 6 311 I.NDUS'T F'I AL F F RV—. SEWER • r.nMl•NC _ __._ 1 1 CIC=' 15 1 � • • � • r,1 _ .t- . - n..-�.#.w'.' w�.•.....a.."k�.-_.`I�.+..v...SM..nw...-Asx.#. -........ _. .. - ._.w. _ • V r M r � .„. .,. yNpaR^�w`� _ -..-.+-.» _ w... t����"'� V►..-��.�a.,..�_...,-.....,..-_.-..+i�•-. .. .- _ .. Ir ,f '�r(It1IIIIIIf•Ii1111111I1111F1111111�I1�IlI�111Ii11Il(II1110111��(III 'lIl 'tI111�IIIII�I'IIIIIII IIIIIIIIIIIII.11I111IIIIIIIIIIII�IIIIIIII1111111IIIIIIIIIIIIIIIII111IrI1I111III1I11111111111(111 . � 3 4 5 6 7 8 9 I10 I I 12 1 NOTE; IF THIS MICROFILMED -- ` DRAWING IS LESS CLEAR THAN THIS NOT 1Cr;-IT IS DUE TO - THF QUALITY OF THE ORIGINAL f - �'°DRAWING. AE 62 92 LZ 9Z SZ bZ EZ ZZ Iz oZ 61 BI LI 91 91 tri EI ZI II SDI -6 9 L 9 - 9 b E Z — 1"•�*' r 4#1111111111111111111111loll IIIIIIu111111411IIIIIIIIIIIIIItiriIIII 111111111i111111�ilINIIIIIIIIullfnt�tttlllttlllitlltutlllltbtN�ilII IIt�IIII�NII�I111�IIIlIIII1IIWIHWIIIIIIIIIIIIIIIJIlIIUII�IIl1IIlUll111I11N ��, JUNE 30 l.. 992 . I a Fl : ; , as �I Q c --------.- .T- __ — { Q + --- ___ __- _-_- - _ _. _0.1 Q 155 Lu x ; y.. LD CL ;Q . Lv + W I U) w UJ C '� O + ..�•-•---•"""'.:'..:::::awe..-r------- •., .� �� -� o p i _._..-_ .._ �� L N '' LL 145 ---- LO �j -- n� 145 w 0 p�. E3 ?3 Q 0„ p,,C S f'. 40. 1��� _ i i 367' 10"C.S. P S- 0,0 � 14O _ -- — �...�----- — - 0 404 130.010_G• P. 350' �O" C.S. S -- c. CL.OZ I _44 0 140 E. 139.35 1 - --- ~ 1. E . 138.37 135 !` --__— I u) 1.35 3g•tCi� „ C.5 ;? g = 0.010 I. E. 1 5,85 10 + � 4. I j � 45:0.01 IL 4---- O U T E-1 1•E• I 33.5 0LO_ 140 L. P. 16 c A51 N G too 1. E. 131. 31 i t=lfa'' ASFHALT .DIPPEp� 130 O 1.E. 130.96 1 2 3 1 4 5 6 7 �-TO IBE I N STALLED FROM ONE ENDCNL`(__H S. W• BONITA 20ACa 4 N 4 + a I I I ! 15 N 145 'I . __ _ ... O 14.5 p 5= 000612 i 3518. 10 C.S. 400' ro�� C-��)- s=0.0028 T - I 1.E. 144.00 140 - ------- -�__ ---- _ - -- _ -�i.E. 141.50 -- - -- _..___- ----_ lolls UB-CUT (r�0r:TH) 14-0 I.E. 140,38 " I I 8" 3TUB-OUT (EAST) �E B" STUB -OUT (SOUTH) 13 14 15 16 17 18 19 20 S . W. 72 nd . AVE N1 F- PROFILE SCALE: 1 II = 5 ' V ERTI CAL 1 " = 50' HORI ZONTAI._ II i I --- - ----- - DESIGNED G.R.M. APPROVED � � � I I I CITY OF TIGARD, OREGON DRAWN 1._._E.• SCALE !AS v F'1O W�I bAIE3 _ _ _ _-_ . _--.-- f INC. C�OV6Q(yt/� 7 �GI4GV(� PROFILE /� - /� INDUSTRIAL PARK SEWERAGE 6 DATE NCI' FIvI � 10N RY CHECMD G.R.M. fllE � - RP '2. c^0 14 '- PORTLAND, OREGON SEAIIIF, WASHINGTON ., 1 W)USTR 1.HI_ SEWER SHANNON• COMPANY - - -OF i C1 wi Hw•Aprwl'Ptn 'JIM- f 1 'I i j - - I. F�('1 1 !1 1 1 1 1 FFI I I I I I I r(f � ► r�ti 1•I " I I 11�i ► ,!r � �-_ 1 1 1 I_j 1�' 1 1 1 1 1 1 11 I 1 1 1 1 1 1 I ( I. - . 1 ._ .-I 1 IA--�-'------ ---_,.SEE..... .,, -�. :,,��.,... _. -��_,�_ r iII I I 1 f i ( I I I 1 I I ( -I I I II'I r I i�) 1 I II 1 I III I f III ( I III 1111 I I III I I VIII VIII i I, 11Irlllrllllltil11I111111!Itllllll 1 , ,—�- ` NOTE: IF THIS MICROFILMED �'"'■"�"� 1 2 4 5 6 7 8 9 10 I I 12 _ DRAWING IS LESS CLEAR THAN THIS NOTICE,- IT 1S DUE TO QUALITY OF THE ORIGINAL _ —_ ---. -- -- r - - - DRAWING. 0c 6Z 92 LZ 9Z SZ 1rZ EZ ZZ IZ 02: 61 81 1.1 91 SI bI EI ZI II 01 6 9 L 9 S b E ? 12.'►r7. irllltllllulllllllllnlluulmll�ulllu�lIUIIIIIIIIINIIIuIIIllluulnllllul�nu1n111111111111111u111111111111t1111111111III III 11111111111111141111111;I14"d11111H111111t�111111111111111 !mw ,1111111111ullrulluulJll1W1Y1R11111111N111��' Iw1wk�IhrH rIUNI)EA 19 9 2 e.16 1 t - A• HOLES r� - f ' ND-TE : S H A:. K L E M . J . BEND - A N D W Y E Op P J U P C 0 11 R E?E � 3 THRUST BLOCKS AGAINST g" i✓ ! p, -��- �4 I THIOKOL BASE MATERIAL PREr ' _ ` ) NDISTURBED EARTH . -�' PIZ.L,. OR APJVD E� QL '� U " � I „�, �-';r , iC•- I 8 BLIND C �Z ATL t� ` I I r;_ANGE �S , 4'- 'y7 L-A.. R E D U C E W -----_ 4 I I O { I 4`l "X SII _ s� - ,/ N ,` ' C' , � ,� f' i � . .1 �' •:. W 1'E ' ` Mq�K I NG. - -- —- r - to`. ._._. + 1 / y_ J ���►j/ N i 1 `GROUT ; ' TAPE �'..___.._ FOR I/' ', rte. V4 COPF'E c 70 I.P. ADA>%TER �^tI . . . �, ' ----1 / i M X i�4„ N Y L 0 N 5:J S H I N G N - 0 r do— TAP - 1- 1 ! ' , 0 -- -----j Y' % R U 13 E k x I r H F i G KED _ ; � '� , g p, � c OOK� I n " 1_ . I =i..�� - �. �....,.._. u A S K E T 0 T T I N / _x~ �. �.. _ .. ' _.�.�. ,c'_. �,d_ I I' r ANCHOR 3 S CAS I --` -- , SAFFLE SECURED TO PI PE FRJM - Q - 17 < I'' % A ', - '• "Al WALL , WITH If PRJJ ECT ON „ ! _T T ---) -_, BAR 2"x '''/8 ` -� 10 Gl STEEL . WALL WITH /2 GALV. :_XF. / � EXI_ MANNJ`E F l BOLT , SEE LE' `"'` -- 4" M.J. C.I . 4`�' BEND D I AIL C 1- ! NOTE : '� �; \ y I T 1 rr 9-. GALVANIZc AFTER \ HALF SL ALE - fir-), FABLZ! ` A7 ! ON � E ENT,�i: 4 ?Y pE L SJF'' CONTINUOUS \ Z _ 4„ M.J. '.I. V':�. t E3 A55EM LY I 3 _ `:UPPER. LINE TJ C'CN7R0L i VALVE BOXES PANE'. . P R 0 v i D E 1/2' B. I. t._. �, COM P R B C ) f 0 N 4 �;� �;� r- _ BE* `N PIPE SLEEVE IN F:C C F. - -- =, �` �. ;• ,, �.-_ --....__.._.._ 4" C. I P. �.. ._a - _C I-1 N � G � r f CO M 1N �L EEV� cR LINE N✓ ...� ,� 4 - ' / ,� h / �. "' T OVERHEAD BER� 1'�E L A Nr_1 � U �. j 2 4 ST Y L E 8 O EXIST. POWER FOLD S U P P O R T �..T �, I L � DRESSER CPL -!-" . . __ ._._.... _ SCA _E . 3" = B A F D E T A ' I A 4 N _ 5CAL. E I �2 - 1 - O SCA - E � '/2": 1 '-7'► - i.��, t"'. .ESS JN Arse Sy/ `� \ C l ' �. ' 0r1`A►N� j T 4"G.I. VENT P117"E WITH C Ill � ,• � � y ' • / � � A� I ERNIITc. PRECAST_ /� RETUrcN 1''�Ec,u HaEE ,� � :w ' / '� ROOF ABOVE i CON ,Rc.'4 RI JG �`' I PRO�r Sc2EEN, ►2" ALTERNATE PRECA'---r r l a5'ti C-47� �, T. . ` CLEA.R. R _ C ~�" / �, F ©�. F :Ls.r3 R NG A ST N+ � 4?� �, T. •� --4N V .' '/ r - , e►'� TO PUMP MOTpr� I SEE hl,._ 2 ---'r�'; •; / ��� SEE IJ-) -E 2. r----- -- _._ -; C� 1. s . y O'(TYP. I _ �✓' ' ,I TO COMFRE55IO1J PIPE ( _ /�� , ' •ae Imo-_ - T _ ` 7E I C� - d I } r. - ._ TO PUMP MOTOR -� ' � ' i O \` .'�•r�i: a/4� 9'�.�� EL. fSTA. ► _ ? �.p c�► rNIaFS��E PUMPS T� 3E LIF�.ED FIN.G(<. :.I-V. NOTES_ � _ 1 /� O a`' ' - T I ON TO ROOF STA.t* 1 137. 67 I . USE G x 13 GA GALV. STEEL WATE►t �• �I\�'j yti_ I -�:, � r ,S , A ._ _ 143.0 a = STOPS` A ALL HD►Zl[ ZONTAL i _ _____ 1 , T A .. Al j /J I GRU. WIRE o " . `°' -7- - 1. I _ 1 �-- -; -T- rt n_� STA. t4c.67 CoN5TR'_1CT ! 3N JOINTS . ~� 2. VC ON 'OR SHALL HAVE THE OFT I ON Pit, \' ._..� �. p1= C'�NS T RUCT ! NG THE PUMPING .,..,.,� / J ,4 �` t -- - d• I"- :. -, ,CE!LEM`� SL ACK 1, �. 1111` CL. 4.+ �, STATION Wa�LLS OF POURED RETE •p I a i �R1 F-� C2) -1� Gy ! , a OR USI N�, , 2 I .D. P;<c AST C N CRE I E low \ , WALL DErAt �. ;� j i -� RINGS As SH 0wN . \ -ti._..._.__�_ •�� � � � ': x 8 C,�..V. --;..ter•--.-�,r 71 2.+" n1;�. OPEN ING OVER. , 1 13PTi DN ;f-1 f ; W i� { L �DGC"` cv / ! LIGHT DUTY SIDEWALK --- I HOOK __ � - r � ! . � --a " LEXISTIN�'a GRnUND LEVE ! I �- TYPE_ MANHOLE FRAME AND ! ' r CGVER . ATLAS FATT.2 V4"GALV. ^ ST.�TI Jr� NU. i _ 134: r '\!G R5 AF� EAD ` ' '�T'ON N7. ' ► 33 S _ 1090 JR E,"Al G ��• . PIPE H A '/ r> 4., G.I. `/ENT PIPE WITN _ _ .— - ._... ✓yl __...._..__._ . _ _ Dr _ �K VALVE S RE__TUP,N EEIVL` ` -+ C REAr 0;: ROOF 'A LAE _ L- A I� _ST_AT 1 3 N 1 :J. 2 � 8" 0. D. IEE PRESSURE MAIN . 5� a ' SCALE : 3/q.", 1'-O" 3 X �EDtJCER - CONNECT W! T�H STYLE R OO c PLA t\! - STAT?QNl\l�. � � � EgPAN5�7hi � �' � �' � �""� •- � LADZ)ER - STRINNGEWS 2/x� s PA;Z 30 -�.. DRES_ wR - --- - , PUNCHED @ 12 J.C. FOR RJNGS. lo'-o/' '`--__- SCAt_.E; 3 .4 1 '-p•' z SHiEL ;: TA SNAP f SUF' PJRT� SETS 2"X '/ "� GELDED F M S T A . + C'r10 1 L n"x 5/, a V ' ''J I,GM- 1.I. `� 5 1C L ` 4u e ' +� `9J°yB�Nr`S - TO STRINGERS . GAL V• AFTER NOTE ' PIPE FIT T; NGS ��' �.� T 1' x4 x4 c � `- � � { � � ' �'�" FASe; - ATl SEE DET. B g- 4 DO -A-�I-- '?�SW N O V r�.J. C.I. W Y ` „ n � TT:?nit rn 71- 4' ---- ,-�. 4 MALLEAC ,LE - # ll/2" G.1 . DRia1N ..° 3 � I iI�QN Plpfr � ' 1 ....._.•-�r�' 4 TOP (4 �!DE��� ; j . a Id �• ( � Pr40\l Z Cu-FT f1✓11N) GALV. I a G><Av r.L AR�`U>�t~ ID N '1 "'' r 1 c� ! - . 04-"AT BOTTOM — 00 - - -�� - - � ► a : -- - L. PLASTIC P AZT i I 1/4" C�� TU E :.UPPO TUE ENG W/CABLE'. C �. AS 2EN; 0. FOR RIG I D I T Y * �1 CONCRETE SEWER PIPE I TO �' c L 70 101lSTA - i , 12"t S-A . V! CTA'.JL!C l='UIv1P MO�Torz " % �� $ERvICE COLE SNIP ICI NTS -- ' NOTE Si�J'�1N JU? OF --{- / T r `_A PRO�� ECT , 7N �-_. 'VOTE A-_ BAR`= ,O COMDR ES5ION --'� r HODKED � I i Ct i _ PIP E. W -t. 0 PIPING r0R_ 5 AT 10INA N3 . 1 ror-u MPMoTpR Y ` "`� TO GRD. ROD - - ( to ;A r,1 = A : A T S T A T I 0 N rt '�. .' ! 1 I 1 , 1 _ .___ '�------ I - - 1 I i Q 3 0 R �i ,` ;� ''•. I ��► is C g(� q ! Q .� .. P t E. TA. I_ _ GRD. WIRE STA. Z_ t3` 7 =- __- - �_7 •--„ .:� _ ' �. A L E �9 I J ly y a ( _: ' _EL. STA, 1 ►22.5 SEE Si ET Foil O � EL. LYA. " 2 19. 5 DIAGRAM. . \, `, - a \ � 4• � ! { i ,/ NOTE COMPRESSION j tU N Jt'T \O 41 J KDJ E 1 \\ S7l EL.12�..0 STApZ El.l�: ,O 4" G.i, VENT PIPE WITH j FIL' t:�vCRETE ROOF ABOVE 11 z pEOOF SCREEN EU2 + I !G - 4 _-- I 91 CLE_ALl OF f1UL�F �LAL r _� WATER - l } , - 2.,CL-, , - 7` c ( •'a ti.. ' C L . TA. i EL. 119.5 'k / Q !0" CONC _ � .�_ ' 1' �4 @ 10 E.W. �-#• —�_��_ � � - 4 Hoof . PIPE FROM NEW • 1�0` MANi! 0LE I= + _ ' _ 3"CL.. �3- #4 HOOP: # X ' .__.P,O_3.'__ _ PLAN,N,_.S l AT I O N - NO, 1 ,o MIL PJ LY ETHYirEt�E G) 15 AT Dc1'Ei? E ;JD SCALE. 31 "= 1 ' 0I, PLAIN - "` ' ATI � N N0. 1 �� E C T 1 0 N . A B � TTJN' D TAIL ^,1.L E gi "_-f --O"._ SCALE 3':},,, - it ;; 5 C A'._E 1�2„ - { �" ,4 I 5NEE1 DESIGNED G.R,M• APPROVE ',/� 1' 1 CITY T A R I - C I OF I G RD, OREGON PUMPING STATIONS 1 a 2 4 DRAWN-H.C. - - Sl A 15 SHO WPl ( I)ATF I I 1 INC. (?dm�� Cov iii PORTLAND, OREGON SEATTLE, WASHINGTON INDUSTRIAL PARK. SEWERAGE MECHANICAL a STRUCTURAL DETAILS 6 DATE NO. R E Y 15 r� N - L'Y C,IFCKED Ga•2. NI FILE G a- P- ^,O 14 G ='1 11'JUI.I;_i_I R]:AI_. F AF?I• SEIt l_ Fy: W�NNAN ° COMa.ht - " '-- 1 7 OF 15 s - • w -• • -. .._. . _-_.^���wq[•�.. -,,: M-w••�",__...,MMS+^�'q �'� - !R.tla1P",..,� ...._.__....r .._p.aew+w.r....nf(n ,R!'.•'^^ •• _ — • --, _ .... .... _ .. ._..... ..« •-' - 1 I1'11rI11111F1 11r11t1�1111►11 11jl1�f1+'I1111111111t111t)i�l�'�II'11 'K(lilll�Tjll�1111�11 II►�1111111111l1111�1111111�111�111�1111111111111111111111111111j11�1'111111111111►1fi►II1111111 , I 2 3 4 5 6 7 8 9 110 I I 12 NC TE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTIC11i IT IS DUE TO QUALITY OF THE ORIGINAL ''. RAWI/x,. 06 62 92 L2 9Z SZ VZ EZ ZZ IZ OZ 61 BI It 91 SI bl in 91 11 01 6 9 L 9 5 b E Z Ik• *' ` �,.r'"�' I►1.111111111111111111111111U11111111111111�IIII�IU11111�11111I11111�N11111111111�11111111NIIIHII�IIu11t111111111111111111111111u1�1111�uniu�i1N1111111uIIFY1111111111t1I1ut111u111111111111111�1Yi1�11111u111u111111hIn111ulllulllNll►l�lullutl�l�u111►1111111111111111N JUNE p 30 1992 2 -• /an Did. HOLES f& 9" R. PRECAST CONC. STANDARD 8 SUBURBAN TOP SLAB ,� COVERS ONLY FRAME 8 COVER 25 HOOPS �- AS SPECIFIED -- - _____ flftM)ECCEN F 71 -- - pt — 1 __ -- W �23"Dio. CI. MORTAR o _ 6" Pi ta" � � O � �dIINnO.L� .!« .i 3" Mfn. 4C"Oio. PP CA5T-- �--- o G NCRETE RINGS i — A e 23" Dio. 23"Dia. iAtPipe23"Oia. o --- �.---ST CONC.40 0 to PRECAST CONC. 4 aZ A 4 12 PRECAST CONC. •o CLEAN 0UT a IC CONE a o ECCENTRIC CONE c .MGRTAR �I CCENTRIC CONC. MORTAR /MORTAR , SECTION 8-8 Nl '000 PSI CONC. BASE SECTION C-C FRAME COVER - - - __ _. _ _ MANHOLE FRAME 8� COVER _ a N 48"Dio. PRECAST S" �� 48"Dia. PRECAST , WYE BRANCH " •� N -- 4 W I I - m S 5 a 48"Dia. PRECAST m - p x '1/16"GASKET CADMIUM PLATED STEEL SOLT 48"Dia.- - _ CONCRETE RINGS , . 9 �j • CONCRETE RINGS lyOT" 17- Q , CONCRETE RINGS a / - -'� SIM 3 EW ' - - - ' -s`�—=--- - Mi STEPS --- 0 � a ", Mi STEPS -- � � _ Mi STEPS � � � 1 > > _ 'lv 12" 0/C - - 4- - 'w 12 0/C '� 12" 0/C - _- r c - -- + --- . -- - - _- '• SHELF SLOPE �.\ c �- UNDISTURBEDC C' 1MASHERS = 3" Mit. 1=12 Max. -� ---- UNDISTURBED ,� , - EARTH \ � "O - L— �;�L�GKING BAR - EARTH _ 9 - - Z ' \� COTTER PIN - - 9 I w $ 45• BF'10 - - �i _ . I 0 _ VAR 1 S� v m I.0 - -- - - -- -i I.D. VARI S N x W I/x. a o I - 1 6 Mtra. W 6 Min, f J _� �/ PLAN ---- -� — / °° \ ` =�= Y WATERTIGHT MANHOLE SECTION SECTION 3000 PSI CONCRETE BASE " .S. S�TION TYPE E D MANHOLE TYPE A MANHOLE TYPE B MANHOLE TYPE C MANHOLE SHALLOW FRAME a COVER 3000 PSI CONT. EASE . STANDARD OUTSIDE OR INSIDE DROP OUTSIDE OR INSIDE DROP POUR AGAINST UNDISTURBED EARTH UNLESS COMPACTED FRAME AND COVER SCHEDULE FILL IS REQUIRED BY THE ------ - ENGINEER. _ DIMENSIONS IN INCHES + LBS. INSIGHT MANHOLE NOTES TYPE _AR Or�NaNG OVERALL DIA. IT4TAi_ .,► ,• SHELF 6" Min. I. LOWER 12" PRECAST �,ONC. RING TO BE SET INTO BASE 8 A 9 C -EPTH RAiME OVER I - 12 Max. LEVELED BEFORE CONC. IS SET. MORTAR JOINT TO INSURE D TRENCH _WIDTH >" UNDISTURBED �� BOND. -- �-_ ^- ,, - Plus Pipe I.D-^ . EARTH \ '� > STANDARD Gii 2 3 31 3 10 R.40 140 EXIST. GRAVEL SURFACING �.. ,. — -- — -- — — _.. ,.� i r• rbc ► rA • ►. • ZV 3/40-0 LEVELING COURSE • �� �� \ - -- -- - - 2. ALLOW A MIN, OF 94 HOURS TO ELAPSE BEFORE PLACING �UfiURBAN M1 � 23 31 3 F 1 140 .. . . . . . . PROVIDE & SECURELY REMAINING RINGS 81 CONE. _ _ 60 � p D a D P p o D � �' d y 1, � "_ _ INSTALL CONC. PLUG W 'I - WATERTIGHT IM 23 31 3 10 240 160 p Q tai e D d D io 1 /2 0 SUBBASE RUBBER RING GASKET. .;li _ -- I __ 3. SET ALL RINGS 9 CONE 81 AH FRAME IN I/2 " MORTAR 8 — - v c ° p °d Q da MORTAR ALL JOINTS INSIDE Bt OUTSIDE. CLEAN OUT 8 14 6 55 15 X�\ BLOCK PWG SECURELY I 4. ALL Mi SECTIONS ShALL CONFORM TO ASTM SPEC. 478 -617. NOTES !. THE LETTER " S", NOT LESS THAN 2" Ih: SIZE IS TO BE CAST IN THE TOP OF ALL COVERS. � \ 2. "OLYMPIC " WATERTIGHT Mi COVER No. 5791 OR EQUAL MAY �D SAND BACKFILL D BE USED AT THE DISCRETION OF THE ENGINEER IN AREAS SHELF COMPACTED BACKFILL *4 BASE WHERE THERE IS NO VEHICULAR TRAFFIC. LENGTH AS INDN;ATE 0 ON PLANS -s- �- �- AS DIRECTED BY THE ENGR. 12" Pipe 12 711 PAY WIDTH TD. _-- -- 1500 PSI CONC. MANHOLE PLAN WIDTH 12" Pi pt 12 Pipe L N PAY w HOOK STEPS BEHIND m BACKFILL MATERIAL TYPICAL FOR TYPE A 810 Pipe I.D. + 60" REINFORCING STEEL r;:• ! ;� ��'oy as •. � �. - a THOROUGHLY JETTED TYPE D a C SIMILAR, EXCEPT DROPS FINISH RADE BACKFILL :I; : o ;� '� �;• .►;.;; •'� . ;) 4 Pipe .� d- _ ` > '< �• _ I. i ' 1 a o I 1500 PSI CONC. FOR PIPE CRADLEIj do -- - .: r '.� , J' ' e• A - Mm. 4" BELOW PIPE CLEAN OUT FRAME a - -. COVER AS SPECIFIED ► '!' ' . t - ► _ -N "R. ` . �. f m , • e ED FINISH GRADE -- ► i .p <<<. <� -� o' ,I' • . a I a. -`' TYPICAL GRAVEL SECTION ON SET IN MORTAR , ��\l N .� 4 o �� , SECTION D-D CLASS A CONCRETE BEDDING al .I TRENCH WIDTH .i \ I ` a = 12" Pit 12" -- - -" ► 1 - � - \ I '• u ELEVATION p CONCRETE ENCASEMENT 2 -0 Plus Pipe LQ I EXIST BITUMINOUS SURFACING � g I g �/,/ z .�� � I.O. i I > W " SELECT MATERIAL PLACED B PAY WIDTH ---- --- - - --- = -. = A.C. PAVEMENT Min. Min. 1 ° _ 1. tr ( 3 TOP STEP '. - 'a�'. `.:..-:..::.:�'.':�:.:�:%.'.::� 3/4"-0 LEVELING COURSE ' I 1 ► . I , �' ONLY ) to ` -COMPACTED TO DEPTHS DETER- -- �_ _ - T � a e r, e v o � apo t,nd va " _ MINED 8Y FIELD CONDITIONS 8 12 Pips 12 \ I S" 3" N ,•r APPROVED BY THE ENGR. 1.0• a D� v ► It a o , '•o ► a v D� io 2 _0 SUBBASE ` 0 ELECT COMPACTS SAND / I >1 S D S D ,/ SELECT GRAVEL OR SAND BACK- \ OR GRAVEL BEDDING MATERIAL COMPACTED • ' I ( � ELEVATION • ✓ ` BACKFILL I % �� 0 GENUINE E P-�t- - FILL MATERIAL FROM 4- OFrj •i"/) ,/ WROUGHT IRON r PIPE TO 12 ABOVE PIPE. E,Pipe I •. " _ i PLACE & COMPACT AS DIRECTED �. " , ,�;,) � ; ` m SAND BACKFILL .• 18 TRENCH WIDTH UNDISTURBED 8 i :I. - ' � 8Y THE ENGR. � \ � Min. 4 BELOW PIPE • (' -'I BEDDING - CLASS A, 8 OR C EARTH 45• BEND % = �i PAY WIDTH <<< N SELECT BACKFILL CLASS B SELECT BEDDING �. , ��;;.: UNDISTURBEDAt i' •'•e, .� �1 ? EARTH •�.' ` COMPACTED BACKFILL USING WYE BRANCH � • ;�-� �� ' , 6" Min. I�S00 PSI y , �: - - MATERIAL EXCAVATED FROM Pike_ W CONC. ALL SIDES a: > > TRENCH. PAY WIDTH I.�O.� -e b i l - - - - � ,•'• ��! .,-' ,f.. . .:; .. .. �,: ,, � ; ;:° �• .,• UNDISTURBED 1 j °D BACKFILL MAT ''.•'► i� i o :i ;� e:` N �� Min. ! COMPACTED PR MATERIAL _ I > 2" CO C ED E-COVER IQ" Pipe 12" EARTH a THOROUGHLY JETTED l ABOVE PIPE, USING NATIVE L0. SII _oe, 01 �� MATERIAL EXCAVATED FROM -- _-- 2000 PSI TRENCH S FREE OF STONES, ---- PROVIDE B SECURELY CONC. P.� Pipe HARD LUMPS 8 ORGANIC _ --�- t . ~' INSTALL CONC. PLUG - MATERIAL. �,. . ,,� .� .'� � � •� W/ RUBBER RING GASKET. � � - MANHOLE STEP BEDDING CLASS A. 8 OR C. PL_ SHAPE 130TTOM OF TRENCH TYPICAL PAVEMENT SECTION TO FIT PIPE B PROVIDE BELL HOLE r/��EU PRGf 3 12" PI 12" ,-r,;,•ri y� RESURFACING DETAILS 4 ��; CUT OFF WALL D• o' CLEAN, ,,, ae G�. EAN OUT ORDINARY BACKFILL GLASS C STANDARD BEDDING \ SNL:{..• M `. � - DESIGNS AooREO _� _ SHEET CITY OF T I G A R D� OREGON ---- — _ - _ - --- -- _. - - DRAWN L.E.E. J.W. _ -_ SCALE-No SCALE-- OATS 19-�!_ f INC. e..wwtt�nd �'-r....•� TYPICAL DETAILS 6 PORTLAND, ORSeON SSA, TLS, WASHINOTON INDUSTRIAL PARK SEWERAGE 6 QATi h10. - _--- - ---- R G V I S 1 O N -- - -- -- SY CNFCKf D FILO ' F' - 1 4 :�.1 a ca T INDUSTF IAL-. 1: Nj I.::1. 'EJEWL , 1� OF 15 i "' , ,. ...-g... �"., ,.,. .. ... ...,r.er"""" M�'""..,•an--- --^",�' " "'?.Sk;�I ".'";:..;:,'"' _ .___......,..►.... _..w._ - _.,.. _.. _._...- `w.arr- •�_.._..__...-...,.,,,,. f� .. --- ...r_ }} .. ate.,, .. _. ,. _ _ - -- _---' ['.,'-- _ ..+5awa.. „_- ------- --- --• .w'ns_ �I'IIt•�Illllfili{Iil{I�I{Ili{I�flll►IIIIII�1111111IIiiliiT�ryl'I�;Ill�lil'1�III�IIIIIIIl1I111I 11111{Illlllll1I1111111II{1111111{IIIIIIIIII�III{1111111{IIIIIIITIII�IIII{IIIIII11111{I�1{11111 � �" t � � db I 2 3 4 5 6 7 JJ8 9 10 II 12 NOTE: I F THIS MICROFILMED �^•-•�•---'— i - DRAWING IS LESS CLEAR THAN THIS NOTICF; 'IT IS DUE TO THF QUALITY OF THE ORiGINAL DRAW ING. -- -- - ---- - OE 6Z 9Z LZ 9Z Si'. bZ EZ ZZ 1 0V 6f 91 LI 91 Of 1►I EI 21 II 011 6 / L 9 9 � b EI.. Z 1"r"" r�I�1u111In�InIInII�Inllnn�nullnt�Iullnnlnnluu�Iu�lut��nliluu�tlulutil�rullHl!IIiU�nnll1u111�I�11utInII+IIIIuII�InIl1 �1,IIInI1IlInI11tI�InIIIIlI�1111II111I11111111141111� lllnul11nI111111111I11111111111IWIi11I1111�1111U111I1111I1111II111IIW�11H JUNJD � 0 19 92