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I 1 ' t - . 6 ltt W D Y I Structural • Civil Engineers STRUCTURAL CALCULATIONS FOR , ,2 CWS - DURHAM BLDG 5020 COOLING SLAB,. , -' � `� !'' Ji > t / y ^�/ 16060 SW 85TH p rlf4 �L� �,�, TIGARD, OREGON, 97224 /; � JANUARY 19, 2007 y ..�: : p� �'41.�4.. 'ire:.• . ''';. 4 eeTr. : a .`C+:riT'•:; - _ .. qt. • ,'..j1 "9 'I .,, � , E� i 110 tl •.4 , i N (/ J � G � • �� 684 T_ i PECIAL INSPECTION REQUIRED �p r �� `S ✓ �J `�'�' �} ✓e- OREGON f to of Oregon Structural Specialty Code • © ✓ G�y 17r � 91 T l .� �t� a DQ 7 - Otj Q �� F R r A. W v 0 Concrete and Reinforcing Steel I ° ' Installed in Concrete 7, ;Q,, ,;t..':, - ;0- - q ��S, �ES1'l T1S: 06 - 23 k - ra Special Moment - Resisting Concrete Frame City of Tigard in Reinforcing Steel & Prestressing Steel Tendons c a Ve • Plans ❑ Structural Welding • � �i�► - Date d ❑ High- StrengM Bolting ❑ Structural Masonry V / 2 o7 - �� 3� CONTENTS ❑ Reinforced Gypsum Concrete r CONC DESIGNFOR NEW WALLS AND SLAV] - Insulating Coact a Fill HOLE IN EXISTING WALL. SP..!y. ApplindWet-Resistive Materials EXISTING WALL REINFORCEING DRAWING ❑ Piings, Drills Biprs and Caissons ❑ Shotcrete ❑ Special Grading, Excavation and Filling ❑ Smoke - Control Systems ❑ Other Inspections 6443 SW Beaverton - Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx' 503.203.8122 • www.wdyi corn OFFICE COPY W D Y Structural •Civil Engineers Job Name: DUI?Li•-/l,w1 ;,5 -pep a (,!,(. c..2aD 1 „).4 sL.4245 Job No.: / 77, Sheet No: t 4. 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See alk 1 ce(711..) • WY _ ,. .. 11 ' 4 e ...: , . r . ] _;•3 4 ii . .. • -- k., ... , dig . ri .... - ol --- -- • - - c •.... _ N 'IL.. e-ecess 0 N Ty? _ . ...17;• • _ • .., • .1111011 -.11 1 0/2 • ( . . 4, 450Deep -olltil .• _. —....-'''''s ? , i m . 9 - 1 • -... ..... I •..- - or ViMMIKIM • m 00,,,L, 46 00.161.6 P . ig 4'-o" ti TReAos CD / - //' -(e-o- . • _ _ ( pie Pa' - • .. ' 16 pre 1: ' • • 1 ; • 8.4,15 7 PAW Cy2E 4,-866•7•4 SECTION A 1 i • I ( 7 ..semeRzwzeet• 73e . . • - . 5 .57:44es . A • SCALE: 3/8"• r-o" • SEE SHEETS 201, 202 , I • . _. . : 1 • . . 8 - . . . . _ . ■ . _ . . EL /79.60 , ! in- II : 1111 ' . ...... , L - ",5' e. 6 ••• ;? . -- . • - • _II . - . _ • .11,4V0RAIL•--- I 1L 000,9142 1 . V eL VIRIE5 EL /G,5" ZS .--.- 1 • I 5' TREADS (5 - • . .--.- • .Tadvz" -- I '-o• r-o* ■ 9 1 I I- . ,.. EL /4200 - l 1 I I I, - e: . , , _ . • V. • _ EL 13900 EL /c• 75 . ,.A k k ' H • . _ .... • pw./... 4.05.....epa.L ..... , .. • SECTION G . - • . . • • . scaCE , .:348•• 1.-0"... , V - - . ,, • . , . • ....- • . - . , • . - - . - . , . . . " . :.... .. . . • . _ , . • I /r Location Map i °� ,• "§ I• "" 5 -I . ',; rah' r T s t ;� 9' -'\-• ":'• - _ S\ OF FICE COPY _ , .1- "7:: � 'JIiLYan a ' 1 i i ' ` ; i � `i1i� • •L� �Ip r d ,� � �� 1 jh:L. } � uS T• W'.L+ r _ >. !.:. _ �4- I ' ri.l:. .�I^ O i ��- I 0.�ar� Y! JNIEj Cl ean ervices _:rL:., �_ _ + , _ := -' - _ =:- I, � .,� .. 0 ., ;_,,, - . r i .Y , t \ • �„ : = ,.r, Fenno ... 7 P racre -,s �g .. - -_-) '- II- .. 11`< y 5a'ti5:;t1 -.1 1; 3 • _ I j --. 1 62drCr _ .- v� Tm'_oru'Fmrr DURHAM < .,. E - ,:: . _1 7 . -. -7 : .",: , ...;. �� ' 1f" G. 1: On ` - � -�-� '- r F?St' • City of Tigard _ I -- _ - . .. " 1. !, j =; jj - T= _ �' .. � ;1..; `?3 R�T I . " r AMGTA,IOC_ 3 . ", .": � sI. • ELECTRICAL ROOM 5 2 /07 -- L — -r _ _ • -�'. 0 0 A• r•ve• Plans 'I' ;.L _-_ -r 1 ' � ; —_ •_AO1: S ;r } " : -- - 1 - _ :: � :, ` � - 1.- - r r � � $ _ � ! . :.II 1 _ • � . S' r - c } -� L - I, l " l F � � ` L^4 �� J._ ' 1 -" - i :.:1N'�T t'. _ y _I . _ 'S1�P = t - . ' ` I - I I �,i / By - -� - _ G GA Fra , �-0 COOLING SYSTEM REPLACEMENT _ . j � - -_ ". �� Tr -. . I • : •';• ' - .3+,.v.zz - 41, . o.. .. J `L : � Y . . —' $ `� � • ' I r i'1" l i , I 1 -•1 •._!,•• rr i� I m ■ ' s Vb... + rA t l BONITA. FO. i I I - ' - 'I ; : � I . �IYG frrTY' ' . `?- _ �: r,4. •L I1 - : jl �z� N OV 2006 r i a I • _ 1. ■ -.1 • - 205 I • - \ ! ; - �=�;� - 77' :::- ':l,'i • ' _ sl•.x\�' • I� . • `�.: :_V -1 e • o ` _.+1∎ T,141"MA- _,, - ., . T _ t a i•' 1 , �•• -� „�'. • r, .. �_ eiNt'A_ • i ce.. - _ I - 9 1 IF 1 I - I I J I a ` L-7 - -'I }' DI I . I � -_I qt . "' •� 1 �P . � IAA ; / /t y/-` / eIG�7.4-00.11- I�. 1 �'.-: o T p�/� J j , 7 C�w tr ��, , I � 1 a unvvF r<vvu ' ' : /� ..' /� - " (/ I ! 71 ^_ PT +� � � ��71 1�_,� _Z i f I 1 a. `� ° t l i\ City of Tigard , I _ ,_ _DURH�•t 1 - ' A • lap 1 �� II _; ._ � Y ,, a E .� /rJ , . -. -. I �4 ` Y - -k _ � Ifrmai� -- - TIJALATIN _off J ae ul!la ! , RIM AT ON = - 1 Y D ate 7 I , _ _ _ e . -- — n M n y/ o :::: � I 1.[ — NV —' r ' ' ' o — = _ F ' . • - ; a -fi I : T , - �1' i II. I c ! 1 J _ !' Nri _ ¢• o .FT J - - y — - ._, i 0 Q CHE 1 • v ------ _ I - ^ ` _ __'1 Cl la' O = i�2F.. — ... cy. J �` W I BUILII I ' I y — .... ?'• � 1 LL II �l (7 I ��r� r I _ . —. p Pry_ �e.IfF :f j� I ':I �—" i • p = UILDO•KS I. - _ _ Drawing Index • L I m a ♦ ��� m AREA OF WO RK' co ` ,...--,co W ∎ � • ∎• ,• • 50 • / 20 ELECTRICA_ • . ROOM \ 1 1 I (%' N"., • ! 4 \ 1. 1 5 \ � I 1 DRAINING NO DRAWING DESCRIPTION • \ Q` Q - ♦ ♦* • •• �� _ CONTRACTOR J \ j 1 @ / 4.40., �. / -,:k •� o �� ��• STAGIN AREA / % I ( // s G . c3 � -0 ' �� / S1 EXTERIOR SLAB & TUNNEL / G00 TITLE SHEET, LOCATION MAP, &DRAWING INDEX ry i /' / S2 TUNNEL SECTIONS N s • O 16 1 / /, / ✓.• -• I I '1 c •'DINMTIO / / /' S3 TUNNEL DETAILS • • • • • s y � / • G °°ORT O I .. o •••• ••••• / c. C' I = ME1 MECHANICAL / ELECTRICAL FLOG F� o o o o o • • I r 1 • \ �,� • \ _ _ - - J /� M2 MECHANICAL DETAILS • • • • • • yy // / i • • • • • • • • • •••••• ( DURHAM AVWVTP - SITE PLAN •• • • •••••• • • ••• . • • SCALE. 1 "= 140' -0° ••••• •••• 0000 • • • • • • • • •••• • • • r • ORN ANV GATE 08/25/06 I PRO+MAME. - • • • • • = • • • 1 •••• • SNEET TITLE SHEET OF D'N° P •••• • • • • ® DURHAM AWWTP GENERAL • • ••• "• . I. c00 THIS BAR IS ONE INCH ��^^++FF `�IIII ELECTRICAL ROOM 5020 g 11/22/06 • • • • ' •••• • 1::c c.wo 83620M951G00 WHEN DRAWING IS FULL ule$nYYdlc - : SeMCer COOLING SYSTEM TITLE SHEET, LOCATION MAP, PICP GOD SCALE Our camaulment Is clear to- NC SCALE NA REPLACEMENT & DRAWING INDEX _— REV• GATE ORM APP° DESCRIPTION 2550 SWM:Ilstwro FIll:sboru, Oregon '1123.9379 CwS 70078362 -02 PRODS. VCR STAMP STRUCTURAL NOTES • • • cr• • MECH DUCT S��,E•,. '� Ffff /O 01.0 GENERAL NOTES 03.0 CONCRETE EXISTING e + 2' -1' 4'$' 1T�' 4, -0• BUILDING 1. These notes set minimum standards for construction. The drawings govern 1. Strength: Average concrete strength as determined by job cast, lab cured ASSUMED /�� � t,et } ®4p over the Structural Notes to the extent shown cylinder shall be 3500 pal at days plus Four (4) upon the plants T.O.P. =168.5 ��� �/ , ,//////, //// V /I, J / „// ///�//,////////////,// ,ems , �'�, 2. Contractor shaft verify all dimensions and conditions on drawings and in field. standard deviation as speeded ed in ACI 318. Four (4) test cylinders meeting IBC 7 A •/ Coordinate locations of openings through slab and walla with mechanical and Section 1905.6 shall be taken at each pour. One (1) cylinder shall be tasted at elecb,m E XISTING l plans. Contractor is responsible for modifying dimensions and 7 days and three (3) cylinders shall be tested at 28 days. Test reports are to g i I I i i i I i • 1 mm 10•104.X• I , adjusting details if a different mechanical unit is provided from the one specified. include minimum and maximum cure box temperatures: I I I ( T.O.F.= 183.1T I I I 1 • • Notify owners representative of any discrepancies. MINIMUM Mix Requirements: q 8' CURB 1 I I i STEP FTG I I I I 3. Construction means, methods and all necessary temporary support pnor to a. Cement content per yard: Five (5) sacks except. 1 1 I i ® T.O.F. = 182.17' I 1 1 completion of vertical and lateral load systems is the sole responsibility of the b. Maximum water /cement ratio: 0.55 for non -air entrained concrete; 0.48 for _ _ _ _ contractor. air-entrained concrete. ' _ _ _'� __ _ ___ __ _ _ l 4. Complying with all safety and OSHA requirements is the sole responsibility of c. Design slump: Minimum 3 ", maximum 9'. Field venation from design slump / I ;+ - r - T 1 -. - t j I 16' FTG ON the contractor. +12 inch to -1 inch. When concrete is to be pumped add plasticizers and w • 1 13 1 0 I 1 I {) j (3) SIDES 5 Where reference is made to ASTM, AISC, ACI or other standards, the latest provide a new mix design to Increase slump to a pumpable mix. Do not add ' I 1 ad m i I I I issue at the building permit data shall apply. water at the jobsite unless authorized by the concrete supplier. • / ' t i I t 1 1 I OF SLAB I I 6. All work shall be in compliance with the 'International Building Coda' (IBC) as d. Alr Entrainment Per ACI at all exterior slabs and fiat work 1 ° -, I i i i i FIN E LEV J 1 I i 1111111 amended by all other state and local codas, permits. and building department a. Admix: Water reducing admix (Pozzollth/Polyheed/Rheobuiid or equal). Y 1 i I I i - i , i i T.O.F: 1B2.1T requirements that apply. Calcium chloride and chloride salts shall not be used. 3x ® - LOPE i ( 1 I "''''111111 7. Do not scale Information from drawings. 2. Place and cure all concrete per ACI codas and standards. 4 C AI - JJ I i 1 �� _J1_ 1 5 i i SLOPE I /11\ 1111111 3. Sleeves, pipes or conduits of aluminum shall not be embedded In structural ,- F 1 U- i concrete unless effectively coated. /1 i © � 1 I 02 FOUNDATIONS 4. Provide plywood or steel forms for concrete work to produce smooth, straight 0� `' �, 1 M` ( ® -- ® e:, _ , 1 1 8" CONC SLAB W/ #4 r. W . and level surfaces. Patch and/or sack vertical surfaces smooth where � - ; -J Q 24' O.C. EACH WAY rim 1. Design P waterproofing is to be n soil pressure ms assumed to be 1500 psi. wate roofin a r.• �' { 1 I 2' CLR TOP s "' W applied. v 6 tu t _y .' ' 11 - < 2. All footings shall bear on firm, undisturbed soil or approved compacted fill. 5. Finish for the exposed concrete slab Is to be steel toweled than fight broom. a 1 3'-0' r a i e m n u Footings shell bear et a minimum of 18 inches below final grade. Remove w `�� _ -__ _ I O - I I I o all organic material or soft areas in footing excavations and provide ,� Il _� - - - - - J i MATCH EXISTING = s ` 4" to 3/4' rodc per section 02.2. Provide and install . Provide and install 03.1 REINFORCING (C .. ONCRETE) M P o ._ s -0 o structural fill as necessary. Notify owner's representative before proceeding r ^� T.O.F =162.1 ° a ° cri ° et i if soft sods or unusual conditions era encountered In the tooting excavations. 3. Do not excavate closer than a 2:1 slope below footings. 1. AS rreinforcing steel shell be ASTM A515, Grade 60. STEP FTG �. 1 WITH OWNER MOW STRIP COORDINATE nUGN 4 • 2. Reinforcing to be welded whet be ASTM A708, Grade 60. Tack welting of 1 4. Use smooth edged backhoo bucket wdhout tooth to excavate footing trenches, mbar is not permitted. ® T.O.F =183.1T and dean all footing excavations of loose material by hand. 3. Fabricate and Install reinforcing steel according to ACI 315, Details and EXISTING MANHOLE 5. Excavations may be made under continuous footings for pipes. Back fill with Detailing of Concrete Reinforcement 3/4-Inch minus crushed rock compacted in 8 -inch lifts to 95 percent modified 4. Provide dowels from footings to match all vertical wall, pilaster, and column Proctor maximum dry densely per ASTM 01557 or AASHTO T -180. reinforcing. Lap 45 diameters or 2'-0' minimum unless otherwise indicated. 5. Lap all bars in intersecting footings 2-0' or 45 diameters, whichever is greater. 5 13/16' z J 02.1 CLEARING AND EXCAVATION 8. Splices In wall and footing reinforcing shall be lapped 45 diameters or T -0', f T•8 3/18" 11'-0 5/16' fT�',r whichever Is gloater, and shall be staggered at least 4 feet at alternate bars. r_i LaW . 1 . The contrac shall be responsible to comply with all erosion and sediment 7. Provide 45 bar diameter or T -0" x 2 % minimum comer bars to match 30' -212' ,�EO� o Z l control measures in accordance with local State and Federal regulations. honzontal relnfartong in walls at all corners and intersections. - 2. The boundaries of the clearing limits shall be roughly 20 feet beyond the 38 6' X20 -0't - Z new concrete slab and shall be coordinated with Clean Water services. Q During the construction period, no disturbance beyond the clearing limits 03.3 CONCRETE ANCHORS SLAB PLAN O iii I- . co ° shall be permitted unless approved by Clean Water services.® 1!4° = 1' -0° H • 3. Trees and shrubs within the construction limits shall be removed by Clean 1. Epoxy Anchors: Had HY -150, Powers RAWL Power -Fast (Std. set), Simpson ET or S. 0 F- Q a Water Services. a. Unless noted, install threaded A38 rode into dean, dry holes to embed In Z Z m 4. Locate all underground utllit shown on draw e 1. les prior to beginning excavation. depth as shings. If rode are not fully embedded in concrete CONSTRUCTION OBSERVATION, INSPECTION AND TESTING LA Q 5. Excavations and sewer trenches shall be properly shored and braced to use stainless steal. Comply with manufacturers ICC-ES report for hole J U N prevent caving. Contractor shall be solely responsibly for complying with diameter. If embed depths are not shown, use manufacturers minimum 05.3 COMPOSITE STEEL DECKING A GENERAL < Z U m • - m all OSHAa State, City of Tigard, etc. regulations. depths. Fig re hole with enough epoxy le fill all void spas and Insert rod °0 6. Contractor shah remove all excess excavation matenal from the site which wire dodkwvlse twisting motion. 1. Decking to be "EP type 1 % inch deep x 18 gauge galvanized composite steel 1. Independent testing lab to be retained by owner to provide Inepeclione and U O J Q to is not to be reused for this project b. Do not place when epoxy or concrete is less the 50 degrees Fahrenheit, meeting ASTM A553 grade 50, G60 zinc coated with l= 0.216 & S = 0.235. special inspections as descnbed herein. O LL J 1 7. Comply wI h footing excavations requirements in Section 02.0. unless special products for cold weather era used. 2 2utton punch or ecraw side seams at 16 undies on center maximum Weld al 2. Contractor Ls responsble o ceordlnate and provide on site access to all I-- U W ,- c. Do not cut main reinforcing or break out back surface when drilling holes. locations shown meeting AWS D13. required inspections and notify testing tab in time to make such inspections. U O 2 Expansion Anchors: Stainless Steel Hlltl Kwmk Boft -II, Power RAWLStud, 3. Place concrete over metal dedc with care to avoiding impact by dropping or 3. Do not cover work required to be inspected prior to inspection being made. LLI (• Ce i = 022 BACKFILL Ramat/Red Head Trubolts or Simpson Wedge M. dumping. Do not load decking with conabudion loads over 20 pat uniform load If work Is covered, uncover as necessary. . - I 0 Q N a. Full bearing contact for 3 -Inch minimum around each anchor must be virile placing concrete. ncrete. I1J to n 1. Fill matenal shall consist of 2 inch minus crushed rock with less than 5% provided between the face of concrete and the anchored assembly. Ce o passing the #200 sieve. Fill excavations up to 8 inches below final grade. Provide non - shrink grout and pack as required to eliminate all void spaces B. GENERAL - W d Place fill in lifts not to exceed 8 inches and compact to 95 percent modified between face of concrete and the anchored assembly. 07.0 WATERPROOFING, WATERSTOP AND CAULKING N Proctor maximum dry density determined In accordance with ASTM D1557 b. Do not art main reinforcing or breakout back surface when drilling holes. 1. Required special Inspections shall be performed by an independent speaai X (or AASHTO T -180). a Provide 3-inch diameter x 3/16 -inch plate washers for expansion anchors 1. Provide 4 inch Burke p footing sump pit Inspector per Chapter 1700 of the (OSSC) for the following; Lj J To type 03181 waterstop et ell wall to footin and eu c 2. The fl� 6 Inches of top soil shall be provided and Installed by Clean Water in contact with wood. construction jams. a. Welding: e 2. Coat all tunnel walls and roof slab with Koppers towel on Hydroahield Mastic I. Visually inspect as structural field and shop welding. 3. Base matenal Immediately gals per 100 sqr. feet Patch voids and rode ly under the concrete slab and footings shall be 451 at the rate if 2 pockets in The special inspector need not be continuously present during welding, r W n clean 3/4 -Inds minus crushed rock compacted to at least 95 percent 05.0 STRUCTURAL AND MISCELLANEOUS STEEL concrete surface and followed by a coat of Koppers pnmar 452 at the rate of provided the materials, qualification of welding procedures and welders ' m modified Proctor maximum dry density in accordance with ASTM D1557 /. to oi per m g pe 100 sqr. feet pnor to applying waterproofing. am verified prior and a visual Inspection of all welds is made after I or AASHTO T -180. Provide 6" under slab and 4' under Cooing, 1. Detailing, fabncetion and erection shall conform to the Steel Construction 3. Provide Dow Coming 790 silicone sealant with a styrofoam rod 1 f. times completion of welding. Manual of AISC. large in ilia, that the joint where shown to receive rod and sealant I. The inspector shall verify welder qualficetions, WPS, welding process, 7', 2. The contractor shall be solely responsible for all OSHA requirements for safety 4. Hydrophilic Water Stop: electrode, and assembly configuration. • o • • • • w 02.2 UTILITIES and erection including, but not limited to, erection bolts, bracing, fall protection, a. Green Streak plastic products Hydrotite CJ- 1020 -2K with taskmaster LV -1 b. Epoxy and expansion anchors: t��'1'� • • • • • • ° guard rails, etc ndheslve and sealant or, Inspect diameter, depth and cleanliness of the hole. • ~ �I.r rY rn 1. Solid drain lines and fining shall be ABS schedule 40. 3. Aft steel to be ASTM P38. b. Adeke Ultra Seal MC-2010MN with 3M -2141 adhesive and P -201 sealant i. Observe Installation of the e • • • • • • • • • • • • • m 2. Four (4) inch perforated drain pipe shag be provided adjacent to base of all 4. All threaded rods shall be ASTM A38. pony per manufacturers recommendation. • s, . clot, a „�4,.r,.. • • 0 III. lightening torque for expansion anchors swzaw : in mz,a • t unnel walls meeting ASTM D2729. Provide continuous filter fabric 5, All welds shall be made by Pre-qualified Welders to AWS Pre-qqualified � :. iv sock cover. Welded Joint Standards. C. Concrete: • • �„ �* �,zx •••••♦ 1••••• La ux 3. Provide a ABS backwater value In each tunnel sump I Valve to be similar a. Prior to I. Vary re4,forcng efts, grade and placement for structural elements. • • ...,m,ime • • P P be and during welding, all requirements of the � �O ®�� r/� B. Welding of reinforcing. • • C to ASME A112.14.1, horizontal type; with ABS body, removable cover and Inspection sector of these notes shall be met � I N ..e, � O. Inspect she, length, tmook and tie. • ••• 1 • swing check value with gasket b. Electrodes shall be 70ks1 which are compatible with the base matenal, Al O • • c • • • • • g 4. Meet all plumbing codes and pressure test lines when required by the lunadichen welding process and position. Provide low hydrogen electrodes for SMAW. •i3 . 0 2. The special inspector shall provide a copy of their report to the owner, structural • • • • • • • • • • • 0 5. Remove any large stone or hard matter from around pipes that could damage c. GMAW field welding not allowed. GMAW shop welding using short 0 6 ! j engineer, contractor, and building official • • • • • • • • • o drain piping and backfill under, along side and 8 inches over pipes with well circvrting transfer is not allowed. //� • x • • graded clean sand. d. Unless otherwise noted on drawings, provide AISC minimum weld sizes / L / • • • • • • .••• ! L for all welded joints. 0 8. Bolts shall be A307 unless otherwise noted. Provide standard plate washers O �N • I • • • • • 02.3 LANDSCAPING he under all bolt ads and nuts. ,, 0 C t • • • • SFIEET •••• • • • • • • 0 1. Landscaping and irrigation shall be provided by Clean Water Services of er ® � �� ) \ �� • • • • ' • • • • • • • • completion of the project except approximately 60 feet of mow strip shall be � '9 A f \ • • • • I • o Installed by the contractor. The mow strip location shown on the drawing is A .� • • • • • • • ii • approximate and the final layout Is to be coordinated with Clean Water Services • •••• • ' o pnor to forming. i, l� OF •♦ 4 • i . C , . ..., II,. 40. ASSUMED 188.SD ` ,� �� G I AT �� I CORNER OF BLDG T L m® 0•4040311 1 d • SEE PLAN • ° 1'c" HOOK AT V Or ERTICALS ti 1 12• CLR TOP FIN m < ✓ OREGON o Q / OF SLAB ��t�ii w U > 6' T -0 3116' X E. - •� �� 17 , \91 , `V I i , �_,� , , t ., . , .� , ,.. II A L I:AIWA - 1_ 1 4 . to L.� _ �l � " ... ' i� *, , 1 ? p I °, WATERPROOF TOP ,._. f I �.:n� ` _ _ _ .... I �� • w w ( & SIDES OF TUNNEL • � > a < FOR WALL REINFORCING ,-.• Ark = �:?a' -�� el O � 8 i ra `.: =� ' e Z SEE f p a s I O.C. O.C- VERTICAL • 1 12' I e - " _ r q4 (� 12' O.C. CLR I ., „ ,! ,,' . _ - _ b .,, _ . VERIFY ELEV lt ~ J ICI �� • e ^ S I C - _� , og /3 • HORIZONTAL #5 Q 9 ° � ” 18025' g 2' x 18GA COMPOSITE I" j 1 iR5 DOWELS x u, ® ` 'B' TYPE METAL DECK e- '\ I I RE N ORCING I v zz a SET ON #4 1 1 c ®� #4 18 O.C. © I � S EE I = :i., $ cry 75 Q 12' SET DIRECT SAW-CUT 4' -0° WIDE 2' © ® METAL DECK A • SAW-CUT 3'-4' HIGH OPENING 1 #4 © 18' O.C. • CLR 1 \ ` ®N 8' S LAB W/#4 18' O.C. ® IN EXISTING WALL A EACH WAY © i \ ® I \ iv U N U • m �` W � �.s>.�a � • I OVERCUTSATCORNERS - . ° t ® � ® ....... - 'T, u x- " r--n. a: —mac m p r 'z 1 :: '£'.' - �.._ ..,.�� .:� ' •e':'. - "^; 11 SEE ,{ + , -• / .!:i.°ST.4r• u..1� !:,.....v:..,:J,....i:.`.ti.": .r s- rr ��..^... . � .:r, -, {1�li.L SUMP PIT W/ DRAIN '° ` a _ c #4 Q 1 ` 8' © 4° 6 '{•� �„~r 4' OF COMPACTED © 4' CRUCHED ROCK EACH WAY 111 v 3/4' MINUS CRUSHED ROCK 1' -8 EXISTING a' laJ I s 4'-8' 0 g WALL _ 0 Q 8' 8' m 1 / 2' = 1'-0' ® 12 . = 1. -0" ® W Q. 12 -1 O Z O cn O co )- I-. � Z csi w U c ASSUMED 168•50' JQ Z (I) 8' 6' CORNER OF BLDG w N • N 5. . 1 SEE PLAN 0 J Q .. � O � J 1'-8 HOOK AT U w W ' VERTICALS FIN ELEV• h 6 ° ,. 4' -0' / 8. U O Z oi r 3 1 12' CLR TOP 1847 F WATERPROOF .5 z OF SLAB X012' 912' I.-Li N `" ¢ TOP 6 SIDES _ J OF TUNNEL Y -5. A W CO N I - 1 �'� I 4Lr�1 -�1 • � ; ,.: /- FOR WALL fa. I • 0 1 -w I Q ;� f REINFORCING t. I� > I :;i.° . -:' `�• - DIR DIRECTLY o z SEE © i. C�9 C I Q_ ® I # @ 9' O.C. ON METAL DECK ® >® \ i= 0 ' t a t A I SET ON #4 / I'f' - - `? I m #5 Q 12' 0.C. t r,•-' VERIFY ELEV a i ( FOR W ALL i •• c VERTICAL I \ 180.25' 0 \ I REINFORCING • • gik I? 1 12' x 18GA COMP0SITE 4 _ � � � � � • I SEE •• •• N #4 ®12'0C. ® ® 'B' TYPE METAL DECK A •l •••• • V •• : N HORIZONTA ® > NV mL : ••• a• 3w• .H.,...* ••• #5 DOWELS x !4 0 9 W SAW -CUT 4'-8' WIDE #4 18' O.C. I . • pp�y, a•oo. crcl • • Lo Q 12 O.C. "� EACH WAY • , .33=.11 a.man • • x 3'�° HIGH OPENING I IN EXISTING #4 la 18' 0.C. I \ N � 1 7 • • • • • w • • 2" I 8' SLAB W/ #4 © 18' O.C. OW I • • • o © CL q EACH WAY �� —� OVERCUTS AT CORNERS EACH WAY ® • I I � !!� � � • • • • • 1 • ► • •••• • S ` , �' • SEE ark TRi d■ • • • H _ „S %1 3 • - ice+. © • I C ® *hi \ /� U L.....------- 00000 - 1';05ga '•= _ K a . rr, nv- +i.--- .rs�,:r --,r -, �.+ • fie • • • • • r •• •• •••• • ^i•rTm�-•^ a 4' • ••••• ". .:1'gift'.': r.MG u..F. - - ,:! : -2 - i2 — 'F o , I IKI = ' 4 COMPACTED ` `� SUMP PIT W/ DRAIN 3/4' MINUS CRUSHED ROCK 9d 4'-0" • • c•N �!•.' . ^� -�, • • • • • • SHEET. • • • • N. • •••• • 0 4' 8' . 1'13' EXISTING •••• • o f ® WALL _ , IL 12' = 1'-0 OF ►• T AERATION BASIN 3 =_ ., \CPRI1 - - IIIIIIIIIIIIIIII I11111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII II = PAC HVAC UNIT ` � " e _ _ tam MECHANICAL LEGEND �= ■ I I I I I I I I uuun_= (5 T' NUMBER (� v v < � ti yd� +� INTMO: HOOD _ _ _ _ y/� Vq. DRAPER AFF - ABOVE POTASH FLOOit TO REMAIN ' SYSTEM 5020 ROOM " cii ///''' MR COOLED I ' TYPE I OXcoDLe1G .. - DUCT UP S DOWN DE NR 010J - - • B - BRIT TOM HANDLING DUCT UNIT � C. T 0JU — ' / CO - - - - RETURN MR DUCT UP 0 D BOTTOM OF DUCT • EXPIRES. 30JUN08 ` — IL - COMERS NG UNITS , _ BHP IA al NCE HORSEPOWER TO BE REMOVED INTAKE HOOD t-- TOTAL CFN 16,000 S DOWN BTU • BRITISH THERMAL UNRS TO REMAIN - ECONOMIZER - _ CFM - - - CUBIC FEET PER MINUTE YES ®Q -- EXHAUST AIR DUCT UP & DOWN CONN. • CONNECTION ��, t MIN. OSA(CFM) 0 CONT. .... - CONTINUATION DRY BULB . — 1 EXHAUST FANS O E7(TERNAL SP ('1Q0) 2.0' ®© __ _ _ SUPPLY UP• OR OUTSIDE AIR .... DIAMETER DNETFA FF DU CT DOWN e WIMP TO REMAIN _ LT RPM DIST. - - - DISTRIBUTION 111 II JJ 1000 ®Q • _ _ _ RETURN AIR DUCT UP S AIR DOWN EA - EXHAUST A : .. WHEN TYPE SEE 2 .OWD mB _ _ ._ • ENTERING DRY BULB TEMPERATURE O - MOTOR HP. 25 ®© AR - EXHAUST A DUCT UP S DOWN EWB - - - ENTERING WET BULB TEMPERATURE BOO (;) EWT .. .. ENTERING WATER TEMPERATURE MINUTE , REMOVE �GE VAV WITHVFD4 YES ® _....._ • . CONNECT TO EOSTH40 FPS _ _ _ • F FEET PER SECOND LINES O FT. _ _ _. _ FEET / FOOT - - • O AU TFERMOSTA OR TEMP SENSOR GA. GAUGE MIN FRIER AREI1 FT. D4 H - • HEIGHT PRE-FLIER TYPE 30% O - .. - NOTE HP - • - HORSEPOWER - ACCESS HATCH FOUL FLIER TYPE I.D. INSIDE DIAMETER CARBON IN. - - INCHES - EQUIPMENT DESIGNATOR L - LENGTH • , REFRIGEFWRT HFC a LOB - - LEAVING DRY BULB g ' � r TOTAL CI.(L (TONS) WTEMPERATURE I SEISMIC BRACING LWB - - LEAVING WET BULB � 1 n a 4 - o QQQ LT - - - LEAVING WATER T • I SENSIBLE 0.0. (RASH) 415 -�- •...._ LONGITUDINAL BRACING MAX _ _- _ _ MAXIMUM e . ---1 err. EVAP AIR TEMP (DBMS.) 80.0A87.0 LATERAL MIN. - MINIMUM DS OF BTU PER HOUR ■p er Y V I I MIBIENT AIR ('F) 85 "'+ -- I - .._.._ . LONG. S LATERAL BRACING OSA • _ . OUT$mE AIR € d 6 IS Q PSI _ . _ POUNDS PEA SQUARE INCH PIT °- - - - PRESSURE / TEMPERATURE f b VOLTAGE 4800 RA -.RETURN MR ® MECHANICAL ROOF PLAN DESIGN WEIGHT (LBS.) 0358 RE CT. -• -•. - RECTANGULAR 1 /B = I -0' 1117 SMOKE DEFECTOR YES SA --_ SUPPLY RE Z S.P. - STATK: PRESSURE ISOLATION CURB NO SO. .. ... SQUARE Q BASIS OF DESIGN (MANUFNDDEL) TRANS SXHFC TY P ICA RAIURE F J ' TYPICA TYP. - L APPROXIMATE LOCATION OF M0052 © V WVARIABLE AIR VOLUME W , 0 ILO (E) FlLTEFZEO SUPPLY UNIT TO REMAIN 0 - - - DIAMETER O i 0 \ 1 N la O pV� O NEW SUPPLY BRANCH DUCT AND DIFFUSERS O 2a> UP 111M13111 28 SA 24' 0 SA ® 2 24 mega 9) W III '0 o cc . — 34'0 SA 0 x WW2 ix -- • REMOVE (E) SPUT SYSTEM FAN COD. UNIT. J U REFRIGERANT LINES. AND DUCTWORK O i Q a =. W F 11 en I 2885.Cr'M (TYP. 3) I V y 1C ' J At t (E) SUPPLY BRANCH DUCT AND DIFFUSERS TO REMAIN V v __1 � �� J g U 64 W� Z TOM O a ' t nn O L] _ ■ } i I •• ••• 1...4:1 I , i CONCRETE DUCTS BELO GRAD • • • • •• •• ••• V MO ( I SEE STRUCTURAL DRAWINGS • • • • • • • • • • • • • • • • � 54XAORA I NOTES: • • • • •_ • • N --p I � — CONCRETE PAD 38' LARGER 1O •• REMOVE ALL ELECTRICAL DEVICES • • I \ /I� TFTHAN UNR ON ALL SIDES. :••• • • � 1 ASSOCIATED VNTM EQUIPMENT BACK • / (j • TO PANEL MARK CIRCUIT BREAKER r - -Li1 I / \ I ( � , 2B'X6T SUPPLY DUCT DOWN. AS SPARE'. • • • • • a• • �/ I LX� v � \ ` O PROVIDE CONDOR, CONDUCTORS, ETC. • • • • • • • : • • • • • ACCESS ROAD I \ � / MCCSDD2• SECTION 1 O CONNECT TO SINGLE POINT CONNECTION • • • • 1 1/2 C3 1 LI8 51/0, GND LUG3'OI ArEI.1. ?,f _R TO ALL DIVISION IS SPECIFICATIONS SPECIFICATIONS FOR 6PECIFIC MATERIAL • • • •� ���l�/� • • • 82'X40' RETURN DUCT DOWN. REQUIREMENTS. O PATCH OPENINGS IN CONCRETE ROOF . • • •) • • • • CURB Q DECK WHER CONDOR'S AN) • • REFRIGERANT LINES ARE REMOVED. . • • * • * • • 1 I T 40 TON PACKAGED COOLD4G SEE DETAIL 504 I. • • • • • • • • • • hCon 80T SE OR SL rtIond. S E R • • ale • • O UNR MOUNTED ON CURB/CONCRETE PAD. Q FEET FROM NORTH WAL APPROXIMATELY 10 • • • • • : PRE: D3 I • • • • ••PHN: j�) 234 -0548 • 234 -0077 EXISTING MANHOLE COORDINATE LOCATION TO CLEAR • • • • • • • • EXISTING EQUIPMENT. ' • .. �. �TYSCY4 • • I t ' © PROVIDE 150A-3P GRCUR BREAKER TO WATCH • EXISTING AT AVAILABLE SPACE IN SECTION 10 • • • • I i OFMCC5002. PROVIDE ALL MOUNTING HARDWARE SHEET AND ACCESSORIES FOR A COMPLETE INSTALLATION. i I 1 CONNECT AHU-1 FEEDER. el MECHA FLOOR PLAN O STATUS GATTTTERRMINA • � El 1 /0'• = I• -0.. / DIRECTED BY OWNER. 1/8' -1'4Y - I \...... /t 13? . C. .: ,-- CONCRETE DUCT ® el SEE STRUCTURAL • 6 � COLLAR \ GALV. STEEL CO L r o, � + + ® SEALANT / *' rD a y 4 IyTj�! SET IN SE TOPPING SLAB COATING L. ` \ REPAIR BY OWNER IFLII � ANCHOR SLEEVE IMTH TAPER AND ROUGHEN ROUTE CONDENSATE I I 40X54 NA 4 1H' STAINLESS STEEL TOPPING SLAB EDGE — GROUT OPENING S JD • DRAIN THROUGH CURB L --� EXPANSION ANCHORS AND INTO OPEN HUB OF I I 1 B,II611 - �N PER SIDE TOPPING DRAIN. .� -- RETURN GRILLE . . i SLAB DRAIN SUMP. SEE - - STRUCTURAL • C ATTACH GRILLE TO COLLAR PRECAST WITH STAINLESS STEEL SCREWS 1 PLANK ATTACH 1. GAUGE GALVANIZED COVER PLATE BELOW OPENING WITH 4 POWDER DRIVEN FASTENERS. REMOVE AFTER CORE CURES. Hill I 1111111 q q Q 1 SECTION ®DUCT PENETRATION DETAIL O CONCRETE DECK PATCH M2 101~1'-0` NOT TO SCALE NOT TO SCALE g F. 1/8,• = 1,_0,. L n a - t • j n .; p r e 'O i FLANGED OR CUCTMATE CONCRETE DUCT CONNECTION FROM SLEEVE • SEE STRUCTURAL TO DUCT MAIN. ♦ s I CURB ® _ ; I--9r /___/©5 SUPPLY DUCT ��I I I I I I --1 "III iyii EXPANSION ANCHORS CONCRETE DUCTS 1 I I WI _ SEE STRUCTURAL. -- 24X44 ACCESS I PER 507E W p _ L DOOR 0 `\ � - o 11.11 � — MATCH =STING DIFFUSER V co J PRESSURE AND .'7c u1PFRATURE MOUNTING HEIGI4T GALV. STEEL SLEEVE LO ICC W _ I SIEftOORCUNTEDS4•ABOVE SET IN SEALANT hi Q SENSORS 1— T p O,s. I- W cc • • OCC WD Q J ■ �� 0 4 SECTION DUCT PENETRATION DETAIL ' a ' I— a = — M2 1IB'-Td 0 N O SALE O v + O CC Z U J W o 0 o 0 • V DUCT TRANSITION FROM /AF • • ••••• ••••• ' CURB TO CONCRETE DUCT. 7 SET CURB IN SEALANT AND • • • • • • • • ANCHOR TO SLAB WITH e• • ••• 0640.0640." STAINLESS STEEL EXPANSION • • •• • • ANCHORS PER I4ANUFACTURERS • N • • • STEEL CURB BY UNIT INSTRUCTIONS. • • • • • MANUFACTURER •••••• • ••• • • • GROMMET AT DUCT y C ONCRETE • SLAB, • • PENETRATION - Sly STRUCTURAL • • • • • • • • A ••• • • • • • • ••• 1•• L /_•6]. • bill ••••• • • CONDENSATE TRAP ..... .. B . INC. . • WTTH CLEANOUT ANCHOR MA SEAL • • • • • • Consultin` MOMS • CONCRETE DUCT /� DUCT TO CONCRETE. • • • 2007 S.E. � S L SEE • STRUCTURAL - • • • • • I • • PHN 1503) Z;f4� + e • • • • r • • • • FAx: (003) 234 -0074 • • I 4 • • LTII.1NfA- EIIC.cOM • • COMENSATE DRAIN •••• • • • •••••• • 70 SUMP. • • • SPAT ••••• 6 UNIT CURB DETAIL - M2 MZ NO SCALE . OF 2 CleanWater Services Our commitment is clear. ELECTRICAL ROOM 5020 COOLING SYSTEM REPLACEMENT CONTRACT SPECIFICATIONS Volume 1 of 1 Project No. 6312 November 2006 - Dec. 10. 2006 9:41AM _ c( No. 0674 P. 1/1 /14 e,,,,,e;,001'o°03a 20 o4 cogo,C 37 / - 3 3 I .- a_ CleanWater Services Our commitment is clear, u feCE Addendum No. 2 for JAN 2 3 10 Electrical Room 5020 Cooling System Replaceme 1.1 p; l Project Number 6312 /MOAT This addendum is hereby made a part of the contract documents to the same extent as though it was originally enclosed therein. Bidders must acknowledge receipt of all addenda on the bid form. Bids that fail to acknowledge all addenda may be considered informal and may be rejected. DATED this 8 day of December, 2006. Clean Water Services SPECIFICATIONS — 1. Section 15090, 2.2.B.1 — REVISE the material for the hanger rods to be "galvanized steel" instead of "stainless steel." City of Tigard Apprt ved Plans Addendum No. 1 Electrical Room 5020 Cooling System Replacement Project Number 6312 Page lof1 Dec. II. 2006 10: YAM CLEAN WATER SRVS 503 547 - 8Q01 No. 1196 P. 1/3 CleanWater Services Our commitment is clear. Addendum No. 1 for Electrical Room 5020 Cooling System Replacement Project Number 6312 This addendum is hereby made a part of the contract documents to the same extent as though it was originally enclosed therein. Bidders must acknowledge receipt of all addenda on the bid form. Bids that fail to acknowledge all addenda may be considered informal and may be rejected. DATED this 7 day of December, 2006. Clean Water Services SPECIFICATIONS 1. Section 01100, 1.8 Permits and Licenses — REVISE responsibility for applying and paying for all permits to be the "OWNER." The Contractor shall still be responsible for pulling the permits and for compliance with all permit provisions as specified. 2. Section 15850, Air Handling, Paragraph 2.1.A.1 — Add "AAON" as a second named acceptable manufacturer. 3. Section 15880, Air Distribution, Paragraph 2.1.A -- REPLACE "Galvanized steel sheet metal" with "Aluminum 3003 -H14 sheet." Section 15880, Air Distribution, Paragraph 2.1.0 — REPLACE the entire paragraph with: '`Exposed to View Spiral Seam Duct: Round and flat oval spiral seam duct shall be 0.050" thick 3003 -H14 aluminum sheet; sizes over 36" shall be 0.063" sheet. Reinforcement or bracing shall be as required for seismic loads. Matching fittings shall be manufactured of aluminum with tack or spot welded and sealed seams. Fittings up to 36" diameter or width shall be 0.063 ", fittings larger than 36" shall be 0.071" thick." 4. Section 15880, Air Distribution, Paragraph 2.1.0 — REVISE the paragraph to read: "Opposed Blade Volume Damper: Install aluminum opposed blade damper in each of the two branch supply ducts. Young No. 817 or accepted substitute." Addendum No. 1 post•i ° Fax Note 7671 Date 1111 p485► 3 Electrical Room 5020 Cooling System Replacement e Project Number 6312 i y Page 1 of 3 coioePt . C J ►�' /n�l� '� Phone a IMMIMIEWIIIMISYM 00 sec. 11. 2006 10:32AM CLEAN WATER SRVS 503-547 -3001 No. 1196 P. 2/3 DRAWINGS 1. Si, 02.2 BACKFILL — REVISE the last sentence to read: "Provide 6- inches under slab and under footings." 2. S 1, 02.2 BACKFILL — ADD note: "4. Subgrades immediately under the concrete slab and footings shall be compacted to at least 95 percent modified Proctor maximum dry density in accordance with ASTM D1557. 3. Si, 03.0 CONCRETE — REVISE Note l.a to read: "Cement content per yard: Five (5) sacks minimum." 4. S1, 03.0 CONCRETE — REVISE Note 1.b to read: "Maximum water /cement ratio: 0.48 for air - entrained concrete." The intent is that all concrete provided shall be air - entrained. 5. S1, 03.3 CONCRETE — REVISE the first two sentences of Note 1.c to read: "Design slump: 5- inches +/- 1 -inch at the point of discharge." 6. S1, 03.0 CONCRETE — REVISE the second sentence of Note 4 to read: "Patch and /or sack all surfaces sooth where waterproofing is to be applied." 7. S 1, 07.0 WATERPROOFING, WATERSTOP AND CAULKING — REVISE the first sentence to clarify that the waterproofing shall be applied to the "outside" of all tunnel walls and roof slab. 8. S2, All Sections — REVISE the thickness of the compacted 3 /4 -inch minus crushed rock at all locations to be "6- inches." The design intent is to have 6- inches of rock under the slab, the ,g. footings, and the duct tunnels. 9. S2, All Sections — ADD drain rock in a 12 -inch radius around all the 4 -inch perforated drain line and wrap with filter fabric. 10. S2, Section AQ /S2 and D /S2 — REVISE the bottom elevation of the north footing to be "160.25." The design intent is that the footing should rest on top of the duct tunnels and be continuous along its entire east -wets length at that elevation. 11. S3, Section 1 /S3 — EXTEND the 6- inches of 3/4-inch minus compacted crushed rock under the footing. The design intent is that crushed rock shall be installed continuously under all the footings. 12. S3, Section 3 /S3 — REVISE the callout "Seal Tight Around Drain" to "Core Drill and Install Link Seal and Grout Both Sides Flush with Wall." 13. 53, Details 6/S3, 7/S3, and 8/S3 — REVISE all Detail 13/S3 callouts to "Detail 11 /S3." 14. S3, 13/S3 — ADD traps to each 4 -inch sump drain line. Addendum No. 1 Electrical Room 5020 Cooling System Replacement Project Number 6312 Page 2 of 3 Dec. 11. 2006 10:32AM CLEAN !PATER SRVS 503 - 547 - 8001 No. 1196 P. 3/3 15. S3, 13/S3 — ADD a section of 4 -inch solid drain pipe to interconnect the footing drains between the two duct tunnels. 16. S3, 13/S3 — REVISE the location of the termination of the drain line to be centered between the two duct tunnels. CLARIFY that the depth of the drain rock shall be 4 -feet below the drain line • invert elevation. 17. S3, Section 2/S3 — REVISE the limits of the waterproofing to lap 4- inches down the vertical face of the footing. 18. ME1, Note 2 — ADD clarification that the conduit shall be galvanized rigid steel where located indoors and when buried or located outdoors it shall be PVC coated galvanized rigid steel. 19. ME1, Note 3 — REVISE the callout detail for patching the openings in the concrete roof to "Detail 3/M2." 20. ME1, Note 5 — REVISE the callout for the available space in MCC5002 to "1K" and ADD that the circuit breaker fault current rating shall be 22,000 amps. 21. ME1, Mechanical Floor Plan — ADD opposed blade volume dampers in both the existing and new 34 -inch supply branch ducts. 22. ME1, Mechanical Floor Plan — REVISE the callout for where to run power from to "Section 1K" in MCC5002. 23. ME1, Package HVAC Unit Table — ADD "AAON RN Series" as an acceptable manufacturer for the air handling unit. 24. M2, Duct Penetration Detail (2 /M2) — REVISE the size of the four expansion anchors to "3/8- inch." 25. M2, Unit Curb Detail (6/Iv12) — DELETE the condensate drain immediately after the condensate trap. The intent is for the drain to discharge onto the concrete slab. Addendum No. 1 Electrical Room 5020 Cooling System Replacement Project Number 6312 Page 3 of 3 ELECTRICAL ROOM 5020 COOLING SYSTEM REPLACEMENT PROJECT NO. 6312 - BIDDING DOCUMENTS TABLE OF CONTENTS Section 00030 ADVERTISEMENT TO BID Section 00100 INSTRUCTIONS TO BIDDERS Section 00300 BID FORMS Section 00500 AGREEMENT I_- Section 00800 SUPPLEMENTARY CONDITIONS Section 00810 OREGON PREVAILING WAGE RATES Section 01100 SPECIAL PROVISIONS Section 01140 SEQUENCE OF WORK Section 01310 PROJECT MEETINGS Section 01320 PROGRESS SCHEDULES Section 01330 SUBMITTAL PROCEDURES Section 01410 TESTING LABORATORY SERVICES Section 01510 TEMPORARY UTILITIES Section 01545 PROTECTION OF WORK AND PROPERTY Section 01570 TEMPORARY CONTROLS Section 01600 PRODUCT REQUIREMENTS Section 01640 MANUFACTURERS' SERVICES Section 01650 FACILITY START UP AND TESTING Section 01720 RECORD DRAWINGS Section 01770 CLOSEOUT PROCEDURES Section 01785 OPERATION AND MAINTENANCE DATA Section 01999 FORMS Section 02050 DEMOLITION Section 02120 CLEARING AND GRUBBING Section 02230 SEDIMENTATION CONTROL Section 15050 BASIC MECHANICAL MATERIALS AND METHODS Section 15090 SUPPORTS AND ANCHORS Section 15850 AIR HANDLING Section 15880 AIR DISTRIBUTION Section 15990 AIR TESTING, ADJUSTING AND BALANCING Electrical Room 5020 Cooling System Replacement Project Number 6312 Table of Contents - i DRAWINGS Sheet S1 Exterior Slab and Tunnel Sheet S2 Tunnel Sections Sheet S3 Tunnel Details Sheet ME1 Mechanical/Electrical Floor Plan Sheet M2 Mechanical Details f- - I I • f_. Electrical Room 5020 Cooling System Replacement Project Number 6312 Table of Contents - i Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 SECTION 00030 — ADVERTISEMENT TO BID RECEIPT OF BIDS: Sealed Bids will be received by Jane Nishizaki, Administrative Assistant, at the office of Clean Water Services (OWNER) located at Treatment Plant Services Building at 16060 SW 85th Avenue, Tigard, Oregon 97224, until 2:00 p.m. local time, on December 12, 2006, for the Electrical Room 5020 Cooling System Replacement. Any Bids received after the specified time and date will not be considered. No electronic submissions will be accepted. First -Tier Subcontractor Disclosure Forms must be delivered to the same location on or before 4:00 p.m. local time on the same day in a separate envelope from the Bid. OPENING OF BIDS: The Bids will be publicly opened and read at 4:00 p.m. local time on December 12, 2006 at the above - mentioned office of the OWNER. COMPLETION OF WORK: The WORK must be completed within 136 successive days after the commencement date in the Notice to Proceed. DESCRIPTION OF WORK: The WORK is a Public Work project subject to ORS 279C.800 to 279C.870. The WORK includes: replacement of the cooling system for Electrical Room 5020 at the Durham Advanced Wastewater Treatment Facility, including but not limited to: demolition of the existing cooling system, a new packaged pad mounted cooling and ventilating unit, a cast -in -place concrete pad for mounting the unit, concrete duct tunnels for connecting to the electrical room, ductwork modifications within the electrical room, core drills through the electrical room for various penetrations, duct tunnel drain piping, and all associated electrical and control installations; and other work necessary to provide a complete and functional system constructed in accordance with the Contract Documents. I SITE OF WORK: The site of the WORK is located at the Durham Advanced Wastewater Treatment Facility at 16580 SW 85 Avenue, Tigard, Oregon 97224 (Site). ESTIMATED CONSTRUCTION COST: The estimated construction cost of the WORK is $100,000. OBTAINING CONTRACT DOCUMENTS: The Contract Documents are entitled Electrical Room 5020 Cooling System Replacement, Project No. 6312. The following plan room services have received sets of Contract Documents for the WORK: Oregon Contractor Plan Center McGraw Hill Construction P.O. Box 477 Portland Plan Center 14625 S.E. 82 Drive 3461 NW Yeon I _ Clackamas, Oregon 97015 Portland, Oregon 97209 Telephone: 503/650 -0148 Telephone: 503/223 -3012 Fax: 503/650 -8273 Fax: 503/223 -3094 Daily Journal of Commerce Portland Plan Center 2840 N.W. 35 Avenue Portland, Oregon 97210 -0127 Telephone: 503/274 -0624 Fax: 503/274 -2616 00030 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 q The Contract Documents may be examined at OWNER's Treatment Plant Services Building located at 16060 SW 85th Avenue, Tigard, Oregon 97224. Contractors may obtain Contract Documents at the office of the OWNER (contact Jane Nishizaki, telephone 503 - 547 -8175, fax 503 - 547 -8196, email nishizakij @cleanwaterservices.org) upon payment of a non - refundable fee of $50 per set, which includes technical specifications and accompanying reduced scale drawings. Reduced drawings are one -half of the original scale. Contractors may purchase full -scale drawings at reproduction cost from OWNER. BID SECURITY: Each Bid shall be accompanied by a certified or cashier's check or Bid Bond in the amount of 10 percent of the Lump Sum Price payable to Clean Water Services as a guarantee that the Bidder, if its Bid is accepted, will promptly execute the Agreement. A Bid shall not be considered unless one of the forms of Bidder's security is enclosed with it. Each Bid must contain a statement as to whether a Bidder is a Resident Bidder as defined by ORS 279A.120. BIDS TO REMAIN OPEN: The Bidder shall guarantee the Lump Sum Price for a period of 60 calendar days from the date of Bid opening. PRE -BID CONFERENCE AND VISIT TO SITE: Prospective Bidders are encouraged to attend a pre - bid conference and Site visit that will begin at 9:00 a.m. and last until approximately 10:00 a.m. local time on November 30, 2006. The conference will be held at the Durham Treatment Plant Services Building, located at 16060 SW 85 Avenue, Tigard, Oregon 97224, and will be followed by the Site visit. The purpose of the conference and Site visit is to discuss the scope of the project and bidding requirements and to acquaint Bidders with Site conditions. Detailed technical questions may be - submitted in writing but they will be answered, if warranted, by addenda later. Oral statements may not be relied upon and will not be binding or legally effective. ADMINISTRATIVE ISSUES: To view and obtain Contract Documents, obtain plan holders list, obtain Bid results, and fulfill other administrative issues, contact the OWNER: Clean Water Services Ms. Jane Nishizaki 16060 SW 85 Avenue Tigard, OR 97224 503 - 547 -8175 Ph 503 - 547 -8196 Fax nishizakij@cleanwaterservices.org TECHNICAL ISSUES: Direct communications to the ENGINEER: Clean Water Services Mr. Nathan Cullen, P.E. 16060 SW 85 Avenue Tigard, Oregon 97224 503 - 547 -8176 Ph 503 - 547 -8196 Fax cullenn @cleanwaterservices.org 00030 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 BIDDER LICENSING: Prior to submission of its Bid, Bidder shall be licensed with the Oregon Construction Contractors Board as required by ORS 701.055, and thereafter comply with the requirements of ORS 701.035 to 701.137. Bidders need not be licensed under ORS 468A.720 (regarding licensing of contractors on projects involving asbestos abatement.) BIDDER QUALIFICATIONS: Bidders shall be qualified in accordance with the applicable parts of ORS 279C in order to submit a bid for public work in Oregon. OWNER'S RIGHTS RESERVED: OWNER reserves the right to reject any or all Bids not in compliance with all prescribed public bidding procedures and requirements or when OWNER finds the Bidder is not responsible as that term is used in any applicable OWNER's Purchasing Rules of Procedure and ORS 279A.010(1)(p). OWNER may also cancel this solicitation or reject any Bid not in compliance with all prescribed public bidding procedures and requirements, and may reject for good cause any or all Bids upon a finding by OWNER that it is in the public interest to do so. Dated this day of , 2006 Clean Water Services - END OF SECTION - 1 00030 -3 November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 SECTION 00100 - INSTRUCTIONS TO BIDDERS 1. DEFINED TERMS. Terms used in these Instructions To Bidders and the Advertisement to Bid which are defined in the General Conditions have the meanings assigned to them in the General Conditions. Certain additional terms used in the Bidding Documents have the meanings indicated below which are applicable to both the singular and plural thereof. 1.1 Bidder- -One who submits a Bid directly to OWNER, as distinct from a sub - bidder, who submits a price or quote to a Bidder. 1.2 Successful Bidder -- Lowest, responsible and responsive Bidder to whom OWNER (on the basis of OWNER's evaluation as hereinafter provided) makes an award. 2. COPIES OF BIDDING DOCUMENTS. 2.1 Complete sets of Bidding Documents must be used in preparing Bids. OWNER assumes no responsibility for errors or misinterpretations resulting from use of incomplete sets of Bidding Documents. 2.2 Full -size Drawings may be obtained from OWNER at cost of reproduction and handling, plus postage for mailing (if mailing is requested). Drawings will only be made available to firms on the Bidding Document Holders List having complete sets of Bidding Documents. 2.3 Bidding Documents made available on the above terms are only for the purpose of obtaining Bids for the WORK and do not confer a license or grant for any other use. 3. QUALIFICATIONS OF BIDDERS. 3.1 To demonstrate qualifications to perform the WORK, the apparent Successful Bidder and other Bidders as determined by the OWNER, must be prepared to submit within 7 days after OWNER's written request, evidence such as financial data, previous experience, present commitments, and other such data as may be called for in the Bidding Documents. 3.2 Each Bid must contain evidence of Bidder's qualification to do business in the state where the project is located or covenant to obtain such qualification prior to Contract award. 3.3 Bidders for public WORK in Oregon shall be qualified in conformance with ORS Chapter 279C. 3.4 Nothing indicated herein will prejudice OWNER's right to seek additional pertinent information as is provided in Article 14 — Evaluation of Bids of this Section. 3.5 Bidders and every subcontractor performing Work on the project must have filed with the Construction Contractors Board a public works bond in the amount of $30,000 with a corporate surety authorized to do business in the State of Oregon before starting work on the project unless exempt under 279C.836(7) (M/W /SB Contractors) or 279C.836(8) (emergency contracts). 00100 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 4. LICENSING REQUIREMENTS. 4.1 A person, partnership, corporation, or joint venture shall have a current, valid license issued by the Oregon Construction Contractors Board, as required by ORS 701.055, prior to submitting a Bid to do WORK as a contractor or subcontractor. 5. ENVIRONMENTAL AND NATURAL RESOURCES LAWS AND REGULATIONS. 5.1 Bidder's attention is directed to the General Requirements and Supplementary Conditions for ordinances and regulations dealing with the prevention of pollution and preservation of natural resources which may affect the performance of the WORK. Bidder shall take such ordinances and regulations into consideration in preparation and submission of its Bid. 6. INTERPRETATIONS AND ADDENDA. 6.1 All questions about the meaning or intent of the Bidding Documents are to be directed to the OWNER. Questions shall be submitted in writing only (i.e., mail, fax or e- mail). Additions, deletions, or revisions to the Bidding Documents considered necessary by the OWNER in response to such questions will be issued by Addenda mailed or delivered to all parties recorded by the OWNER as having received the Bidding Documents. Questions received less than 10 days prior to the date of Bids may not be answered. Only answers to such questions issued by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 6.2 Addenda may also be issued to make other additions, deletions, or revisions to the Bidding C Documents. Bidders shall acknowledge receipt of all Addenda on the Bid Form in the appropriate space. 6.3 Bidders shall make no special interpretation or inference of intent from differing formats in the Technical Specifications. 7. BIDDER'S EXAMINATION OF BIDDING DOCUMENTS AND SITE. r 7.1 It is the responsibility of each Bidder before submitting a Bid: • A. To examine thoroughly the Bidding Documents and other related data identified in the Bidding Documents; B. To visit the site to become familiar with local conditions that may affect cost, progress, or performance of the WORK; C. To consider federal, state, and local Laws and Regulations that may affect cost, progress, or performance of the WORK; D. To study and carefully correlate the Bidder's observations with the Bidding Documents; and E. To promptly notify the OWNER of all conflicts, errors, ambiguities, or discrepancies in or between the Bidding Documents and such other related data. 00100 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 7.2 Information and data reflected in the Bidding Documents with respect to underground facilities at or contiguous to the site are based upon information and data furnished to the OWNER by the owners of such underground facilities or others, and the OWNER does not assume responsibility for the accuracy or completeness thereof unless it is expressly provided otherwise in the Supplementary Conditions. 7.3 Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders on subsurface conditions, underground facilities, and other physical conditions, and possible changes in the Bidding Documents due to differing conditions appear in Paragraphs 4.02 through 4.04 of the General Conditions. 7.4 Before submitting a Bid, each Bidder will, at Bidder's own expense, make or obtain any additional examinations, investigations, explorations, tests, and studies and obtain any additional information and data which pertain to the physical conditions (surface, subsurface, and underground facilities) at or contiguous to the Site or otherwise which may affect cost, progress, or performance of the WORK and which the Bidder deems necessary to determine its Bid for performing the WORK in accordance with the time, price, and other terms and conditions of the Bidding Documents. 7.5 On request a minimum of 2 days in advance, the OWNER will provide each Bidder access to the Site to conduct such examinations, investigations, explorations, tests, and studies as each Bidder deems necessary for submission of a Bid. Location of any excavation or boring shall be subject to prior approval of OWNER and applicable agencies. Bidder shall fill all holes, restore all pavement to match existing structural section, and shall clean up and restore the Site to its former condition upon completion of such explorations. 7.6 The lands upon which the WORK is to be performed, rights -of -way, and easements for access thereto and other lands designated for use by the CONTRACTOR in performing the WORK are identified in the Bidding Documents. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by the CONTRACTOR. Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by the OWNER unless otherwise provided in the Bidding Documents. 7.7 The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Paragraph 7 and the following: A. That the Bid is premised upon performing the WORK required by the Bidding Documents without exception and such means, methods, techniques, sequences, or procedures of construction (if any) as may be required by the Bidding Documents; B. That Bidder has given OWNER written notice of all conflicts, errors, ambiguities, and discrepancies in the Bidding Documents and the written resolution thereof by OWNER is acceptable to the Bidder; and C. That the Bidding Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance of the WORK. 8. SUBCONTRACTORS, SUPPLIERS, AND OTHERS. 00100 -3 November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 8.1 ORS 279C.370 requires Bidders for Public Improvement Projects exceeding $100,000 to submit a disclosure form identifying first -tier Subcontractors that will furnish labor or labor and materials equal to 5 percent of the total Contract Price, but at least $15,000; or $350,000, regardless of percentage of the total Contract Price. If no Subcontractors are subject to the disclosure requirements, "NONE" shall be indicated on the form to be provided. Subcontractor disclosure not submitted with the Bid shall be submitted within 2 working hours of Bid closing. If Bidder fails to submit a disclosure form with the information required and by the stated deadline, the Bid will be rejected. 8.2 The definition of a Subcontractor does not include Suppliers who provide materials only. 8.3 If Successful Bidder declines to make a substitution of Subcontractor, Supplier, person, or organization acceptable to OWNER, as required by Paragraph 6.06.B of the General Conditions, OWNER may award the Contract to the next lowest Bidder that proposes to use acceptable Subcontractors, Suppliers, and other persons and organizations. Declining to make requested substitutions will not constitute grounds for sacrificing the Bid security of any Bidder. Any Subcontractor, Supplier, other person, or organization listed and to whom OWNER does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER subject to revocation of such acceptance after the effective date of the Agreement as provided in General Conditions Paragraph 6.06.B. 9. WAGE RATES. 9.1 The WORK under these Bidding Documents is to be paid for by public funds. The minimum . . prevailing wage rates contained in the Prevailing Wage Rates for Public Works Contracts in Oregon dated July 1, 2006, as amended by the October 1, 2006 publication Amendment to Prevailing Wage Rates for Public Works Contracts in Oregon, and the publication Correction to October 1, 2006 Amendment to Prevailing Wage Rates for Public Works Contracts in Oregon, are all available at http: / /www.oregon.gov /BOLI and are hereby incorporated herein as of the date these Bidding Documents were first advertised. 9.2 ORS 279C.365(1)(g) requires that all Bids for public work, including those public work r projects financed by federal funds and subject to the Davis Bacon Act, shall include a statement by the Bidder that it will comply with the provisions of ORS 279C.840 or 40 U.S.C. 276a. When the Bid Form in the Bidding Documents contains a statement of Bidder's declaration of compliance with ORS 279C.840 or 40 U.S.C. 276a, the Bidder's signing of the Bid constitutes compliance with this Oregon Statute. 9.3 Bidder shall include in its Bid, pursuant to ORS 279C.830, the cost of the fee Contractor is required to pay to the Commissioner of the Bureau of Labor and Industries pursuant to the provisions of ORS 279C.825. The fee is one -tenth of one percent of the price of this Contract, but not less than $100 nor more than $5,000 regardless of the Contract price. 10. BID FORM. 00100 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 10.1 The Bid shall be submitted on the Bid Form provided herein. All blanks on the Bid Form shall be completed by typing or printing in ink. All price information shall be shown in both words and figures where required. All names must be printed below the signatures. The Bid shall be submitted in a sealed envelope which shall be plainly marked in the upper left hand corner with the name and address of the Bidder and shall bear the words "BID FOR" followed by the title of the Bidding Documents for the WORK, the name of OWNER, the address where Bids are to be delivered or mailed to, and the date and hour of opening of Bids. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 10.2 First -Tier Subcontractor Disclosure Forms must be delivered to the same location for delivery of the Bids within two hours of the specified time for receipt of Bids. 10.3 Bidder's state Contractor license number for the State of Oregon shall be shown on the Bid Form. 10.4 Each Bid must identify whether the Bidder is a resident bidder, as defined by ORS 279A.120, by completing and submitting the Resident/Nonresident Bidder Status Form. 11. BID CERTIFICATES 11.1 Bids by corporations must be executed in the corporate name by the president, a vice- president, or other corporate officer. Such Bid shall be accompanied by the enclosed Certificate of Authority to sign, and shall be attested by the secretary or assistant secretary. The corporate address and state of incorporation must appear below the signature. 11.2 Bids by partnerships must be executed in the partnership name and be signed by a managing partner, accompanied by the enclosed Certificate of Authority to sign, and his /her title must appear under the signature and the official address of the partnership must appear below the signature. 11.3 Bids by joint ventures must be executed in the joint venture name and be signed by a joint venture managing partner, accompanied by the enclosed Certificate of Authority to sign, and his /her title must appear under the signature and the official address of the joint venture must appear below the signature. 12. DISQUALIFICATION OF BIDDERS. More than one Bid from an individual, firm, partnership, corporation, or association under the same or different names will not be considered. If OWNER believes that any Bidder is interested in more than one Bid for the WORK contemplated, all Bids in which such Bidder is interested will be rejected. If OWNER believes that collusion exists among the Bidders, all Bids will be rejected. A party who has quoted prices to a Bidder is not hereby disqualified from quoting prices to other Bidders, or from submitting a Bid directly for the WORK. 13. QUANTITIES OF WORK — Not applicable. 14. EVALUATION OF BIDS. 00100 -5 November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 14.1 OWNER will evaluate Bids to determine which responsible Bidder has made the lowest responsive Bid. OWNER will make this evaluation in accordance with the Bidding Documents and applicable law. OWNER may reject a Bid when it is the public interest to do so, or when OWNER finds the Bidder is not responsible, as that term is used in any applicable OWNER's Purchasing Rules of Procedure and ORS 279A.010(1)(p). OWNER may also reject Bids from Bidders declared ineligible under ORS 279C.860, from Bidders listed as not qualified by the State of Oregon Construction Contractors Board, from Bidders that have not met the requirements of ORS 279A.105(1), (2), or (3), and for other circumstances that indicate acceptance of the Bid may impair the integrity of the selection process. 14.2 OWNER reserves its right to reject any or all Bids, including without limitation the right to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids, and to reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the public to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by OWNER. OWNER reserves the right to reject all Bids and rebid the Project if in the best interest of the OWNER in accordance with ORS 279C.395. OWNER also reserves the right to waive all informalities not involving price, time, or changes in the WORK. 14.3 In evaluating Bids, OWNER will consider the qualifications of Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices, and other data, as may be requested in the Bid Form or prior to the Notice of Award. OWNER shall (-- have the right to accept alternates in any order or combination, unless otherwise provided in the Bidding Documents. 14.4 OWNER may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the WORK for which the identity was required. OWNER also may consider the operating costs, maintenance requirements, performance data, and guarantees of major items of materials and equipment proposed for incorporation in the WORK when such data are required to be submitted prior to the Notice of Award. 14.5 OWNER may conduct such investigations as OWNER deems necessary to assist in Bid evaluation and to establish responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers, and other persons and organizations to execute WORK in accordance with the Bidding Documents to OWNER's satisfaction within the prescribed time. 14.6 In determining the lowest responsible Bidder, OWNER will for the purpose of awarding the Contract, add a percent increase on the Bid of a nonresident Bidder equal to the percent, if any, of the preference given to that Bidder in the state in which the Bidder resides. 14.7 If, at the time this Contract is to be awarded, the total of the lowest acceptable Bid exceeds the funds then estimated by OWNER as available, OWNER may reject all Bids or take such other action as best serves OWNER's interests. 00100 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 14.8 In the event of failure of the Successful Bidder to sign the Agreement and provide acceptable Performance and Payment Bond(s), insurance certificate(s), and other required documents, OWNER may award the Contract to the next lowest responsive, responsible Bidder. 15. SUBMISSION OF BIDS. The Bid shall be delivered by the time and to the place stipulated in the Advertisement To Bid. It is the Bidder's sole responsibility to see that its Bid is received in proper time and at the proper place. 16. BID SECURITY, BONDS, AND INSURANCE. Each Bid shall be accompanied by a certified or cashier's check or approved Bid Bond in the amount stated in the Advertisement To Bid. The check or bond shall be made payable to OWNER and shall be given as a guarantee that the Bidder, if awarded the WORK, will enter into an Agreement with OWNER, and will furnish the necessary insurance certificates, Payment Bond, and Performance Bond; each of the bonds to be in the amount stated in the General Conditions and Supplementary Conditions, and copies of Public Works Bonds. In case of refusal or failure to enter into the Agreement, the check or Bid Bond, as the case may be, shall be forfeited to OWNER. If the Bidder elects to furnish a Bid Bond as its Bid security, the Bidder shall use the Bid Bond form bound herein, or one conforming substantially to it in form. Bid Bonds shall comply with the requirements applicable to payment and performance bonds in the General Conditions. 17. DISCREPANCIES IN BIDS. In the event there is more than one Bid item in a Bid Schedule, the Bidder shall furnish a price for all Bid items in the Schedule, and failure to do so will render the Bid non - responsive and may cause its rejection. In the event there are unit price Bid items in a Bidding Schedule and the amount indicated for a unit price Bid item does not equal the product of the unit price and quantity, the unit price shall govern and the amount will be corrected accordingly, and the BIDDER shall be bound by the correction. In the event there is more than one Bid item in a Bid Schedule and the total indicated for the Schedule does not agree with the sum of the prices bid on the individual items, the prices bid on the individual items shall govern and the total for the Schedule will be corrected accordingly, and the Bidder shall be bound by the correction. In the case of discrepancies between figures and written words, words shall govern. 18. MODIFICATIONS AND UNAUTHORIZED ALTERNATIVE BIDS. Unauthorized conditions, limitations, or provisos attached to the Bid shall render it informal and may cause its rejection as being non - responsive. The Bid Form shall be completed without interlineations, alterations, or erasures in the printed text. Alternative Bids will not be considered unless called for. Oral, telegraphic, telephonic or electronic Bids or modifications will not be considered. 19. WITHDRAWAL OF BID. 00100 -7 November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 19.1 The Bid may be withdrawn by the Bidder by means of a written request, signed by the Bidder or its properly authorized representative. Such written request must be delivered to the place stipulated in the Advertisement To Bid for receipt of Bids prior to the scheduled closing time for receipt of Bids. If within 24 hours after Bids are opened, any Bidder files a duly signed, written notice with OWNER and promptly thereafter demonstrates to the reasonable satisfaction of OWNER that there was a material and substantial mistake in the preparation of its Bid, as determined by Oregon law and any applicable OWNER's Purchasing Rules of Procedure, that Bidder may withdraw its Bid and the Bid security will be returned. Thereafter, that Bidder will be disqualified from further consideration on the WORK to be provided under the Contract Documents. 20. AWARD OF CONTRACT. Award of the Contract, if awarded, will be made to the lowest responsive, responsible Bidder whose Bid complies with the requirements of the Bidding Documents. Unless otherwise specified, any such award will be made within the period stated in the Advertisement To Bid that the Bids are to remain open. Unless otherwise indicated, a single award will be made for all the Bid items in an individual Bid Schedule. In the event the WORK is contained in more than one Bid Schedule, OWNER will award all Schedules. 21. RETURN OF BID SECURITY. Within 14 days after award of the Contract, OWNER will return the Bid securities accompanying such Bids that are not being considered in making the award. All other Bid securities will be held until the Agreement has been finally executed. They will then be returned to the respective Bidders whose Bids they accompany. 22. EXECUTION OF AGREEMENT. 22.1 The Bidder to whom award is made shall execute a written Agreement with OWNER on the form of Agreement provided, shall secure all insurance, and shall furnish all certificates and bonds required by the Bidding Documents within 10 calendar days after receipt of the Notice of Award from OWNER. Failure or refusal to enter into an Agreement as herein provided or to conform to any of the stipulated requirements in connection therewith shall be just cause for annulment of the award and forfeiture of the Bid security. If the lowest responsive, responsible Bidder refuses or fails to execute the Agreement, OWNER may award the Contract to the second lowest responsive, responsible Bidder. If the second lowest responsive, responsible Bidder refuses or fails to execute the Agreement, OWNER may award the Contract to the third lowest responsive, responsible Bidder. On the failure or refusal of such second or third lowest Bidder to execute the Agreement, each such Bidder's Bid securities shall be likewise forfeited to OWNER. 22.2 Within 10 Calendar days of OWNER receiving properly executed Agreements and acceptable certificates and bonds, OWNER will provide one fully executed Agreement to CONTRACTOR. 23. LIQUIDATED DAMAGES. Provisions for liquidated damages are set forth in the Agreement. 24. RETAINAGE. Provisions concerning retainage and CONTRACTOR's rights to deposit securities in lieu of retainage are set forth in the Agreement. 00100 -8 November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement • Project Number 6312 25. PROTEST PROCEDURE: OWNER has adopted its own Public Contracting Rules and is not subject to the Attorney General's Model Public Contracting Rules. Copies of the OWNER's rules may be obtained by contacting OWNER's representative. Bidders should note that the rules contain, among other things, time deadlines for submission of protests. END OF SECTION . . r I 00100 -9 November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement I Project Number 6312 SECTION 00300 - BID FORM BID BID TO: Clean Water Services 1. The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with OWNER in the form included in the Contract Documents to perform the WORK as specified or indicated in the Contract Documents entitled Electrical Room 5020 Cooling System Replacement, Project No. 6312. 2. Bidder accepts all of the terms and conditions of the Bidding Documents and Contract Documents, including without limitation those in the Advertisement To Bid and Instructions to Bidders, dealing with the disposition of the Bid security. 3. This Bid will remain open for 60 days unless otherwise required by law. Bidder will enter into an Agreement within the time and in the manner required in the Advertisement To Bid and the Instructions to Bidders, and will furnish the insurance certificates, Payment Bond, Performance Bond, and copies of Public Works Bonds required by the Contract Documents. 4. Bidder agrees that as CONTRACTOR, it will comply with ORS 279C.840. 5. Bidder certifies that Bidder has not discriminated and will not discriminate, in violation of ORS 279A.110(1), against minority, women or emerging small business enterprises in obtaining any required subcontracts. 6. Bidder certifies that it has in place or will implement before performance of the Work for this project begins a mandatory employee drug- testing program. Bidder further certifies that it will demonstrate that the employee drug- testing program is in place. 7. Bidder has examined copies of all the Contract Documents including the following addenda (receipt of all of which is hereby acknowledged): Number Date Failure to acknowledge addenda shall render the Bid non - responsive and may be cause for its rejection. 8. Bidder has familiarized itself with the nature and extent of the Contract Documents, WORK, Site, locality where the WORK is to be performed, the legal requirements 00300 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 (federal, state and local laws, ordinances, rules, and regulations), and the conditions affecting cost, progress or performance of the WORK and has made such independent investigations as Bidder deems necessary. To all the foregoing, and including all Bid Form contained in this Bid, the Bidder further agrees to complete the WORK required under the Contract Documents within the Contract Time stipulated in the Contract Documents, and to accept in full payment therefor the Contract Price based on the Lump Sum Price named in the aforementioned Bid Form. Dated: Bidder: By: Name (Signature) Name (Type or Print) Title: r 00300 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 BID SCHEDULE Schedule of Bid Prices for Construction of Electrical Room 5020 Cooling System Replacement, Project No. 6312 SCHEDULE A Bid Item Lump Sum Price Electrical Room 5020 Cooling System Replacement (figures) (words) (words) • r _. 00300 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 BID CERTIFICATE (if Corporation) STATE OF SS: COUNTY OF I HEREBY CERTIFY RTIFY that a meeting of the Board of Directors of the a corporation existing under the laws of the State of , was held on , 2006, and the following resolution was duly passed and adopted: "RESOLVED, that , as of this Corporation, be and is hereby authorized to execute the Bid dated 2006 to Clean Water Services by this Corporation and that his /her execution thereof, attested by the Secretary of this Corporation shall be the official act and deed of this Corporation." I further certify that the resolution is now in full force and effect. I IN WITNESS WHEREOF, I have hereunto set my hand this , day of 2006. (Signature) (Title) Secretary (Address) 00300 - November 2006 • Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 BID CERTIFICATE (if Partnership) STATE OF SS: COUNTY OF I HEREBY CERTIFY that a meeting of the Partners of the t -- t a partnership existing under the laws of the State of , was held on , 2006, and the following resolution was duly passed and adopted: "RESOLVED, that , as of the Partnership, be and is hereby authorized to execute the Bid dated 2006 to Clean Water Services by this Partnership and that his /her execution thereof, attested by the General Partner shall be the official act and deed of this Partnership." I further certify that the resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this , day of 2006. (Signature) (Title) c_. (Address) 00300 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 BID CERTIFICATE (if Joint Venture) STATE OF ) l SS: COUNTY OF I HEREBY CERTIFY that a meeting of the Principals of the a joint venture existing under the laws of the State of , was held on , 2006, and the following resolution was duly passed and adopted: "RESOLVED, that , as of the Joint Venture, be and is hereby authorized to execute the Bid dated , 2006 to Clean Water Services by this Joint Venture and that his /her execution thereof, attested by the shall be the official act and deed of this Joint Venture." I further certify that the resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this , day of , n. 2006. Managing Partner (Address) 00300 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 BID BOND KNOW ALL MEN BY THESE PRESENTS, ( That as Principal, and as Surety, are held and firmly bound unto Clean Water Services, hereinafter called "OWNER," in the sum of dollars, for the payment of which sum, well and truly to be made, we jointly and severally bind ourselves, our heirs, executors, administrators, successors, and assigns firmly by these presents. WHEREAS, the Principal has submitted a Bid to OWNER to perform the WORK required under the Bid Form of OWNER's Contract Documents entitled Electrical Room 5020 Cooling System Replacement, Project No. 6312. NOW THEREFORE, if the Principal is awarded a contract by OWNER and, within the time and in the manner required in the "Advertisement To Bid" and the "Instructions To Bidders" enters into a ( written Agreement on the form of agreement bound with the Contract Documents, furnishes the required certificates of insurance, and furnishes the required Performance Bond and Payment Bond, and performs in all other respects the agreement created by this Bid, then this obligation ( shall be null and void, otherwise it shall remain in full force and effect. The Surety stipulates and agrees that the obligation of the Surety shall in no way be impaired or affected by an extension of the time within which OWNER may accept such Bid and the Surety further waives notice of any ( such extension. In the event suit is brought upon this bond by OWNER and OWNER prevails, the Principal and the Surety shall pay all costs incurred by OWNER in such suit, including reasonable attorney's fees and costs to be fixed by the court. SIGNED, this day of , 2006. (Principal) (Surety) By: By: ( (Signature) (Signature) (NOTARIAL ACKNOWLEDGEMENT OF SURETY) I 00300 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 NONCOLLUSION AFFIDAVIT FOR Electrical Room 5020 Cooling System Replacement, Project No. 6312 State of ) Services Requested ss. In Bid: Electrical Room 5020 County of ) Cooling System Replacement Project No. 6312 I state that I am (Title) of (Name of Firm) and being first duly sworn, depose and say that I am authorized to make this affidavit on behalf of this firm and its owners, directors, and officers. I state that: (1) The price(s) and amount of this Bid have been arrived at independently and without consultation, communication or agreement with any other contractor, Bidder or potential Bidder, except as disclosed on the attached appendix; (2) Neither the price(s) nor other information included in this Bid have been disclosed to any other firm or person who is a Bidder or potential Bidder, and that they will not be disclosed prior to the award of the Contract(s); (3) No attempt has been made or will be made to induce any firm or person to refrain from submitting a Bid, or to submit a Bid containing less competitive terms than those contained in this Bid; (4) The Bid of this firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from, any firm or person to submit a complementary or other noncompetitive proposal; (5) (Name of this Firm), its affiliates, subsidiaries, officers, directors and employees are not currently under investigation by any governmental agency and have not in the last four years been convicted of or found liable for any act prohibited by State or Federal law in any jurisdiction, involving conspiracy or collusion with respect to proposing on any public contract, except as described on the attached appendix. I ( I state that (Name of this Firm) understands and acknowledges that the above representations are material and important, and will be relied on by Clean Water Services in awarding the Contract(s) for which this Bid is submitted. I understand and this firm understands that any misstatement in this affidavit is and shall be treated as fraudulent concealment from Clean Water Services of the true facts relating to the submission of proposals for this Contract. Name of Company 1- Signature /Position Sworn to and subscribed before me this day of , 2006, by Notary Public for This Commission Expires: 00300 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 RESIDENT /NONRESIDENT BIDDER STATUS FORM Electrical Room 5020 Cooling System Replacement, Project No. 6312 f Oregon law (ORS 279A.120) requires OWNER, in determining the lowest responsible bidder, to add a percent increase on the bid of a nonresident bidder equal to the percent, if any, of the preference given to bidders in the state in which that bidder resides. Consequently, each bidder must indicate whether it is a resident or nonresident bidder. A resident bidder is a bidder who has paid unemployment taxes or income taxes in Oregon during the 12 calendar months immediately preceding submission of this bid, and has a business address in Oregon, and has stated in its bid whether the bidder is a "resident bidder." A "nonresident bidder" is a bidder who is not a resident bidder. The undersigned bidder states that it is: (check one) 1. A resident bidder 2. A nonresident bidder Indicate state in which bidder resides: CONSTRUCTION CONTRACTOR'S LICENSING Oregon law requires all contractors to be licensed with the Construction Contractors Board in order to submit a bid to do work and to do work as a contractor. The undersigned Bidder states it is now licensed with the Oregon Construction Contractors Board. L. Indicate Bidder's Construction Contractors Board Registration No. Signature of Bidder 1. -. 00300 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 FIRST -TIER SUBCONTRACTOR DISCLOSURE FORM FOR Electrical Room 5020 Cooling System Replacement, Project No. 6312 Bid Closing: Disclosure Submittal Deadline: This form must be submitted at the location specified in the Advertisement To Bid on the advertised bid closing date and within two working hours after the advertised bid closing time. List below the names of each subcontractor that will be furnishing labor or furnishing labor and materials and that is required to be disclosed, the category of work that the subcontractor will be performing and the dollar value of the subcontract. Enter `NONE' if there are no subcontractors that need to be disclosed (ATTACH ADDITIONAL SHEETS IF NEEDED). Subcontractor Name Dollar Value Category of Work Failure to submit this form by the disclosure deadline will result in a nonresponsive bid. A nonresponsive bid will not be considered for award. Form Submitted by (Bidder Name): ' Contact Name: Phone No.: By: �.. Title Date END OF SECTION 00300 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 SECTION 00500 - AGREEMENT THIS AGREEMENT is dated as of the day of , 2006 by and between Clean Water Services (hereinafter called OWNER) and (CONTRACTOR). OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK. CONTRACTOR shall complete the WORK as specified or indicated in OWNER's Contract Documents entitled Electrical Room 5020 Cooling System Replacement, Project No. 6312. The WORK is generally described as follows: replacement of the cooling system for Electrical Room 5020 at the Durham Advanced Wastewater Treatment Facility, including but not limited to: demolition of the existing cooling system, a new packaged pad mounted cooling and ventilating unit, a cast -in -place concrete pad for mounting the unit, concrete duct tunnels for connecting to the electrical room, ductwork modifications within the electrical room, core drills through the electrical room for various penetrations, duct tunnel drain piping, and all associated electrical and control installations; and other work necessary to provide a complete and functional system constructed in accordance with the Contract Documents. ARTICLE 2. ENGINEER. The project has been designed by MFIA, Inc. 2007 SE Ash Street, Portland, Oregon 97214, (503) 234 -0548 and WDY, 6443 SW Beaverton - Hillsdale Highway, Suite 210, Portland, Oregon 97221, (503) 203 -8111. Clean Water Services is hereinafter called ENGINEER and is to act as OWNER's representative, assume duties and responsibilities, and have the rights and authority assigned to ENGINEER in the Contract Documents in connection with the completion of the ( WORK in accordance with the Contract Documents. ARTICLE 3. CONTRACT TIMES. ( Milestone, Substantial Completion and Final Completion WORK shall be completed within the following days from the commencement date in the Notice to Proceed (NTP) or by the dates identified below: Milestone Successive Days from NTP 1) Substantial Completion 122 2) Final Completion 136 00500 - V November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 ARTICLE 4. LIQUIDATED DAMAGES. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the WORK is not completed within the time(s) specified in Article 3 herein, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expense, and difficulties involved in determining in a legal or other dispute resolution proceeding the actual loss suffered by OWNER if the WORK is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) CONTRACTOR shall pay OWNER the following amounts for each day that expires after the time specified in Article 3 herein: • Milestone Liquidated Damages per Day 1) Substantial Completion $200 2) Final Completion $200 In addition, CONTRACTOR shall pay damages of impacts to other contractors /suppliers affected by CONTRACTOR delays. OWNER shall recover such liquidated damages by deducting the amount owed by change order or from the final payment or any retainage held by OWNER. Each Milestone is a separate Contract requirement. OWNER will assess liquidated damage amounts additively for failure to meet multiple Milestone dates. ARTICLE 5. CONTRACT PRICE. OWNER shall pay CONTRACTOR for completion of the WORK in accordance with the Contract Documents in current funds the amount(s) set forth in the conformed Bid Forms, which are included as an attachment to this Agreement. ARTICLE 6. PAYMENT PROCEDURES. CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 00500 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 ARTICLE 7. RETAINAGE. Prior to Final Completion, OWNER shall retain from progress payments 5 percent of the value of WORK completed. In lieu of retainage, and at CONTRACTOR'S option, provisions may be made as provided in ORS 279C.560 for either depositing with OWNER or in a bank or trust company, bonds or securities of value equal to the retainage, to be held for the benefit of OWNER. Interest on such bonds or securities shall accrue to CONTRACTOR. Costs incurred by OWNER as a result of this option will be deducted from CONTRACTOR'S final payment. In lieu of retainage, CONTRACTOR may elect to have accumulated funds deposited by OWNER, as provided in ORS 279C.560, in an interest - bearing account. Interest on such an account would accrue to CONTRACTOR. Costs incurred by OWNER as a result of this option will be deducted from CONTRACTOR'S final payment. In lieu of retainage CONTRACTOR, with the approval of OWNER, may deposit a surety bond for all or any portion of the retainage in a form acceptable to OWNER. Such bond and any proceeds therefrom shall be made subject to all claims and liens as provided for in ORS 279C.550 to 279C.620. ARTICLE 8. PREVAILING WAGE RATES /BOLT FEE/PUBLIC WORKS BOND REQUIRED. CONTRACTOR agrees that the provisions required by ORS 279C.830 pertaining to CONTRACTOR's payment of prevailing wage rates shall be included as part of this Agreement. CONTRACTOR shall pay workers at not less than the specific minimum hourly rate of wages in accordance with the rates incorporated by reference in Section 00810 and shall require its subcontractors to pay their workers at such rates. CONTRACTOR shall pay a fee equal to one -tenth of one percent (.001) of the price of this Contract, but not less than $100 nor more than $5,000. The fee shall be paid within 60 days from the date CONTRACTOR first began work on the project or within ten (10) days of receipt of the first progress payment, whichever comes first. The fee is payable to the Bureau of Labor and Industries and shall be mailed or otherwise delivered to the Bureau at the following address: Contract Fee Section Prevailing Wage Rate Unit Bureau of Labor and Industries 800 N.E. Oregon Street, #1045 Portland, OR 97232 Before starting any Work on the project, CONTRACTOR shall have a public works bond filed with the Construction Contractors Board, unless exempt under 279C.836(7) (M/W /SB Contractors) or 279C.836(8) (emergency contracts). CONTRACTOR shall also include in every subcontract a provision requiring the subcontractor to have a public works bond filed with the Construction Contractors Board before starting work on the project unless exempt under 279C.836(7) (M/W /SB Contractors) or 279C.836(8) (emergency contracts). ARTICLE 9. CONTRACT DOCUMENTS. 00500 -3 November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning WORK are: • Permits from outside agencies • Addenda numbers to , inclusive • Conformed Bid Forms • Contract Specifications: Divisions 00 and 01 (Except Sections 00030 — Advertisement to Bid, and Section 00100 — Instructions to Bidders); Divisions 02 through 17 • Contract Drawings • Executed Performance and Payment Bonds • Copies of Public Works Bonds from Contractor and every subcontractor on the project There are no Contract Documents other than those listed in this Article 9. The Contract Documents may only be amended by Change Order as provided in Article 10 of the General Conditions. ARTICLE 10. ASSIGNMENT. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but without limitation monies that may become due and monies that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect of all covenants, agreements and obligations contained in the Contract Documents. ARTICLE 11. CERTIFIED PAYROLL STATEMENTS AND ADDITIONAL RETAINAGE. CONTRACTOR or CONTRACTOR'S surety, and every subcontractor or subcontractor's surety, shall file with OWNER written certified payroll statements (Certified Statements) that accurately and completely contain the payroll records for each week during which the CONTRACTOR or subcontractor employs a worker on a public works project. The Certified Statements shall contain the information required and conform to the requirements set forth in ORS 279C.845. CONTRACTOR shall file the Certified Statements with OWNER once a month by the fifth business day of the following month. OWNER shall retain 25 percent of any amount earned by CONTRACTOR, in addition to other retainage, on the WORK until CONTRACTOR has filed with OWNER the required Certified Statements. OWNER shall pay CONTRACTOR the amount retained under this section within 14 days after the CONTRACTOR files the required Certified Statements required by this article regardless of whether a subcontractor has failed to file Certified Statements. OWNER is not required to verify the truth of the contents of the Certified Statements filed by CONTRACTOR. 00500 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 CONTRACTOR shall retain 25 percent of any amount earned by a first -tier subcontractor on the WORK until the subcontractor has filed with OWNER the required Certified Statements. CONTRACTOR shall verify that the first -tier subcontractor has filed the Certified Statements before the CONTRACTOR may pay the subcontractor any amount retained under this article CONTRACTOR shall pay the first -tier subcontractor the amount retained under this article within 14 days after the subcontractor files the Certified Statements required by this article. Neither I OWNER nor CONTRACTOR is required to verify the truth of the contents of the Certified Statements filed by the first -tier subcontractor. r 00500 -5 November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 I -- i IN WITNESS WHEREOF, OWNER and CONTRACTOR have caused this Agreement to be executed the day and year first above written. OWNER CONTRACTOR By By Attest Attest Address for giving notices Address for giving notices Approved as to Form: License No. (Signature) F (Title) 00500 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 AGREEMENT CERTIFICATE (if Corporation) STATE OF SS: COUNTY OF ) I HEREBY CERTIFY that a meeting of the Board of Directors of the a corporation existing under the laws of the State of , was held on , 2006, and the following resolution was duly passed and adopted: "RESOLVED, that , as President of the Corporation, be and is hereby authorized to execute the Agreement dated , 2006 by and between this Corporation and Clean Water Services and that his /her execution thereof, attested by the Secretary of the Corporation, shall be the official act and deed of this Corporation." f I further certify that the resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this , day of 2006. President Secretary I= 00500 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 AGREEMENT CERTIFICATE (if Partnership) STATE OF SS: COUNTY OF I HEREBY CERTIFY that a meeting of the Partners of the a partnership existing under the laws of the State of , was held on , 2006, and the following resolution was duly passed and adopted: "RESOLVED, that , as of the Partnership, be and is hereby authorized to execute the Agreement dated 2006 by and between this Partnership and Clean Water Services and that his /her execution thereof, attested by the shall be the official act and deed of this Partnership." I further certify that the resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this , day of 2006. Partner 00500 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 AGREEMENT CERTIFICATE (if Joint Venture) STATE OF SS: COUNTY OF I HEREBY CERTIFY that a meeting of the Principals of the a joint venture existing under the laws of the State of , was held on , 2006, and the following resolution was duly passed and adopted: "RESOLVED, that , as of the Joint Venture, be and is hereby authorized to execute the Agreement dated I 2006 by and between this Joint Venture and Clean Water Services and that his /her execution thereof, attested by the shall be the official act and deed of this Joint Venture." im I further certify that the resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this , day of 2006. Managing Partner END OF SECTION • I =: 00500 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 SECTION 00800 — SUPPLEMENTARY CONDITIONS GENERAL These Supplementary Conditions make additions, deletions or revisions to the Section 00700 - General Conditions of the Contract Documents. All provisions which are not so added to, deleted or revised remain in full force and effect. Terms used in these Supplementary Conditions which are defined in the General Conditions have the meanings assigned to them in the General Conditions. SC- 1.01.A — Add new paragraphs immediately following Paragraph 1.01.A.52 as follows: 53. Final Completion - -See Paragraph 14.07.B.1 and SC- 14.07.B.1 for definition. 54. Latent Defect - -A defect in the Work of which the Owner has no actual knowledge. 55. Specialist - -The term Specialist refers to a person, partnership, firm, or corporation of established reputation (or if newly organized, whose personnel have previously established a reputation in the same field), which is regularly engaged in, and which maintains a regular force of workers skilled in either (as applicable) manufacturing of fabricated items required by the Contract Documents, or otherwise performing Work required by the Contract Documents. Where the Specifications require the installation by a Specialist, that term shall also be deemed to mean either the manufacturer of the items, a person, partnership, firm, or corporation licensed by the manufacturer, or a person, partnership, firm, or corporation who will perform the Work under the manufacturer's direct supervision. 56. Consultant - -An individual or entity having a direct contract with the Engineer or Engineer's Consultant for performance of work on the Project. SC -2.01 — Add the following paragraph immediately after 2.01.B: C. Public Works Bond: Before starting any Work on the project, CONTRACTOR shall have a public works bond filed with the Construction Contractors Board, unless exempt under 279C.836(7) (M/W /SB Contractors) or 279C.836(8) (emergency contracts). CONTRACTOR shall also include in every subcontract a provision requiring the subcontractor to have a public works bond filed with the Construction Contractors Board before starting work on the project unless exempt under 279C.836(7) (M/W /SB Contractors) or 279C.836(8) (emergency contracts). CONTRACTOR shall include copies of both its public works bond and the public works bonds from its subcontractors in the copies of the bonds required in 2.01.A above. SC- 2.02.A — Delete the first sentence of Article 2.02.A in its entirety and replace with the following sentence: Owner shall furnish to Contractor up to five copies of the Project Manual (Specifications and half -size Drawings) and two copies of full -size Drawings. SC- 2.03.A — Delete the third sentence of Paragraph 2.03.A in its entirety. SC- 3.01.A — Add the following at the end of Paragraph 3.01.A: 00800 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 In resolving inconsistencies among two or more components of the Contract Documents, precedence shall be given in the following order: 1. Permits from outside agencies 2. Agreement 3. Addenda 4. Contractor's Bid (Bid Form) 5. Supplemental Conditions 6. General Conditions 7. Specifications — Division 01 8. Specifications — Divisions 02 — 16 9. Drawings 10. Bonds Change Orders, Work Change Directives, Field Orders, Engineer's written interpretation and clarifications and Notice to Proceed, in precedence listed, will take precedence over all other Contract Document components referenced herein. Figure dimensions on Drawings take precedence over scaled dimensions. The Drawings with the higher level of detail take precedence over less detailed Drawings. SC-3.04.B.2 — Delete the parenthetical phrase in its entirety in Paragraph 3.04.B.2 and replace with the following: •(Subject to the provisions of Section 01300 — Submittals) SC-4.01.B — Delete Paragraph 4.01.8 in its entirety. SC- 4.02.B — In the first sentence, insert the word "reasonably" between the words "may" and "rely" and delete the second sentence (beginning with "Such" and ending with "Conditions ") of Paragraph 4.02.B. SC- 4.05.A — Add the following sentence after the first sentence of Paragraph 4.05.A: Reference points shall be as shown on the Drawings. SC-4.06.B — In the first sentence, insert the word "reasonably" between the words "may" and "rely". SC- 4.06.F - Delete this Paragraph in its entirety. SC- 4.06.G - Delete this Paragraph in its entirety. SC- 5.01.A — Delete the second sentence of Paragraph 5.01.A in its entirety and replace with the following: These bonds shall remain in effect until one year after date of Final Completion of the Project and acceptance by the Owner, except as provided otherwise by Laws or Regulations or by the Contract Documents. 00800 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 SC- 5.02.A - Add the following to Paragraph 5.02.A: Such surety shall have a rating of not less than A -X in the most current edition of Best's Rating Guide. SC- 5.03.A — Supplement Paragraphs 5.03.A as follows: Include the following parties or entities as additional insureds: 1. Clean Water Services (Owner) 2. Engineer and Engineer's consultants SC -5.04 - Delete Paragraph 5.04 in its entirety and replace with the following paragraphs: 5.04 Contractor's Liability Insurance A. Insurance Generally: Contractor shall provide the insurance coverage designated hereinafter and pay all costs therefor. 1. Contractor shall provide a certificate of insurance, in a form acceptable to Owner, meeting all of the insurance requirements of the Contract. Insurance is to be placed with insurers acceptable to Owner with a minimum Best's rating of A -X. 2. Before commencing work under this Contract, Contractor shall furnish Owner with certificates of insurance specified herein showing the type, amount, class of operations covered, effective dates and date of expiration of policies and containing substantially the following statement: "The insurance covered by this certificate will not be canceled or materially altered, except after 30 days' written notice has been received by Owner." 3. In case of the breach of any provision of this Paragraph, Owner, at its option, may take out and maintain, at the expense of Contractor, such insurance as Owner may deem proper and may deduct the cost of such insurance from retainage or from any monies that may be due or become due Contractor under this Contract. B. Contractor and Subcontractor Insurance: Contractor shall not commence work under this Contract until Contractor has obtained all the insurance required hereunder and submitted the requisite certificate of insurance and such insurance has been reviewed by Owner, nor shall Contractor allow any subcontractor to commence work on any subcontract until the insurance specified below has been obtained. Review of the insurance by Owner shall not relieve or decrease the liability of Contractor hereunder. C. Workers' Compensation: Contractor shall maintain during the life of this Contract workers' compensation insurance required by Oregon law and employer's liability coverage with minimum limits of $500,000 for all of Contractor's employees to be engaged in Work pursuant to this Contract. The insurer shall agree to waive all rights of subrogation against 00800 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 Owner and its officers, employees, agents and volunteers for losses arising from Work performed by Contractor for Owner. In case any such work is sublet, Contractor shall require all subcontractors to provide the same workers' compensation and employer's liability insurance for all of the subcontractor's employees to be engaged in such work. Where such Work under this Contract includes any water or navigational exposure, coverage shall be included to cover the Federal Longshoremen's and Harborworker's Act and the Federal Jones Act. D. Liability Insurance: Owner and its officers, employees, agents and volunteers shall be included as additional insured on all Contractor's insurance policies as respects liability arising out of activities performed by or on behalf of Contractors, products and completed operations of Contractor; premises owned, leased or used by Contractor, or automobiles owned, leased, hired or borrowed by Contractor. Coverage shall include contractual liability insurance covering Contractor's indemnity obligations under Paragraphs 6.11 and 6.20. The coverage shall contain no special limitations on the scope of protection afforded to Owner and its officers, employees, agents or volunteers. The "other insurance" clause in the required insurance shall not apply to the insurance policies of the Owner. E. Commercial and Automobile Liability Insurance: Contractor shall maintain during the life of this Contract coverage that is at least as broad as paragraphs A and B of this section, and with the limits required below: 1. Commercial General Liability Insurance: "Occurrence" Form including XCU, with a $ (see schedule below) combined single limit per occurrence and a $ (see schedule below) Products and Completed Operations and General Annual Aggregate limit. The policy shall be endorsed to provide full Products and Completed Operations and General Annual Aggregate limits for the Project independent of any other project of Contractor. (Note: "Claims Made" coverage may be considered subject to additional conditions on a case -by -case basis.) Schedule for Commercial General Liability Limits Product & Completed Operations and General Contract Bid Per Occurrence Limit Annual Aggregate Limit Less than $100,000 $500,000 $1,000,000 $100,000 - $1,000,000 $1,500,000 $2,000,000 Greater than $1,000,000 $4,000,000 $5,000,000 I 2. Automobile Liability Insurance: Code 1 ( "any auto ") and Uninsured Motorist Endorsement with a $ (see schedule below) combined single limit per occurrence. Contract Bid Per Occurrence Limit $0 - $1,000,000 $500,000 Greater than $1,000,000 $1,000,000 00800 -4 November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 F. Excess /Umbrella Liability: If Contractor's primary- coverage commercial general liability and automobile coverages do not meet the minimum limit required, Contractor shall maintain during the life of this Contract excess or umbrella liability over the primary policies sufficient to meet the total aggregate limits required by this Contract. G. Pollution Liability Insurance: Contractor shall obtain, at Contractor's expense, and keep in effect during the term of the Contract, Pollution Liability Insurance covering the Contractor's liability for bodily injury, property damage and environmental damage from sudden accidental pollution and related cleanup cost incurred by the Contractor, all arising out of the Work or services including the transportation risk to be performed under this Contract. Combined single limit per occurrence shall not be less than $2,000,000. Annual aggregate limit shall not be less than $2,000,000. H. Other Insurance Provisions: 1. Contractor shall show evidence that the required commercial and automobile liability is in effect for the entire term of this Contract. 2. Owner shall be named as an "Additional Insured" on all liability policies in effect r under this Contract. 3. Contractor's coverage shall be primary insurance for Owner and its officers, employees, agents and volunteers. Any insurance or self- insurance maintained by Owner and its officers, employees, agents or volunteers shall be in excess of Contractor's insurance and shall not contribute with it. 4. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to Owner and its officers, employees, agents or volunteers. 5. Coverage shall state that Contractor's insurance shall apply separately to each insured against whom a claim is made or suit is brought, except with respect to the limits of the insurer's liability. I. All Coverages: Any accidents or incidents causing injury or property damage shall be reported by Contractor to Owner and Contractor's insurer. Any deductible or self- insured retentions in excess of 1 percent of the Contract amount must be declared to and approved by Owner. At the option of Owner, the insurer shall reduce or eliminate such deductibles or self- insured retentions as respects Owner and its officers, employees, agents and volunteers, or Contractor shall procure a bond guaranteeing payment of losses and related investigation, claim administration and defense expenses. In the event any work under this Contract is performed by a subcontractor, Contractor shall be responsible for any liability directly or indirectly arising out of the work performed under this Contract by a subcontractor, which liability is not covered by the subcontractor's insurance. 00800 -5 November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 J. Insurance Coverage for Special Conditions: When the construction is to be accomplished within a public or private right -of -way requiring special insurance coverage, Contractor shall conform to the particular requirements of the authority having jurisdiction and provide the required insurance. Contractor shall include in its liability policy all endorsements that may be required for the protection of the owner and its officers, agents and employees. Insurance coverage for special conditions, when required shall be provided as set forth in the Supplementary Conditions. K. No Personal Liability for Public Officials: In carrying out any of the provisions hereof in exercising any authority granted by the Contract, there will be no personal liability upon any public official. L. Additional Insurance: In addition to the specific insurance requirements set forth above, Contractor shall also provide all insurance and /or certificates required by federal, state, county or municipal bodies, as well as railroads and public utilities. SC- 5.06.A — Delete the word "Owner" in the first sentence and replace with the word "Contractor". SC- 5.06.E — Replace the word "Owner" with the word "Contractor" and replace the word "Contractor with the word "Owner" throughout this paragraph. SC- 5.06.B — Delete the word "Owner" in the first line and replace with the word "Contractor". SC- 5.07.B.1. - Delete this Paragraph in its entirety. SC- 6.01.B — Add the following after the first sentence of Paragraph 6.01.9: The replacement shall also be a competent resident superintendent and shall be subject to F approval by Owner. The Contractor's superintendent shall be present at the Site at all times while Work is in progress and shall be available by phone for emergencies 24 hours per day, 7 days per week. If at anytime the superintendent leaves the Project Site while Work is in progress, Engineer shall be notified and provided with the name of the Contractor's representative having responsible charge. SC- 6.02.B — Add the following sentence to Paragraph 6.02.B: Contractor (and Subcontractors) regular work hours shall be between 7:00 a.m. and 6:00 -- p.m. on weekdays only. SC- 6.08.A — In Paragraph 6.08.A after the words, "Supplementary Conditions ", add the words, "or Division 1 — General Requirements ". SC -6.09 - Add the following paragraphs immediately after Paragraph 6.09.C.: D. The following paragraphs include without limitation the standard contract clauses that are required in every public contract in accordance with the Oregon Revised Statutes. 00800 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement ( Project Number 6312 Contractor shall include any other standard contract clauses required by federal, state and local laws, ordinances and regulations. This Agreement shall include by reference any other standard contract clauses required by federal, state, and local laws, ordinances and regulations. 1. Prompt Payment: Contractor shall promptly pay all of its obligations arising out of or in connection with the Work, including, but not limited to, payments (1) to all persons, as ( due, supplying to Contractor labor, equipment, services or material for the performance of the Work, (2) of all contributions or amounts due the Industrial Accident Fund from Contractor or any subcontractor incurred in the performance of the Work, and (3) to the ( Department of Revenue of all sums withheld from employees under ORS 316.167. 2. Prompt Payment Policy: It is the policy of the State of Oregon that all payments due ( on a public improvement contract and owed by a contracting agency shall be paid promptly. No public contracting agency is exempt from the provisions of ORS 279C.570. 3. Contractor's Failure to Make Prompt Payment: If, upon reasonable concern by ( Owner that Contractor has failed, neglected or refused to make prompt payment of any claim for labor, equipment, services or materials furnished to Contractor or a subcontractor by any person in connection with the Project as such claim becomes due, Owner may pay ( such claim to the person furnishing the labor, equipment, services or materials and charge the amount of the payment against funds due or to become due Contractor under the Contract. Owner reserves the right to make payments directly or by multiple -payee check and Contractor hereby consents to such direct and multiple -payee check payments. Upon Owner's request, Contractor shall furnish to Owner the information required to facilitate such payments with each application for payment, including (1) names, addresses, and telephone ( numbers of persons making any such claim for labor, equipment, services or material, and (2) a complete listing of outstanding amounts owed to all such persons. 4. Contractor's and First -Tier Subcontractor's Failure to Make Payment After Payment From Owner; Interest Penalty: If Contractor or a first -tier subcontractor fails, neglects or refuses to make payment to a person furnishing labor, equipment, services or materials in connection with the Project within thirty (30) days after receipt of payment from Owner or Contractor, Contractor or first -tier subcontractor shall owe the person the amount due plus interest charges commencing at the end of the 10 -day period that payment is due under ORS 279C.580(4) and ending upon final payment, unless payment is subject to a good faith dispute as defined in ORS 279C.580. The rate of interest charged to Contractor or first -tier subcontractor on the amount due shall equal three times the discount rate on 90 -day commercial paper in effect at the Federal Reserve Bank in the Federal Reserve district that includes Oregon on the date that is 30 days after the date when payment was received from the Owner or from Contractor, but the rate of interest may not exceed 30 percent. The amount of interest may not be waived. 5. Construction Contractors Board Complaint: If Contractor or a subcontractor fails, neglects or refuses to make payment to a person furnishing labor, equipment, services or materials in connection with the Project, the person may file a complaint with the Construction Contractors Board, unless payment is subject to a good faith dispute as defined in ORS 279C.580. 00800 -7 November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 6. Continuing Liability of Contractor and Surety: Payment by Owner of a claim in the manner authorized in this paragraph does not relieve Contractor or Contractor's surety from obligation with respect to any unpaid claims. 7. Prevailing Rate of Wage: This Project is a public works project subject to the prevailing wage rate requirements in ORS 279C.800 to 279C.870. Contractor and any subcontractors shall comply with ORS 279C.840. Workers in each trade or occupation required for the Work of this Project shall not be paid less than the minimum hourly rate of wage for such workers as detailed in Section 00810 of the specifications for this Agreement. 8. Fee to be Paid to BOLT: Contractor is required to pay a fee to the Bureau of Labor and Industries pursuant to the provisions of ORS 279C.825. The fee is one -tenth of one percent of the price of this Contract, but not less than $100 nor more than $5,000 regardless of the Contract price. 9. Compliance with Laws/Tax Laws: Contractor shall comply with all applicable federal, state, and local laws, statutes, codes, regulations, rules, orders and rulings as well as all applicable construction industry standards, including without limitation those governing labor, materials, equipment, construction procedures, safety, health, sanitation and the environment. Contractor agrees to indemnify, hold harmless, reimburse, and defend Owner from and against any penalties or liabilities arising out of violations of such obligations by Contractor or its subcontractors or suppliers at any tier. Contractor must also comply with all Oregon tax laws and shall submit a certification of such compliance in accordance with ORS 305.385(6). 10. Employee Drug Testing Program: Contractor shall certify to Owner that Contractor r has initiated, and shall maintain through the completion of the Work of the Project, an employee drug testing program. 11. Work Day/Work Week: No person shall be employed for more than 10 hours in any one day, or 40 hours in any one week, except in cases of necessity, emergency, or where the _ public policy absolutely requires it, and in such cases, the employee shall be paid at least time and a half pay (1) for all overtime in excess of eight hours a day or 40 hours in any one week when the work week is five consecutive days, Monday through Friday, or (2) for all overtime in excess of 10 hours a day or 40 hours in any one week when the work is four consecutive days, Monday through Friday, and (3) for all work performed on Saturday, and on any legal holiday specified in ORS 279C.540. 12. Notice of Required Work Hours: Contractor, each subcontractor and each lower -tier subcontractor must give notice to its employees in writing, either at the time of hire or before commencement of work, or by posting a notice in a location frequented by its employees, of the number of hours per day and days per week that the employees may be required to work. 13. Claims for Overtime: Any worker employed by Contractor shall be foreclosed from the right to collect for any overtime provided in ORS 279C.540 unless a claim for payment is filed with Contractor within 90 days from the completion of the contact, provided Contractor has: (1) Caused a circular clearly printed in boldfaced 12 -point type and containing a copy of this section to be posted in a prominent place alongside the door of the timekeeper's office or in a similar place which is readily available and freely visible to any or all workers 00800 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 employed on the work; (2) Maintained such circular continuously posted from the inception to the completion of the contract on which workers are or have been employed. 14. Worker's Compensation: All employers, including Contractor, that employ subject workers who work under this Contract in the State of Oregon shall comply with ORS 656.017 and provide the required Workers' Compensation coverage, unless such employers are exempt under ORS 656.126. Contractor shall ensure that each of its subcontractors 1 complies with these requirements. 15. Prompt Payment for Medical Services: Contractor shall promptly make payment, as due, to any person, co- partnership, association or corporation, furnishing medical, surgical or hospital care services or other needed care and attention, incident to sickness or injury, to the employees of Contractor, of all sums that Contractor agrees to pay for the services and all moneys and sums that Contractor collected or deducted from the wages of employees under any law, contract or agreement for the purpose of providing or paying for the services. 16. Prompt Payment by Contractor and Subcontractors; Interest Penalty: Contractor shall include in each subcontract and supply contract entered into by Contractor a clause obligating Contractor (1) to make payment to the subcontractor or supplier for satisfactory performance within ten (10) days out of such amounts as are paid to the Contractor by Owner under the Contract, and (2) if payment is not made within 30 days after receipt of payment from Owner, to pay the subcontractor or supplier an interest penalty on amounts due in the case of each payment not made in accordance with the payment clause included in the subcontract as required by this paragraph (1) above. The interest penalty shall be for the period beginning on the day after the required payment date and ending on the date on which payment of the amount due is made, and computed at the rate specified in Paragraph 6.09.D.4. Contractor shall also include in each subcontract and supply contract entered into by Contractor a clause obligating each subcontractor and supplier to include a payment clause and an interest penalty clause conforming to the standards of this paragraph and Paragraph 6.09.D.4 in each of its subcontracts and supply contracts and to include such clauses in their subcontracts and supply contracts with each lower -tier subcontractor or supplier. 17. List of Subcontractors /Licensing With Construction Contractors Board: Before commencing Work, Contractor shall provide to Owner and Engineer a list of all subcontractors and suppliers to be involved on the Project. The list shall be attached to the Agreement as an Exhibit. The receipt of such list shall not require Owner or Engineer to investigate the qualifications of proposed subcontractors and suppliers, nor shall it waive the right of Owner to later object to or reject any proposed subcontractor or supplier. It shall be I - the responsibility of Contractor to assure that all subcontractors are duly registered with the Oregon State Construction Contractors Board and have not been declared ineligible to work on a public contract. 18. Material Salvage: To the extent the scope of the Work for this Agreement requires demolition, Contractor must salvage or recycle construction and demolition debris, if feasible and cost - effective. 00800 -9 November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 19. Composting: To the extent the scope of the Work for this Agreement requires lawn and landscape maintenance, Contractor must compost or mulch yard waste material at an approved site, if feasible and cost - effective. 20. Environmental and Natural Resources Laws: Pursuant to ORS 279C.525, the following is a list of Federal, State, and Local agencies that have enacted ordinances or regulations dealing with the prevention of environmental pollution and the preservation of natural resources that may affect the performance of this Agreement. The following list may not include all such agencies that have enacted ordinances or regulations relating to the prevention of environmental pollution and preservation of natural resources. Federal Agencies: Agriculture, Dept. of Forest Service Natural Resources Conservation Service Defense, Dept. of Army Corps of Engineers Coast Guard Environmental Protection Agency Interior, Dept. of U.S. Fish and Wildlife Service Bureau of Land Management Bureau of Indian Affairs Bureau of Reclamation (— Labor, Dept. of Occupational Safety and Health Administration Transportation, Dept. of Federal Highway Administration Bureau of Mines Federal Energy Regulatory Commission Geological Survey Health and Human Services, Dept. of Housing and Urban Development, Dept. of Mine Safety and Health Administration Minerals Management Service National Oceanic and Atmospheric Administration Office of Surface Mining, Reclamation and Enforcement Water Resources Council State Agencies: Administrative Services, Dept. of Agriculture, Dept. of Columbia River Gorge Commission Consumer and Business Services, Dept. of Oregon Occupational Safety and Health Division Environmental Quality, Dept. of Fish and Wildlife, Dept: of Forestry, Dept. of Geology and Mineral Industries, Dept. of 00800 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement ( Project Number 6312 Human Services, Dept. of Labor and Industries, Bureau of Land Conservation and Development, Dept. of Natural Resources, Dept. of Parks and Recreation, Dept. of State Fire Marshall State Lands, Dept. of Water Resources Department Local Agencies: ( City Councils Circuit Courts County Commissioners, Boards of Fire Districts Historical Preservation Commission Planning Commissions Port Districts Special Districts Oregon Tribal Governments 21. Retainage: The withholding of retainage by Contractor or subcontractor shall be in accordance with ORS 279C.550 to ORS 279C.570 and 279C.845(7). 22. Liens: Contractor shall not permit any lien or claim to be filed or prosecuted against the state, county, school district, municipality, municipal corporation or subdivision thereof, on account of any labor or material furnished. 23. Notice of Claim on Bond: The notice of claim required by ORS 279C.600 must be sent by registered or certified mail or hand - delivered no later than 120 days after the day the person last provided labor or furnished materials or 120 days after the worker listed in the notice of claim by the Commissioner of the Bureau of Labor and Industries last provided labor. The notice may be sent or delivered to Contractor or subcontractor at any place Contractor or subcontractor maintains an office or conducts business or at the residence of Contractor or subcontractor. If the claim is for a required contribution to a fund of any employee benefit plan, the notice required by ORS 279C.600 must be sent or delivered within 150 Days after the employee last provided labor or materials. The notice shall be in writing substantially as follows: 1_: To (here insert the name of Contractor or Subcontractor and the name of the Owner): Notice is hereby given that the undersigned (here insert the name of the claimant) has a claim for (here insert a brief description of the labor or materials performed or furnished and the person by whom performed or furnished; if the claim is for other than labor or materials, insert a brief description of the claim) in the sum of (here insert the amount) dollars against the (here insert public works bond or payment bond, as applicable) taken from (here insert the name of the principal and, if known, the surety or sureties upon the public works bond or payment bond) for the work of (here insert a brief description of the work concerning which 00800 -11 November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 the public works bond or payment bond was taken). Such material or labor was supplied to (here insert the name of Contractor or subcontractor). (here to be signed) SC- 6.12.A — In the last sentence of Paragraph 6.12.A: delete the words, "these record documents" and replace with the words, "these record Drawings "; record specifications and insert the words, "annotated (marked -up to reflect field changes, if any) final" before the words, "Shop Drawings ". SC- 6.13.B — Add the following paragraph immediately after Paragraph 6.13.B: Contractor shall be aware that permit- required confined spaces may exist in or near the Project Site. Entry to these spaces must be accomplished in compliance with the requirements of OAR 166- 150 -0190 (29 CFR 1910.146). Examples of permit- required confined spaces include but are not limited to the following: 1. Open tanks beyond the handrails including clarifiers, aeration basins, channels, etc. 2. Manholes. 3. Flow control structures which have the potential to contain sewage. 4. Enclosed tanks including digesters, clarifiers, aerated grit basins, chemical tanks, etc. 5. Wet well and dry wells of pump stations. 6. Electrical vaults. The hazards associated with these confined spaces may include but are not limited to: 1. Oxygen deficiency. 2. Combustible vapors including methane. 3. Slip hazards. 4. Fall /retrieval hazard. 5. Engulfment hazard. 6. Lockout required of mechanical and electrical devices. 7. Toxic or hazardous chemicals including hydrogen sulfide and process chemicals. 8. Traffic hazards. 9. Hot work and ignition sources. 10. Potential for rapid changes in working conditions. 11. Painting or coating application activities often pose temporary hazards. Prior to beginning Work in permit- required confined spaces, Contractor shall provide Owner with a copy of Contractor's permit- required confined space entry plan /program including a copy of the permit forms that will be used by Contractor. Upon request by Contractor, Owner will review with Contractor, Owner's permit- required confined space program and specific procedures Owner would incorporate in spaces entered. Owner will coordinate any 00800 - November 2006 ( Clean Water Services Electrical Room 5020 Cooling System Replacement ( Project Number 6312 of its entries into the same spaces with Contractor. When the permit- required confined space Work is completed, Contractor shall inform Owner, in writing, of any hazards encountered or changes made resulting in different hazards within the space. SC -6.13 — Add the following paragraphs immediately after Paragraph 6.13.D: E. Before any Work at the Site is started, Contractor shall have prepared Contractor's ( written plan for the Project- specific safety precautions and programs, complete with respect to procedures and actions that Contractor intends for Contractor and all others as provided in Paragraphs 6.13.A.1 and 13.02, in order for Contractor and all others to comply with all ( applicable Laws and Regulations. Contractor's plan for safety precautions and programs shall have been approved and endorsed by Contractor's designated safety representative required in Paragraph 6.14. ( F. Contractor shall revise Contractor's plan for safety precautions and programs at appropriate times to reflect changes in construction conditions, the Work, Contractor's means, methods, techniques, sequences and procedures of construction, and the ( requirements of Paragraph 13.02. Contractor shall disseminate the original plan and revisions to all others indicated in Paragraphs 6.13.A.1 and 13.02. ( G. Contractor's plan for safety precautions and programs will not require more stringent safety requirements, training or other qualifications for all others, including those specified in Paragraph 13.02 and their employees, than Contractor sets forth for comparable activity and responsibility of Contractor, Subcontractors and Suppliers and their respective employees. SC -6.17 — Delete Paragraph 6.17 in its entirety. See Section 01300 — Submittals. SC- 6.20.A — Delete Paragraph 6.20.A in its entirety and add the following paragraph: A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify, hold harmless, reimburse and defend Owner and Engineer and the officers, directors, partners, members, employees, agents, consultants and subcontractors of each and any of ( them, and the successors in interest of the foregoing, from, for and against suits, actions, claims, damages, penalties, liabilities, losses and expenses (including but not limited to all fees and related costs, disbursements and expenses of engineers, architects, attorneys and ( expert witness' fees) arising out of or resulting from the performance of the Work, but only to the extent caused by: 1) the negligent acts or omissions of Contractor, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work or anyone for whose acts any of them may be liable, or 2) breach of this Contract by Contractor. ( SC-6.21.B — Add the following sentence to Paragraph 6.21.B: The design professional shall be registered in the State of Oregon. SC- 6.21.D — In the last sentence of Paragraph 6.21.D, delete the phrase "Paragraph 6.17.D.1" and replace with "Section 01300 — Submittals ". 00800 -13 November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 SC -7.01 — Add the following paragraphs immediately after Paragraph 7.01.C: D. Should Contractor cause damage to the work or property of any separate contractor at the site, or should any claim arising out of or resulting from Contractor's performance of the Work at the site be made by any separate contractor against Contractor, Owner, Engineer, or Engineer's consultants or any other person, Contractor shall promptly attempt to settle with such other contractor by agreement, or to otherwise resolve the dispute by mediation, arbitration or at law. Contractor shall, to the fullest extent permitted by Laws and Regulations, indemnify, hold harmless, reimburse and defend Owner and Engineer and the officers, directors, partners, members, employees, agents, consultants and subcontractors of each and any of them, and the successors in interest of the foregoing, from, for and against suits, actions, claims, damages, penalties, liabilities, losses and expenses (including but not limited to all fees and related costs, disbursements and expenses of engineers, architects, attorneys and expert witness' fees) arising directly, indirectly or consequentially out of or resulting from any action, legal or equitable, brought by a separate contractor against Owner, Engineer, or Engineer's Consultants or the officers, directors, employees, agents, or other consultants of each and any of them to the extent based on a claim caused by, arising out of, or resulting from Contractor's negligent or other failure of performance in the Work. E. Should a separate contractor cause damage to the Work or property of Contractor or should the performance of work by any separate contractor at the site give rise to any other claim, Contractor shall not institute any action, legal or equitable, against Owner, Engineer, or Engineer's Consultants or the officers, directors, employees, agents, or other consultants of each and any of them or permit any action against any of them to be maintained and continued in its name or for its benefit in any court or before any mediator or arbitrator which seeks to impose liability on or to recover damages from Owner, Engineer, or Engineer's Consultants or the officers, directors, employees, agents, or other consultants of each and any of them on account of any such damage or claim. SC -7.02 — Delete paragraphs 7.02.A and 7.02.B in their entireties and replace with the following: A. Engineer and Owner will have authority and responsibility for coordination of Site activities for various contractors and utility owners at and adjacent to the Project site. Contractor shall cooperate with this effort and assist the coordination with work activities conducted by other contractors performing such other work. B. Unless expressly assigned to Engineer or Owner, all other authority and P Y responsibilities shall remain vested in each contractor and utility owner. SC- 8.02.A — In Paragraph 8.02.A, delete the words, "to whom Contractor makes no reasonable objection, ". SC- 9.03.A — Add the following paragraphs immediately after Paragraph 9.03.A: 00800 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 B. The Resident Project Representative (RPR) will be furnished by Engineer. The responsibilities, authority, and limitations of the RPR are limited to those of Engineer in accordance with Paragraph 9.09 of the General Conditions and as set forth elsewhere in the Contract Documents and are further limited and described below. C. Responsibilities and Authority: ( 1. Schedules: Review and monitor the progress schedule, schedule of Submittal submissions and schedule of values prepared by Contractor and consult with Engineer concerning acceptability. ( 2. Conferences and Meetings: Conduct or attend meetings with Contractor, such as preconstruction conferences, progress meetings, Work conferences and other Project related meetings. 3. Liaison: (i) Serve as Engineer's liaison with Contractor, working principally through Contractor's superintendent and assist in understanding the intent of the Contract ( Documents; (ii) assist Engineer in serving as Owner's liaison with Contractor when Contractor's operations affect Owner's onsite operations; (iii) assist in obtaining from Owner additional details or information when required for proper execution of the Work. 4. Submittals: Receive Submittals which are furnished at the site by Contractor, and notify Engineer of availability for examination. Advise Engineer and Contractor of the ( commencement of any Work or arrival of products at site, when recognized, requiring a Shop Drawing or Sample if the Submittal has not been approved by Engineer. 5. Review of Work, Rejection of Defective Work, Inspections and Tests: (i) Conduct onsite observations of the Work in progress to assist Engineer in determining if the Work is in general proceeding in accordance with the Contract Documents; (ii) inform Engineer and Contractor whenever RPR believes that any Work is defective; (iii) advise Engineer when RPR believes that any Work will not produce a complete Project that conforms generally to the Contract Documents, or will prejudice the integrity of the design concept of the complete Project as a functioning whole as indicated in the Contract Documents, or whenever RPR believes Work should be uncovered for observation, or requires special testing, inspection, or approval; (iv) monitor to ensure that tests, equipment and systems startups and operating and maintenance training are conducted in the presence of appropriate personnel, and that Contractor maintains adequate records thereof; (v) and observe, record and report to Engineer appropriate details relative to the test procedures and startups; and (vi) accompany visiting inspectors representing public or other agencies having jurisdiction over the Project, record the results of these inspections and report to the Engineer. 6. Interpretation of Contract Documents: Inform Engineer when clarifications and interpretations of the Contract Documents are needed and transmit to Contractor clarifications and interpretations as issued by Engineer. 7. Modifications: Consider and evaluate Contractor's suggestions for modifications in Drawings or Specifications and provide recommendations to Engineer; transmit to Contractor the decision issued by Engineer. 00800 -15 November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 8. Records: (i) Maintain at the site files for correspondence, conference records, Submittals including Shop Drawings and Samples, reproductions of original Contract Documents including all Addenda, the signed Agreement, Written Amendments, Work Change Directives, Change Orders, Field Orders, additional Drawings issued after the Effective Date of the Agreement, Engineer's written clarifications and interpretations, progress reports, and other Project related documents; (ii) keep a record of pertinent site conditions, activities, decisions and events. 9. Reports: (i) Furnish Engineer periodic reports of progress of the Work and of Contractor's compliance with the progress schedule and schedule of Submittal submissions; (ii) consult with Engineer in advance of scheduled major tests, inspections or start of important phases of the Work; and (iii) assist in drafting proposed Change Orders, Work Change Directives, and Field Orders, obtain backup material from Contractor as appropriate. 10. Payment Requests: Review applications for payment with Contractor for compliance with the established procedure for their submission and forward with recommendations to Engineer, noting particularly the relationship of the payment requested to the schedule of values, Work completed and materials and equipment delivered at the site but not incorporated in the Work. 11. Certificates, Maintenance and Operation Manuals, Record Documents, and Site Records: During the course of the Work, monitor whether these documents and other data required to be assembled, maintained, and furnished by Contractor are applicable to the items actually installed and in accordance with the Contract Documents, and have this material delivered to Engineer for review and forwarding to Owner prior to final payment for the Work. 12. Substantial Completion: (i) Conduct an inspection in the company of Engineer, Owner, and Contractor and prepare a list of items to be completed or corrected; (ii) submit to Engineer a list of observed items requiring completion or correction. 13. Final Completion: (i) Conduct final inspection in the company of Engineer, Owner, and Contractor; and (ii) notify Contractor and Engineer in writing of all particulars in which this inspection reveals that the Work is incomplete or defective; and (iii) observe that all items on final list have been completed, corrected, or accepted by Owner and make recommendations to Engineer concerning acceptance. D. Limitations of Authority: Resident Project Representative will not: 1. have authority to authorize any deviation from the Contract Documents or -- substitution of materials or equipment, unless authorized by Engineer; or 2. undertake any of the responsibilities of Contractor, Subcontractors or Contractor's superintendent; or 3. accept Submittals from anyone other than the Contractor; or 4. authorize Owner to occupy the Project in whole or in part; or 00800 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 5. participate in specialized field or laboratory tests or inspections conducted by others except as specifically authorized by Engineer. SC 9.06.A - In Paragraph 9.06.A, delete the phrase "Paragraph 6.17" and replace with "Section 01300 — Submittals ". SC - 9.09 — Add the following paragraph immediately following Paragraph 9.09.E: F. Contractors, Subcontractors, Suppliers and others on the Project, or their sureties, shall maintain no direct action against Engineer, its officers, employees, affiliated corporations, and subcontractors, for any claim arising out of, in connection with, or resulting from the engineering services performed. Only the Owner will be the beneficiary of any undertaking by Engineer. SC 10.01.A — Change "B" to "E" in Paragraph 10.01.B and add the following paragraphs immediately after Paragraph 10.01.A: B. Owner may, in anticipation of ordering an addition, deletion or revision to the Work, request Contractor to prepare a proposal of cost and times to perform Owner's contemplated changes in the Work. Contractor's written proposal shall be transmitted to the Engineer promptly, but not later than fourteen days after Contractor's receipt of Owner's written request and shall remain a firm offer for a period of not less than forty -five days after receipt thereof by Engineer. 1. Contractor is not authorized to proceed on an Owner contemplated change in the Work prior to Contractor's receipt of a Change Order (or Work Change Directive) incorporating such change into the Work. 2. Owner's request for proposal or multiple requests for proposals shall not justify a claim for an adjustment in Contract Price or Contract Times (or Milestones). C. In signing a Change Order, the Owner and Contactor acknowledge and agree that: 1. the stipulated compensation (Contract Price or Contract Times, or both) set forth in the Change Order includes payment for (i) the Cost of the Work covered by the Change Order, (ii) Contractor's fee for overhead and profit, (iii) interruption of progress schedules, (iv) delay and impact, including cumulative impact, on Work under the Contract Documents, and (v) extended overhead; I -- 2. the Change Order constitutes full mutual accord and satisfaction for the change to the Work; 3. no reservation of rights to pursue subsequent claims on the Change Order will be made by either party; 4. no subsequent claim or amendment of the Contract Documents will arise out of or as a result of the Change Order; 00800 - November 2006 I I Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 5. in executing the Change Order, Contractor shall defend and indemnify Owner and Engineer and their officers, agents and employees from any and all claims of any kind by any subcontractor or supplier of any tier based upon the subject matter of any claim released hereunder by Contractor in the Change Order; and 6. except as otherwise provided in the Change Order, the Contract, as amended, between Owner and Contractor remains in full force and effect. D. A copy of the Change Order form that will be used on the project is attached as Exhibit A to the Supplementary Conditions. Requests for Information (RFI's) of the Contractor and Engineer's responses to BFI's that result in the development and execution of a Change Order shall be attached to and referenced in the Change Order. SC 0.06 — Add the following paragraph to ARTICLE 10 — CHANGES IN THE WORK; CLAIMS: 10.06 Cost Reduction Incentive A. The Contractor may submit cost reduction proposals to the Engineer for modifying the plans, specifications, or other requirements of this Contract for the sole purpose of reducing the total cost of construction. The cost reduction proposal shall not impair the essential functions or characteristics of the project, including, but not limited to, service life, economy of operation, ease of maintenance, desired appearance, or safety standards. B. Cost reduction proposals shall contain the following information: 1. A description of both the existing Contract requirements and the proposed changes. 2. An itemization of the change in Contract requirements if the cost reduction proposal is adopted. 3. A detailed estimate of the cost of performing the work under the existing Contract and under the proposed change. The detailed estimates shall include all labor, material, equipment, subcontractor, supervision, overhead and fee costs in sufficient detail as Owner deems appropriate and in accordance with Article 11. The detailed estimates shall also include adequate substantiation for such costs in the form of quantity surveys and Supplier and Subcontractor quotations. If requested by Owner, Contractor shall require any Subcontractors to provide detailed estimates in accordance with this Paragraph. 5. A CPM schedule analysis of the time associated with performing the work under the existing Contract and under the proposed change. I_. 6. A statement of the time within which the Engineer must make a decision on the cost reduction proposal. C. The Engineer will not be liable to the Contractor for any failure to accept or act upon any cost reduction proposal submitted, nor to any delays to the Work attributable to any such cost reduction proposal. 00800 -18 November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 D. The Contractor shall continue to perform the Work in accordance with the ( requirements of the Contract until an executed change order, incorporating the cost reduction proposal has been issued. If an executed change order has not been issued by the date indicated in the Contractor's cost reduction proposal, or such other date as the ( Contractor may subsequently have specified in writing, such cost reduction proposal shall be deemed rejected. ( E. The Engineer shall be the sole judge of the acceptability of a cost reduction proposal and of the estimated net savings in construction costs from the adoption of all or any part of such proposal. In determining the estimated net savings, the Engineer reserves the right to ( disregard Contract bid prices if, in the judgment of the Engineer, such prices do not represent a fair measure of the value of the work to be performed or deleted. F. The Engineer reserves the right to require the Contractor to share in the Owner's costs of investigating a cost reduction proposal submitted by the Contractor. Where such condition is imposed, the Contractor shall indicate acceptance in writing, and such acceptance shall constitute full authority for the Engineer to deduct amounts payable to the ( Contractor from any monies due the Contractor under the Contract. G. If the Contractor's cost reduction proposal is accepted in whole or in part, such ( acceptance will be by a Contract change order. The change order shall specifically state that it is executed pursuant to this section. Such change order will incorporate the changes in the Contract Documents which are necessary to implement the cost reduction proposal, and shall include any conditions upon which the Engineer's approval is based. The change order shall set forth the estimated net savings in the cost of performing the work attributable to the cost reduction proposal, and shall further provide that the Contract cost be adjusted by crediting the Owner with 50% of the net cost savings. The amount specified to accrue to the Contractor in the change order for a cost reduction proposal shall constitute full compensation to the Contractor for all work associated with the cost reduction proposal. H. Acceptance of the cost reduction proposal and performance of the work thereunder shall not extend the time of the Contract unless specifically provided for in the Contract change order incorporating the cost reduction proposal. ( I. The Owner expressly reserves the right to adopt a cost reduction proposal for general use on contracts administered by the Owner when it determines that the cost ( reduction proposal is suitable for application to other contracts. When an accepted cost reduction proposal is adopted for general use, only the Contractor who first submitted such proposal will be eligible for compensation, and only to those contracts awarded to the ( Contractor prior to submission of the accepted cost reduction proposal. Cost reduction proposals similar or identical to previously submitted proposals will be eligible for consideration and compensation if the previously submitted cost proposal was not adopted ( for general application. The Owner or any other public agency shall have the right to use all or any part of a cost reduction proposal without obligation or compensation of any kind to the Contractor. ( J. The Contractor shall bear all costs to revise all bonds for the project to include the cost reduction incentive proposal work. ( 00800 -19 November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 SC- 11.01.A.1 — Delete Paragraph 11.01.A.1 in its entirety and replace with the following: 1. Labor costs for employees in the direct employ of Contractor in the performance of the Work will be the actual cost for wages in accordance with the Oregon Bureau of Labor and Industries (BOLT) Prevailing Wage Rates for Public Works Contracts in Oregon for each craft or type of workers performing the Work at the time the work is done, plus BOLI's established Fringe Rate for employer payments of payroll taxes, worker compensation insurance, liability insurance, health and welfare, pension, vacation, apprenticeship funds, and other direct costs resulting from Federal, State or local laws, as well as assessments or benefits required by lawful collective bargaining agreements. Labor costs for equipment operators and helpers will be paid only when such costs are not included in the invoice for equipment rental. The labor costs for foremen and superintendents shall be proportioned to all of their assigned work and only that applicable to extra work shall be paid. SC- 11.01.A.4 — In Paragraph 11.01.A.4, delete the word "special" and replace with the word "technical" and delete the parenthetical phrase "(including but not limited to Engineers, architects, testing laboratories, surveyors, attorneys, and accountants)" in its entirety. SC- 11.01.A.5.c — Delete Paragraph 11.01.A.5.c and replace with the following: c. Rentals of construction equipment at the rental rate listed for such equipment specified in the current edition of the "Contractor's Equipment Cost Guide" as published by Equipment Watch (www.equipmentwatch.com), telephone number 800/699 -3282, or from rate sheets from local rental companies. Such rental rate will be used to compute payments for equipment whether the equipment is under the Contractor's control through direct ownership, leasing, renting, or another method of acquisition. The rental rate to be applied for use of each item of equipment will be the rate resulting in the least total cost to the Owner for the total period of use. If it is deemed necessary by the Contractor to use the equipment not listed by the references specified herein, an equitable rental rate for the equipment will be established by the Engineer. The Contractor may furnish cost data which might assist the Engineer in the establishment of the rental rate. Payment shall be subject to the following: 1) Payment for equipment which is already on the Project site and which is used • in the completion of extra work will not be allowed; 2) All equipment shall, in the opinion of the Engineer, be in good working condition and suitable for the purpose for which the equipment is to be used; 3) Before construction equipment is used on the extra work, the Contractor shall plainly stencil or stamp an identifying number thereon at a conspicuous location, and • shall furnish to the Engineer, in duplicate, a description of the equipment and its identifying number; 4) Unless otherwise specified, manufacturer's ratings and manufacturer approved modifications shall be used to classify equipment for the determination of applicable rental rates. Equipment which has no direct power unit shall be powered by a unit of at least minimum rating recommended by the manufacturer; 00800 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 D. The Contractor shall continue to perform the Work in accordance with the ( requirements of the Contract until an executed change order, incorporating the cost reduction proposal has been issued. If an executed change order has not been issued by the date indicated in the Contractor's cost reduction proposal, or such other date as the Contractor may subsequently have specified in writing, such cost reduction proposal shall be deemed rejected. ( E. The Engineer shall be the sole judge of the acceptability of a cost reduction proposal and of the estimated net savings in construction costs from the adoption of all or any part of such proposal. In determining the estimated net savings, the Engineer reserves the right to disregard Contract bid prices if, in the judgment of the Engineer, such prices do not represent a fair measure of the value of the work to be performed or deleted. F. The Engineer reserves the right to require the Contractor to share in the Owner's costs of investigating a cost reduction proposal submitted by the Contractor. Where such condition is imposed, the Contractor shall indicate acceptance in writing, and such acceptance shall constitute full authority for the Engineer to deduct amounts payable to the ( Contractor from any monies due the Contractor under the Contract. G. If the Contractor's cost reduction proposal is accepted in whole or in part, such ( acceptance will be by a Contract change order. The change order shall specifically state that it is executed pursuant to this section. Such change order will incorporate the changes in the Contract Documents which are necessary to implement the cost reduction proposal, and shall include any conditions upon which the Engineer's approval is based. The change order shall set forth the estimated net savings in the cost of performing the work attributable to the cost reduction proposal, and shall further provide that the Contract cost be adjusted by crediting the Owner with 50% of the net cost savings. The amount specified to accrue to the Contractor in the change order for a cost reduction proposal shall constitute full compensation to the Contractor for all work associated with the cost reduction proposal. ( H. Acceptance of the cost reduction proposal and performance of the work thereunder shall not extend the time of the Contract unless specifically provided for in the Contract change order incorporating the cost reduction proposal. I. The Owner expressly reserves the right to adopt a cost reduction proposal for general use on contracts administered by the Owner when it determines that the cost ( reduction proposal is suitable for application to other contracts. When an accepted cost reduction proposal is adopted for general use, only the Contractor who first submitted such proposal will be eligible for compensation, and only to those contracts awarded to the ( Contractor prior to submission of the accepted cost reduction proposal. Cost reduction proposals similar or identical to previously submitted proposals will be eligible for consideration and compensation if the previously submitted cost proposal was not adopted ( for general application. The Owner or any other public agency shall have the right to use all or any part of a cost reduction proposal without obligation or compensation of any kind to the Contractor. J. The Contractor shall bear all costs to revise all bonds for the project to include the cost reduction incentive proposal work. ( 00800 -19 November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 SC- 11.01.A.1 — Delete Paragraph 11.01.A.1 in its entirety and replace with the following: 1. Labor costs for employees in the direct employ of Contractor in the performance of the Work will be the actual cost for wages in accordance with the Oregon Bureau of Labor and Industries (BOLT) Prevailing Wage Rates for Public Works Contracts in Oregon for each craft or type of workers performing the Work at the time the work is done, plus BOLI's established Fringe Rate for employer payments of payroll taxes, worker compensation insurance, liability insurance, health and welfare, pension, vacation, apprenticeship funds, and other direct costs resulting from Federal, State or local laws, as well as assessments or benefits required by lawful collective bargaining agreements. Labor costs for equipment operators and helpers will be paid only when such costs are not included in the invoice for equipment rental. The labor costs for foremen and superintendents shall be proportioned to all of their assigned work and only that applicable to extra work shall be paid. SC- 11.01.A.4 — In Paragraph 11.01.A.4, delete the word "special" and replace with the word "technical" and delete the parenthetical phrase "(including but not limited to Engineers, architects, testing laboratories, surveyors, attorneys, and accountants)" in its entirety. SC- 11.01.A.5.c — Delete Paragraph 11.01.A.5.c and replace with the following: c. Rentals of construction equipment at the rental rate listed for such equipment specified in the current edition of the "Contractor's Equipment Cost Guide" as published by Equipment Watch (www.equipmentwatch.com), telephone number 800/699 -3282, or from rate sheets from local rental companies. Such rental rate will be used to compute payments for equipment whether the equipment is under the Contractor's control through direct ownership, leasing, renting, or another method of acquisition. The rental rate to be applied for use of each item of equipment will be the rate resulting in the least total cost to the Owner for the total period of use. If it is deemed necessary by the Contractor to use the equipment not listed by the references specified herein, an equitable rental rate for the equipment will be established by the Engineer. The Contractor may furnish cost data which might assist the Engineer in the establishment of the rental rate. Payment shall be subject to the following: 1) Payment for equipment which is already on the Project site and which is used in the completion of extra work will not be allowed; 2) All equipment shall, in the opinion of the Engineer, be in good working condition and suitable for the purpose for which the equipment is to be used; 3) Before construction equipment is used on the extra work, the Contractor shall • plainly stencil or stamp an identifying number thereon at a conspicuous location, and shall furnish to the Engineer, in duplicate, a description of the equipment and its identifying number; 4) Unless otherwise specified, manufacturer's ratings and manufacturer approved modifications shall be used to classify equipment for the determination of applicable rental rates. Equipment which has no direct power unit shall be powered by a unit of at least minimum rating recommended by the manufacturer; 00800 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement ( Project Number 6312 5) Individual pieces of equipment or tools having a replacement value of $500 or less, whether or not consumed by use, will be considered to be small tools and no payment will be made therefore; and ( 6) Rental time will not be allowed while equipment is inoperative due to breakdowns. ( The rental time to be paid for equipment of the site will be the time the equipment is in productive operation on the extra work being performed and, in addition, will include the time required to move the equipment to the location of the extra work and return it to the original ( location or to another location; except, that moving time will not be paid if the equipment is used on other than the extra work, even though located at the site of the extra work. Loading and transporting costs will be allowed, in lieu of moving time, when the equipment ( is moved by means other than its own power, except that no payment will be made for loading and transporting costs when the equipment is used at the site of the extra work on other than the extra work. Rental time will not be allowed while equipment is inoperative due to breakdowns. The rental time of equipment on the Work site will be computed subject ( to the following: 1) When hourly rates are listed, any part of an hour less than 30 minutes of ( operation will be considered to be half -hour of operation, and any part of an hour in excess of 30 minutes will be considered one hour of operation; r 2) When daily rates are listed, any part of a day less than 4 hours operation will be considered to be half -day of operation. When owner - operated equipment is used to perform extra work to be paid from on time and materials basis, the Contractor will ( be paid for the equipment and operator, as set forth in Paragraphs a), b) and c) following; a) Payment for the equipment will be made in accordance with the provisions in Paragraph c above; b) Payment for the cost of labor and subsistence or travel allowance will be ( made at the rates established in Paragraphs SC- 11.01.A.1; and c) To the direct cost of equipment rental and labor, computed as provided herein, will be added the allowances for equipment rental and labor as provided in Section 00700 — Paragraph 12.01.C. ( SC- 11.01.8.5 — Insert the words ", including lost opportunity costs" between the words "kind" and "and" in the second line. SC- 11.01.D — Add the following to Paragraph 11.01.D: Supporting data shall include but not be limited to daily submissions of timesheets indicating hours and trades worked, equipment and time equipment was employed, and materials expended. SC- 11.03.D — Delete Paragraph 11.03.D in its entirety. 00800 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 SC- 12.01.C.2.c — Add the following to Paragraph 12.01.C.2.c: except, the maximum total allowable cost to Owner shall be the Cost of the Work plus a maximum collective aggregate fee for Contractor and all tiered Subcontractors of 26.8 percent; SC- 12.02.B — Add the following to Paragraph 12.02.B: All requests for time extensions shall be supported by Schedule analysis showing the effect on the entire Project taking into account concurrent Work and the critical path, including float. Partial demonstration of impact on particular operations only will not be acceptable to show the criticality of any event on the Project Schedule as a whole. SC- 12.03.0 — Add the following after the first sentence of Paragraph 12.03.C: Contract Times may be extended because of delays in the completion of the Work due to abnormal weather conditions provided that the Contractor shall, within 10 days of the beginning of such delay, notify Engineer in writing of the cause of the delay and request an extension of time. Such requests shall be accompanied with supporting documentation referenced to the NOAA INDEX weather in the Project vicinity. Engineer will make recommendations to Owner to extend the Contract Times for completing the Work when, in Engineer's judgment, the findings of facts and extent of delay justify such an extension. Contractor shall not be entitled to any additional compensation of any kind arising out of or relating to abnormal weather conditions. SC- 12.03.D — In Paragraph 12.03.D, delete the word, "Engineer" the second time it appears in the paragraph and replace with the word, "engineer ". SC- 13.03.A — Delete Paragraph 13.03.A in its entirety and replace with the following: A. Contractor shall notify Engineer 48 hours prior to the expected time for operations requiring inspection and laboratory testing services. The Contractor shall cooperate with inspection and testing personnel and furnish samples of materials, design mix, equipment, tools, storage and assistance as requested. SC-13.03.B — In the first line of Paragraph 13.03.B insert the words, "perform testing and inspections itself or shall" between the words "shall" and "employ ". SC- 13.03.B — Change Paragraph "3" to "4" and add the following paragraph: 3. retesting required because of non - conformance to the requirements of the Contract Documents; and SC- 13.03.D — Add the following to Paragraph 13.03.D: Tests required by Contract Documents to be performed by Contractor that require test certificates be submitted to Owner or Engineer for acceptance shall be made by an independent testing laboratory or agency licensed or certified in accordance with Laws and Regulations and applicable state and local statutes. In the event state license or 00800 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 certification is not required, testing laboratories or agencies shall meet following applicable requirements: 1. "Recommended Requirements for Independent Laboratory Qualification," published by the American Council of Independent Laboratories. 2. Basic requirements of ASTM E329, "Standard Specification for Agencies Engaged in the Testing and /or Inspection of Materials Used in Construction" as applicable. 3. Calibrate testing equipment at reasonable intervals by devices of accuracy traceable to either the National Bureau of Standards or accepted values of natural physical constants. Prior to requesting a certificate of Substantial Completion, and allowing occupancy of facilities, Contractor shall provide an inspection by a state industrial safety representative, an independent safety inspector certified by the state, or a federal or state (OSHA) representative qualified in the construction type being inspected, to determine that the facilities provided are in compliance with the state and federal safety requirements. Signed copies of the inspection reports shall be submitted to the Engineer for Owner's files. Violations or deficiencies noted therein shall be resolved prior to occupancy of the facilities and before final payment will be made. SC -13.03 — Add the following paragraph after Paragraph 13.03.F: G. Costs of retesting as required in accordance with Paragraph 13.03.B.3 shall be paid by the CONTRACTOR. SC- 14.02.A.1 — In the first sentence, delete the phrase "date established in the Agreement for each progress payment" and replace it with the phrase "first day of each month ". SC- 14.02.B.1 — In the first line of Paragraph 14.02.B.1, change the number "10" to the number "15 ". SC- 14.02.C.1 — Delete Paragraph 14.02.C.1 in its entirety and replace with the following: 1. Thirty days after presentation of the Application for Payment to Engineer or fifteen days after approval of Application for Payment by Owner, whichever comes first, the amount recommended will (subject to the provisions of Paragraph 14.02.D) become due and when due will be paid by Owner to Contractor. The Engineer shall have fifteen days from receipt of Application for Payment to notify Contractor if all or part of the Application for Payment is in dispute. SC- 14.02.D — Modify Paragraph 14.02.D.1 as follows: Modify Paragraph 14.02.D.1.c by removing the "or ". Modify Paragraph 14.02.D.1.d by removing the "." and replacing it with "; or ". Add the following paragraph immediately after 14.02.D.1.d: 00800 -23 November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 e. OWNER has not received the Certified Statements from CONTRACTOR required by Article 11 of the Agreement and must withhold the additional retainage required in Article 11 of the Agreement until CONTRACTOR submits its Certified Statements. Add the following paragraph to Paragraph 14.02.D, and change Paragraphs 14.02.D.2 and 3 to Paragraphs 14.02.D.3 and 4, respectively: 2. Owner may reduce the amount recommended by Engineer and to be paid for the following items: a. Owner compensation to Engineer for labor plus expenses because of the following Contractor - caused events: i. witnessing retesting of corrected or replaced defective Work; ii. return visits to manufacturing facilities to witness factory testing or retesting; iii. submittal review in excess of two reviews by Engineer for substantially the same Submittal; iv. evaluation of proposed substitutions and in making changes to Contract Documents occasioned thereby; or b. liability for liquidated damages incurred by Contractor as set forth in the Agreement. SC 14.04.A — Add the following to Paragraph 14.04.A: Substantial Completion is further defined as (i) that degree of completion of the Project's operating facilities or systems sufficient to provide Owner the full time, uninterrupted, and continuous beneficial operation of the Work; and (ii) all required functional, performance and acceptance or startup testing has been successfully demonstrated for all components, devices, equipment, and instrumentation and control to the satisfaction of Engineer in accordance with the requirements of the Specifications; (iii) all inspections required have been completed and identified critical defective Work replaced or corrected; and (iv) all appurtenant operations and maintenance features (e.g., hose bibs, drainage systems, etc.) and safety features (e.g., handrails, motor guards, etc.) have been installed and are functional. SC 14.04.A — Add the following paragraphs immediately after Paragraph 14.04.A: 1. Conditions precedent to Substantial Completion of the Work and Engineer's issuance of a Certificate of Substantial Completion shall include: a. Conformance with all training services requirements and deliverables. b. Acceptance of all preliminary operation and maintenance manuals by Owner and Engineer. c. Submittal of current record documents to Owner and Engineer. 00800 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 d. Correction of all state, local, and other regulatory agencies defective Work lists. e. Submittals have been received and approved by Engineer including, but not limited to, the following: i. Approved Shop Drawings. ii. Record Drawings and Specifications. iii. Electrical testing and wiring diagrams. iv. Equipment data forms. v. Manufacturer's certificates of proper installation. vi. Factory test reports. vii. Commissioning, testing and start-up reports. SC 14.04.D — Delete the last sentence of Paragraph 14.04.D. SC 14.07.8.1 — Add the following sentence after the second sentence of Paragraph 14.07.B.1: Such written notice of acceptance of the Work shall constitute Final Completion. SC - 16.01 — Delete Paragraph 16.01 in its entirety and replace with the following Paragraphs 16.01 and 16.02: 16.01 Executive Negotiation A. Within 10 days of the delivery of notice of appeal to Engineer's written decision regarding Claim, dispute or other matter, senior representatives of at least Owner and Contractor, having authority to settle the dispute, and Engineer shall meet at a mutually acceptable time and place, and thereafter as often as they reasonably deem necessary, to exchange relevant information and to attempt to resolve the dispute. B. In the event a mutually acceptable decision cannot be reached through executive negotiation within 20 days of the appealing party's notice, or mutually agreeable longer period, or if the party receiving such notice will not meet within 10 days, Owner or Contractor may make a written declaration, delivered to the other party and Engineer, that the executive negotiation is deemed unsuccessful and may initiate further dispute resolution measures in accordance with this Article 16. 16.02 Mediation, Followed by Binding Arbitration: A. All appealed or unsettled claims, disputes or other matters between Owner and Contractor arising out of or relating to the Contract Documents or the breach thereof, (except for claims which have been waived by the making or acceptance of final payment as provided by paragraph 14.09) shall first be submitted to mediation under the Construction Industry Mediation Rules of the American Arbitration Association then obtaining subject to 00800 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 the limitations of Article 16. The mediator of any claim, dispute or other matter submitted to mediation under this Agreement shall not serve as arbitrator of such claim, dispute, or other matter unless otherwise agreed. B. Should the mediation be unsuccessful, such claim, dispute or other matter (except for claims which have been waived by the making or acceptance of final payment as provided by Paragraph 14.09) shall be decided by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association then obtaining subject to the limitations of this Article 16. The mediator of any claim, dispute or other matter submitted to mediation under this Agreement shall not serve as arbitrator of such claim, dispute, or other matter unless otherwise agreed. C. This Agreement so to mediate or to arbitrate and any other agreement or consent to mediate or to arbitrate entered into accordance with these Contract Documents will be specifically enforceable under the prevailing law of any court having jurisdiction. D. No demand for mediation or arbitration of any appealed or unsettled claim, dispute or other matter that is required to be referred to Engineer initially for decision in accordance with Paragraph 9.08 will be made later than 10 days after the date the executive negotiation has been declared unsuccessful by Owner or Contractor; and the failure to demand mediation or arbitration within said 10 days' period will result in Engineer's decision being final and binding upon Owner and Contractor. If Engineer renders a further decision after mediation or arbitration proceedings have been initiated, such decision that may be entered as evidence but will not supersede the proceedings, except where the decision is acceptable to the parties concerned. Time deadlines specified above apply to both mediation (after the executive negotiation has been declared unsuccessful by Owner or Contractor) and arbitration (after the mediation process has been declared unsuccessful by Owner or Contractor). E. Notice of the demand for mediation or arbitration will be filed in writing with the other party to the Agreement and with the American Arbitration Association, and a copy will be sent to Engineer for information. The demand for mediation or arbitration will be made within the 10 day periods specified in Paragraph 16.02.D as applicable, and in all other cases within a reasonable time after the unsettled claim, dispute or other matter has arisen, and in no event shall any such demand be made after the date when institution of legal or equitable proceedings based on such unsettled claim, dispute or other matter would be barred by the applicable statute of limitations. F. Except as provided in Paragraphs 16.02.G and H below, no arbitration arising out of or relating to the Contract Documents shall include by consolidation, joinder or in any other manner any other person or entity who is not a party to the Contract unless: 1. the inclusion of such other person or entity is necessary if complete relief is to be afforded among those who are already parties to the arbitrations, and 2. such other person or entity is substantially involved in a question of law or fact which is common to those who are already parties to the arbitration and which will arise in such proceedings, and 00800 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement ( Project Number 6312 3. the written consent of the other person or entity sought to be included and the Owner ( and Contractor has been obtained for such inclusion, which consent shall make specific reference to this paragraph; but no such consent shall constitute consent to arbitration of any appealed or unsettled claim, dispute or other matter not specifically described in such consent or to arbitration with any party not specifically identified in such consent. G. Notwithstanding Paragraph 16.02.F, if an appealed or unsettled claim, dispute or ( other matter between Owner and Contractor involves any allegations relating to the design, Owner may join Engineer as a party to the mediation or arbitration between Owner and Contractor hereunder. H. Notwithstanding Paragraph 16.02.F, if an appealed or unsettled claim, dispute or other matter between Owner and Contractor involves the Work of a Subcontractor, either Owner or Contractor may join such Subcontractor as a party to the mediation or arbitration ( between Owner and Contractor hereunder. Contractor shall include in all subcontracts required by Paragraph 6.06.G of the General Conditions a specific provision whereby the Subcontractor consents to being joined in mediation or arbitration between Owner and ( Contractor involving the Work of such Subcontractor. Nothing in this Paragraph 16.02.H nor in the provision of such subcontract consenting to joinder shall create any claim, right or cause of action in favor of Subcontractor and against Owner, Engineer or Engineer's ( Consultants that does not otherwise exist. I. The results of successful mediation will be implemented by a Change Order. The �- award rendered by the arbitrators will be final, judgment may be entered upon it in any court having jurisdiction thereof, and will not be subject to modification or appeal. ( SC- ARTICLE 17 - Add the following paragraphs to ARTICLE 17 - MISCELLANEOUS: 17.07 Attorney Fees A. At the conclusion of the mediation process specified herein, the Contractor will, as a condition of taking any further action with respect to any claim, be required to certify that the amount of the claim is its best good faith estimate of the amount due ( "Certified Claim "). ( Owner will certify its final offer of settlement ( "Final Offer "). In the event Contractor pursues the claim, Contractor will be entitled, in addition to whatever recovery it has on the claim, to be reimbursed its reasonable attorney's fees incurred in the same proportion it was ( successful based on the difference between its Certified Claim compared to the Owner's Final Offer. Conversely, Owner will be entitled to be reimbursed its reasonable attorney's fees incurred in proportion to the amount that Contractor was unsuccessful based on the ( difference between its Certified Claim compared to the Owner's Final Offer. For example, if Contractor recovers 40% of the difference between its Certified Claim and the amount of the Owner's Final Offer, Contractor would be entitled to recover 40% of its reasonable attorney's ( fees incurred in the prosecuting the claim and the Owner would be entitled to recover 60% of its reasonable attorney's fees incurred in defending the claim. On the other hand, if the Contractor recovers 60% of the difference between its Certified Claim and the amount of the Owner's Final Offer, Contractor would be entitled to recover 60% of its reasonable attorney's fees in prosecuting the claim and the Owner would be entitled to recover 40% of its reasonable attorney's fess incurred in defending the claim. The Certified Claim and the Final Offer will be admissible in any dispute resolution proceeding. { 00800 - November 2006 Clean Water Services Electrical Room 5020 Cooling System Replacement Project Number 6312 17.08 Right To Audit A. If the Contractor submits a claim to the Owner for additional compensation, the Owner shall have the right, as a condition to considering the claim, and as a basis for evaluation of the claim, and until the claim has been settled, to audit the Contractor's books to the extent they are relevant. This right shall include the right to examine books, records, documents, and other evidence and accounting procedures and practices, sufficient to discover and verify all direct and indirect costs of whatever nature claimed to have been incurred or anticipated to be incurred and for which the claim has been submitted. The right to audit shall include the right to inspect the Contractor's plant, or such parts thereof, as may be or have been engaged in the performance of the Work. The Contractor further agrees that the right to audit encompasses all subcontracts and is binding upon Subcontractors. The rights to examine and inspect herein provided for shall be exercisable through such representatives as the Owner deems desirable during the Contractor's normal business hours at the office of the Contractor. The Contractor shall make available to the Owner for auditing, all relevant accounting records and documents, and other financial data, and upon request, shall submit true copies of requested records to the Owner. - END OF SECTION - f 00800 - November 2006 EXHIBIT A CONTRACT CHANGE ORDER NO: TO CONTRACTOR: PROJECT: Electrical Room 5020 Cooling System PROJECT NO. 6312 Replacement OWNER: CLEAN WATER SERVICES ENGINEER: Clean Water Services — Nate Cullen The following change(s) to the Contract are hereby ordered (use additional pages if required): Attachments (List Supporting Documents): Changes to Contract Amount and Contract Times: The stipulated compensation (Contract Price or Contract Times, or both) set forth in this Change Order includes payment for (i) the Cost of the Work covered by the Change Order, (ii) CONTRACTOR's fee for overhead and profit, (iii) interruption of progress schedules, (iv) delay and impact, including cumulative impact, on other Work under the Contract Documents, and (v). extended overheads. This Change Order constitutes full mutual accord and satisfaction for the change to the Work. No reservation of rights to pursue subsequent claims on the Change Order will be made by either party. No subsequent claim or amendment of the Contract Documents will arise out of or as a result of this Change Order. In executing this Change Order, Contractor agrees to defend and indemnify Owner and Engineer and their officers, agents, and employees from any and all claims of any kind by any subcontractor or supplier of any tier based upon the subject matter of any claim released hereunder by Contractor. Except as otherwise provided in this Change Order, the Contract, as amended, between Owner and Contractor, remains in full force and effect. Contract Amount Contract Times (Calculate Days) Original Amount: Original Duration: Days Previous Contract Change Orders: Previous Contract Change Orders: Days This Contract Change Order: This Contract Change Order: Days Revised Contract Amount: Revised Contract Time: Days The Revised Contract Completion Date is: f 20 This Change Order is Issued in Accordance with Paragraph SC — 10.01.A of the Supplementary Conditions Owner ..Contractor Engineer Recommendation By: By: By: Date: Date: Date: ► ► OREGON PREVAILING WAGE RATES ► • :• THE MINIMUM PREVAILING WAGE RATES CONTAINED IN THE PREVAILING WAGE RATES FOR PUBLIC WORKS CONTRACTS IN OREGON DATED JULY 1, 2006, AS L -- AMENDED BY THE OCTOBER 1, 2006 PUBLICATION AMENDMENT TO PREVAILING WAGE RATES FOR PUBLIC WORKS CONTRACTS IN OREGON, AND THE PUBLICATION CORRECTION TO OCTOBER 1, 2006 AMENDMENT TO PREVAILING WAGE RATES FOR PUBLIC WORKS CONTRACTS IN OREGON, ARE ALL AVAILABLE AT HTTP: //WWW.OREGON.GOV /BOLT AND ARE HEREBY INCORPORATED HEREIN AS OF THE DATE THESE BIDDING DOCUMENTS WERE FIRST ADVERTISED. • ( 00810 -1 SECTION 01100 SPECIAL PROVISIONS PART 1 GENERAL 1.1 Description These Special Provisions supplement and amplify certain sections of the General Conditions and Supplementary Conditions. The General Conditions and Supplementary Conditions shall apply except as modified herein. These Special Provisions and additional technical specifications may contain occasional requirements not pertinent to the project. However, • these specifications shall apply in all particulars insofar as they are applicable to this project. 1.2 Scope of Work The work consists of furnishing all labor, materials and equipment necessary for replacement of the cooling system for Electrical Room 5020 at the Durham Advanced Wastewater Treatment Facility, including but not limited to: demolition of the existing cooling system, a new packaged pad mounted cooling and ventilating unit, a cast -in -place concrete pad for mounting the unit, concrete duct tunnels for connecting to the electrical room, ductwork modifications within the electrical room, core drills through the electrical room for various penetrations, duct tunnel drain piping, and all associated electrical and control installations; and other work necessary to provide a complete and functional system constructed in accordance with the Contract Documents. The above general outline of principal features of the work does not in any way limit the responsibility of the CONTRACTOR(s) to perform all work and furnish all equipment, labor and materials required by the specifications and plans. 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. No attempt has been made in these specifications or plans to segregate work covered by any trade or subcontract under one specification. Such segregation and establishment of subcontract limits will be solely a matter of specific agreement between the CONTRACTOR and subcontractors and shall not be based upon any inclusion, segregation or arrangement in or of these specifications. 1.3 Coordination of Plans and Specifications The drawings and specifications are intended to describe and provide for a complete work. Any requirement in one is as binding as if stated in all. The CONTRACTOR shall provide any work or materials clearly implied in the Contract Documents even if the Contract Documents do not mention it specifically. If there is a conflict within the Contract Documents, it will be resolved by the order of precedence given in Paragraph SC- 3.01.A of the Supplementary Conditions. Electrical Room 5020 Cooling System Replacement Special Provisions Project No. 6312 01 100 - 1 Dimensions shown on the drawings or that can be computed shall take precedence over scaled dimensions. Notes on drawings are part of the drawings and govern in the order described above. Notes on drawings shall take precedence over drawing details. The intent of the drawings and specifications is to prescribe the details for the construction and completion of the work that the CONTRACTOR undertakes to perform according to the terms of the Contract. Where the drawings or specifications describe portions of the work in general terms, but details are incomplete or silent, it is understood that only the best general practice is to prevail and that only materials and workmanship of the best quality are to be used. Unless otherwise specified, the CONTRACTOR shall furnish all labor, materials, tools, equipment, and incidentals, and do all the work involved in executing the Contract in a manner satisfactory to the ENGINEER. The contract drawings are designated by general title, sheet number and sheet title. When reference is made to the drawings, the "Sheet Number" of the drawing will be used. Each drawing bears the the general title: ELECTRICAL ROOM 5020 COOLING SYSTEM REPLACEMENT PROJECT NO. 6312 The specific titles of each sheet are contained on Sheet G -l. 1.4 Code Requirements All work shall be done in strict compliance with the requirements of: A. International Building Code B. Oregon Mechanical Specialty Code C. Oregon Plumbing Specialty Code D. National Electric Code E. National Electric Safety Code F. Oregon State Department of Labor and Industries G. Clean Water Services H. City of Tigard In case of disagreement between codes or these specifications, the more restrictive shall prevail. I -- 1.5 Time of Completion /Liquidated Damages The CONTRACTOR shall complete all work shown and specified within the time limits stated in the Agreement. The written Notice to Proceed will be sent to the CONTRACTOR after the CONTRACTOR submits the signed Contract, Bonds and insurance certificates to OWNER and those documents have been approved as to form and executed by OWNER. The CONTRACTOR's attention is directed to Article 4 of the Agreement and the General Conditions with respect to liquidated damages. Electrical Room 5020 Cooling System Replacement Special Provisions Project No. 6312 01 100 - 2 1.6 Project Scheduling and Phasing The work included in this Contract is to be performed on an existing municipal wastewater treatment facility that must continue in operation during the project. Access shall be provided to the OWNER at all times for operation and maintenance of existing equipment. 1.7 Access to Work Access to the work shall be provided as may be required by the OWNER or representatives, and all authorized representatives of the state and federal governments and any other agencies having jurisdiction over any phase of the work, for inspection of the progress of the work, the methods of construction or any other required purposes. 1.8 Permits and Licenses Permits to be acquired by the CONTRACTOR shall include, but not be limited to, the following: City of Tigard Electrical Permit. All permits, licenses and fees shall be applied for and obtained by the CONTRACTOR, and permit costs shall be borne by the CONTRACTOR. CONTRACTOR shall pay all plan check fees and other fees necessary to obtain permits and shall accommodate special inspections required thereof. CONTRACTOR shall be responsible for compliance with all permit provisions and shall accommodate all special inspections required thereof, all at no additional expense to the OWNER beyond prices as bid. 1.9 Site Investigation and Physical Data The CONTRACTOR acknowledges that CONTRACTOR is satisfied as to the nature and location of the work and the general and local conditions, including but not limited to those bearing upon transportation, disposal, handling and storage of materials, availability of water, roads, groundwater, access to the sites, coordination with other contractors, and conflicts with pipelines, structures and other contractors. Information and data furnished or referred to herein is furnished for information only. Any failure by the Contractor to become acquainted with the available information and existing conditions will not be a basis for relief from successfully performing the Work and will not constitute justification for additional compensation. The CONTRACTOR shall locate the positions and elevations of existing pipelines, structures, grades and utilities prior to construction. The OWNER assumes no responsibility for any conclusions or interpretations made by the CONTRACTOR on the basis of the information made available. 1.10 Water, Power and Lighting for Construction Purposes { CONTRACTOR shall make all arrangements necessary to obtain sufficient water, power and lighting for construction purposes. Power and water are available for limited Electrical Room 5020 Cooling System Replacement Special Provisions Project No. 6312 01 100 - 3 construction use. CONTRACTOR shall verify extents of available power and water supply prior to construction. 1.11 Prevailing Wage Rates for Public Works Contracts in Oregon The CONTRACTOR shall abide by ORS 279C.800 through 279C.870 that relate to the prevailing wage rates for the building and construction trades in the State of Oregon. 1.12 Field Services for CONTRACTOR - Furnished Equipment and Materials The CONTRACTOR will be required to furnish the services of a manufacturer's or material's representative for all major equipment and materials furnished by the CONTRACTOR under this Contract, to check, place in operation and test the installation, and train operating personnel. The manufacturer's representative shall be qualified and authorized to perform repairs and maintenance on the equipment. The above gives a general scope of the services desired from the manufacturer's representative. It will be the responsibility of the CONTRACTOR and the equipment manufacturer to determine detailed requirements. Costs for services of the manufacturer's representative for all major equipment and materials furnished by the CONTRACTOR under this Contract shall be included in the bid of the CONTRACTOR. 1.13 Compaction Testing The OWNER will provide the services of a licensed, independent agency to perform compaction testing for this project. Compaction tests will be required to show that specified densities of compacted backfill, base rock, and asphaltic concrete surfacing are being achieved by the CONTRACTOR's compaction methods. CONTRACTOR shall provide copies of recent Proctor tests for the backfill, base rock and paving material proposed to be used in the Work. l=- CONTRACTOR shall provide not less than 48 hours notice to OWNER in advance of any acceptance testing required by these Contract Documents. Additional testing costs associated with the failure of the CONTRACTOR to provide sufficient access to acceptance test sites or to have the test site ready for the performance of acceptance testing at the designated time shall be paid for by CONTRACTOR. Costs for retesting associated with failed acceptance tests shall also be borne exclusively by CONTRACTOR After the ENGINEER is satisfied that the CONTRACTOR's method of compaction consistently meets specified compaction requirements, the specified testing frequency may 1 -- be reduced. The ENGINEER may direct and the CONTRACTOR shall pay for testing at a higher frequency upon failure to obtain specified densities or if the CONTRACTOR changes compaction equipment or methods of compaction. All test locations shall be determined by the ENGINEER. Electrical Room 5020 Cooling System Replacement Special Provisions Project No. 6312 01 100 - 1.14 Limits of the Work and Storage of Spoils The limits of the site that may be used for construction, storage, materials handling, parking of vehicles and other operations related to the project are shown on the Plans. Limits of work also include rights of access obtained by the CONTRACTOR, subject to all public ( laws and regulations and rights of access by utility companies and other holders of easement rights. No storage of construction spoils will be allowed on the site without the approval of the OWNER. 1.15 Existing System Shutdown The CONTRACTOR shall coordinate the work to insure a minimum of shutdown time. The CONTRACTOR shall submit a written shutdown schedule to the ENGINEER for approval. The CONTRACTOR shall provide 48 -hour notice preceding each shutdown. 1.16 Field Changes, Alignment and Grade Changes of alignment and grade shall be made during the course of Work in order to avoid interference with unforeseen obstructions. The CONTRACTOR shall locate existing utilities to be crossed by potholing ahead of the pipe installation of sufficient distance to avoid conflicts through pipe joint deflection if possible. All costs for minor field changes of alignment and grade shall be borne by the CONTRACTOR. The ENGINEER will endeavor to make prompt decisions on such matters. CONTRACTOR shall anticipate a minimum of 72 hours for any decision requiring significant piping change. 1.17 Testing and Operation of Facilities It is the intent of the OWNER to have a complete and operable facility. All of the Work under this Contract will be fully tested and inspected in accordance with the specifications. Upon completion of the Work, the CONTRACTOR shall operate the completed facilities as required to test the equipment under the direction of the ENGINEER. During this period of operation by the CONTRACTOR, the new facilities will be tested thoroughly to determine their acceptance. 1.18 Protection of Existing Structures and Work The CONTRACTOR must take all precautions and measures necessary to protect all existing structures and work. Any damage to existing structures and work shall be repaired by removing the damaged structure or work, replacing the Work and restoring to original condition satisfactory to the ENGINEER. 1.19 Salvage and Debris, Waste Sites Unless otherwise indicated on the plans or in the specifications, all castings, pipe, equipment, demolition debris, spoil, unsuitable excavated material, or any other discarded material or equipment shall become the property of the CONTRACTOR and shall be disposed of in a manner compliant with applicable Federal, State and local laws and Electrical Room 5020 Cooling System Replacement Special Provisions Project No. 6312 01 100 - 5 regulations governing disposal of such waste products. No burning of debris or any other discarded material will be permitted. Excavated materials not suitable or not required for backfill or embankment shall be deposited on waste sites provided by the CONTRACTOR. All costs for disposing of this excess material shall be incidental to other items of Work contained in the bid. CONTRACTOR shall operate either type of waste site in such a manner as to meet all safety and health requirements of State and local agencies. Sites, operations, or the result of such operations which create a nuisance problem, or which result in damage to public or private properties, will not be permitted. It is a goal of the District to maintain the category of "Conditionally Exempt, Small Quantity Generator," regarding generation of Hazardous Waste. Pounds of waste generated by CONTRACTOR during construction activities are to be charged against the CONTRACTOR's EPA ID number and not against the local site's EPA ID. This will require that CONTRACTOR remove materials, which meet Oregon's definition of Hazardous Waste, from the OWNER'S property as frequently as practical. Removal should be done before consolidation, manifesting or shipping of the waste, preferably by each workday's end. Recycling or proper disposal of such waste is to be the responsibility of the CONTRACTOR or its agent. 1.20 Safety Standards and Accident Prevention The CONTRACTOR shall be solely and completely responsible for conditions of the job site, including safety of all persons and property during performance of the Work. This requirement shall apply continuously and not be limited to normal working hours. The required and/or implied duty of the ENGINEER to conduct construction review of the CONTRACTOR's performance does not, and is not intended to, include review of the adequacy of the CONTRACTOR's safety measures in, on, or near the construction site. The CONTRACTOR shall comply with the safety standards provisions of applicable laws and building and construction codes. The CONTRACTOR shall exercise every precaution at all times for the prevention of accidents and protection of all property and persons, including employees. During the execution of the work the CONTRACTOR shall provide and maintain all guards, railing, lights, warnings, and other protective devices which are required by law or which are reasonably necessary for the protection of persons and property from injury or damage. -- 1.21 Guaranty Period For all work, the CONTRACTOR shall warrant all materials and equipment furnished for a period of one year from date of final acceptance of the work (as defined in the General Conditions) by the OWNER. This warranty shall mean prompt attention to the correction and /or complete replacement of the faulty material or equipment. The expiration of the warranty period shall not affect any other claims or remedy available to the OWNER. Electrical Room 5020 Cooling System Replacement Special Provisions Project No. 6312 01 100 - 6 1.22 Utility Properties and Service In areas where the CONTRACTOR's operations are adjacent to or near a utility and such operations may cause damage that might result in considerable expense, loss and inconvenience, the operations shall be suspended until all arrangements necessary for the protection thereof have been made by the CONTRACTOR. The CONTRACTOR shall notify all utility offices that may be affected by the construction operation at least 48 hours in advance. Before exposing any utility, the utility having jurisdiction shall grant permission and may oversee the operation. Should service of any utility be interrupted due to the CONTRACTOR's operation, the proper authority shall be notified immediately. It is of the utmost importance that the CONTRACTOR cooperates with the said authority in restoring the service as promptly as possible. Any costs shall be borne by the CONTRACTOR. All of the aforementioned requirements apply to the OWNER'S existing system with the following exception. The CONTRACTOR shall give the OWNER 72 hours notice prior to requiring operation of or making adjustments or connections to the OWNER'S existing ( service. 1.23 Sanitary Facilities The CONTRACTOR shall provide and maintain sanitary facilities for employees and subcontractors' employees that will comply with the regulations of the local and State Departments of Health and as directed by the ENGINEER. 1.24 Street Cleanup The CONTRACTOR shall clean daily all dirt, gravel, construction debris and other foreign material resulting from operations from all streets and roads. 1.25 Vehicle Parking The vehicles of the CONTRACTOR's and subcontractor's employees shall be parked in accordance with local parking ordinances and shall he within the CONTRACTOR staging area designated on the Plans. 1.26 Protection of Quality of Water Where the work to be performed involves connections to an existing potable water system, the CONTRACTOR shall take such precautions as are necessary or as may be required to ( prevent the contamination of the water. Such contamination may include but shall not be limited to deleterious chemicals such as fuel, cleaning agents, paint, demolition and construction debris, sandblasting residue, etc. In the event contamination does occur, the CONTRACTOR shall, at own expense, perform such work as may be necessary to repair Electrical Room 5020 Cooling System Replacement Special Provisions Project No. 6312 01 100 - 7 any damage or to clean the affected areas of the water mains to a condition satisfactory to the ENGINEER. 1.27 Record Drawings CONTRACTOR shall maintain at the site one set of specifications, full size drawings, shop drawings, equipment drawings and supplemental drawings which shall be corrected as the work progresses to show all changes made. Drawings shall be available for inspection by the ENGINEER. Record Drawings shall be valued at 2.0% of the total Contract amount and are not to be paid until submitted to and approved by ENGINEER. Upon completion of the Contract and as a condition of Substantial Completion, specifications and record drawings shall he turned over to the ENGINEER. 1.28 "Or Equal" Clause In order to establish a basis of quality, certain processes, types of machinery and equipment or kinds of material may be specified on the plans or herein by designating a manufacturer's name and referring to brand or product designation. It is not the intent of these specifications to exclude other processes, equipment or materials of a type and quality equal to those designated. When a manufacturer's name, brand or item designation is given, it shall be understood that the words "or equal" follow such name or designation, whether in fact they do so or not. If the CONTRACTOR desires to furnish items of equipment by manufacturers other than those specified, he shall secure the approval of the ENGINEER prior to placing a purchase order. No extras will be allowed the CONTRACTOR for any changes required to adopt the substitute equipment. Therefore, the CONTRACTOR's proposal for an alternate shall include all costs for any modifications to the plans, such as structural and foundation changes, additional piping or changes in piping, electrical changes or any other modifications which may be necessary or required for approval and adoption of the proposed alternate equipment. Approval of alternate equipment by the ENGINEER before or after bidding does not guarantee or imply that the alternate equipment will fit the design without modifications. 1.29 Work Hour Limitations All work shall normally be conducted between the hours of 7:00 a.m. and 6:00 p.m. on weekdays only. After hours or weekend work will be allowed only upon approved written requests for variations in work hours that describe how local noise ordinances will be met and describe arrangements made with pump station operation staff for reliable operation of the pump station at all times. Failure to meet local noise ordinances will be grounds for retracting previously approved variation requests. Electrical Room 5020 Cooling System Replacement Special Provisions Project No. 6312 01 100 - 8 1.30 Dust Prevention All unpaved streets, roads, detours, haul roads or other areas where dust may be generated shall receive an approved dust - preventive treatment or be routinely watered to prevent dust. Applicable environmental regulations for dust prevention shall be strictly enforced. 1.31 Erosion and Sedimentation Control Temporary construction site erosion control measures shall be designed and constructed in accordance with the Design and Construction Standards of Clean Water Services, Washington County and the Oregon DEQ. Erosion control measures shall be maintained throughout the project site until approved permanent cover such as a healthy stand of grass, other permanent vegetation, or other ground covering is established. When approved permanent ground cover is established, all temporary erosion control measures shall be removed from the construction site. Erosion control measures shall be installed as approved, per the erosion control drawing(s) in the ( above referenced document. Erosion control measures including stabilized construction entrances and sediment barriers must be established in conjunction with site clearing and grading. During construction, and until permanent vegetation or other ground covering is established, the erosion control facilities shall be upgraded as needed for unexpected storm events or site conditions and with the purpose of retaining sediment and sediment -laden water on the construction site. 1.32 Interferences, Obstructions and Sewer Crossings At certain places, power, light and telephone poles and underground utilities may interfere with excavation and the operation of the CONTRACTOR's equipment. Necessary arrangements shall be made with utility companies for moving or maintaining such facilities. 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. 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 CONTRACTOR's bid. 1.33 Oregon Products CONTRACTOR's attention is directed to the provisions of Oregon law, ORS 279A.120 regarding the preference for products that have been manufactured or produced in Oregon. CONTRACTOR must use Oregon- produced or manufactured materials with respect to common building materials such as cement, sand, crushed rock, gravel, plaster, etc., in all cases where bid prices of such materials are no greater than those of similar materials produced or manufactured outside the state. Electrical Room 5020 Cooling System Replacement Special Provisions Project No. 6312 01 100 - 9 1.34 Noise Limitations All applicable County ordinances and State regulations shall be complied with. 1.35 Temporary Utilities The CONTRACTOR shall provide all temporary utilities and shall pay all costs associated with temporary utilities. 1.36 Use of Explosives The use of explosives is prohibited for construction of the project. 1.37 Storage and Protection of Equipment and Materials A. Materials and equipment stored overnight shall be placed neatly on the job site. Unusable materials (i.e. rejected or damaged liner material, old concrete chunks, metal scraps, etc.) shall be expeditiously removed from the job site. CONTRACTOR shall provide appropriate barricades, signs, and traffic control devices in like -new condition where necessary to protect the public from any hazards -- associated with the storage of materials and equipment used for this project. B. No equipment and/or materials shall be stored outside the immediate work area on public right -of -ways, in the following locations, or in the following manner unless otherwise approved: 1. In any maintained landscaped or lawn area. t- F 2. In a manner that would eliminate an individual residents' street parking. 3. In front of any business. 4. In any location that would interfere with District treatment plant operations. The "immediate work area" is the area where work is taking place or will be taking place within one calendar day. The CONTRACTOR shall immediately move stored material or equipment that causes a nuisance or creates complaints. 1.38 Oregon Utility Protection Laws CONTRACTOR shall comply with all current Oregon Utility Protection Laws in conducting excavation operations. Electrical Room 5020 Cooling System Replacement Special Provisions Project No. 6312 01100 - 10 ( 1.39 Competent Person Designation • ( CONTRACTOR shall designate a qualified and experienced "competent person" at the site whose duties and responsibilities shall include, enforcement of Oregon - OSHA regulations regarding excavations, the prevention of accidents, and the maintenance and supervision of ( construction site safety precautions and programs. 1.40 Maintenance of Existing Services During Construction ( All work shall be executed in such a manner so as to maintain continuous operation of the existing facilities throughout the construction. 1.41 Emergency Maintenance Supervisor ( The CONTRACTOR shall submit to the ENGINEER the names, addresses and telephone numbers of two employees responsible for performing emergency maintenance and repairs when the CONTRACTOR is not working. These employees shall be designated, in writing ( by the CONTRACTOR, to act as representatives and shall have full authority to act on the CONTRACTOR's behalf. ( At least one of the designated employees shall be available for a telephone call any time an emergency arises. ( END OF SECTION I— t Electrical Room 5020 Cooling System Replacement Special Provisions 111 Project No. 63 1 2 0 1 1 0 0 - 1 1 SECTION 01140 SEQUENCE OF WORK PART 1— GENERAL 1.01 SUMMARY A. The existing HVAC system for Electrical Room 5020 shall remain in service until the new HVAC is commissioned. The functions of the facility shall not be compromised during the course of the work except as specified herein. B. The CONTRACTOR is responsible for planning, scheduling, and sequencing its construction activities to ensure that HVAC for Electrical Room 5020 is maintained at all times. 1.02 CONSTRUCTION COMPLETION AND TIMING A. Complete all of the Work under this Contract within the number of days stipulated in the Agreement. 1.03 SUBMITTALS • A. Preliminary Work Plan. B. Final Work Plan. r 1.04 WORK PLAN A. Develop a detailed description of the complete sequence of construction for all activities contained herein as part of the Work Plan. Submit Preliminary Work Plan for review within 15 days after Notice to Proceed. Submit the Final Work Plan for review and approval within 15 days after return of the reviewed Preliminary Work Plan. B. Identify the following in the Work Plan: 1. Major work activities to occur. 2. General schedule when work will occur. Submit a detailed schedule as specified in SECTION 01320, "PROGRESS SCHEDULES," separately. 3. Proposed modifications to normal facility operations for each major work activity. 4. Number and duration of process shutdowns required. 5. Facility, equipment, or utility to be shutdown. 6. What equipment will be present, including temporary equipment during shutdowns. 7. What assistance will be required of OWNER'S operating personnel during shutdowns. Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01140 -1 November 15, 2006 Contract Documents Sequence of Work 4 8. Contingency backup plan identifying what action will be taken if activities during a shutdown cannot be completed within the allotted times, or if there is a failure of the CONTRACTOR's temporary equipment. 9. Name of individual in charge of CONTRACTOR'S activity during shutdown. 1.05 CONSTRUCTION CONSTRAINTS A. Construction constraints primarily relate to interfacing with and tying into existing power supply, equipment, and duct work. CONTRACTOR shall make every effort to give proper attention to each of these items so as to minimize interruptions of the existing facilities and avoid delays that may result if the constraints are not observed. Constraints listed below involve limits on activities during construction. These limits relate to the critical nature of the existing treatment facility. 1. Construct work in stages to allow OWNER'S continuous access to Electrical Room 5020 during construction. 2. Coordinate construction schedule with OWNER. 3. Coordinate proposed work with OWNER and facility operations personnel before implementing unit shutdowns. Under no circumstances cease work at the end of a normal working day if such actions may inadvertently cause a cessation of any facility operating process; in which case, remain on site until necessary repairs are complete. 4. Do not close lines, open valves, or take other action that would affect the operation of existing systems, except as specifically required by the Contract Documents and after approval of OWNER. 5. CONTRACTOR shall coordinate and schedule all shutdowns with OWNER. OWNER reserves the right to deny permission for shutdown on any day. No shutdowns allowed on a Friday. 6. The CONTRACTOR shall not operate any of the existing equipment without written permission from the OWNER. The CONTRACTOR is liable for any loss or damage caused to property or equipment or any personal injury resulting from or related to this usage. 7. The OWNER recognizes that portions of the facility will have to be interrupted or shut down or interfered with in order to accommodate the CONTRACTOR'S construction activities. The OWNER will, through its personnel, attempt to accommodate CONTRACTOR'S work, provided that proper notification is given. L- B. Extended Working Hours: If the CONTRACTOR desires to perform any work outside the specified working hours, CONTRACTOR shall obtain written permission from the OWNER and all necessary permits from the appropriate agencies and make all necessary arrangements prior to commencing. Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01140-2 November 15, 2006 Contract Documents Sequence of Work 1.06 TEMPORARY SHUTDOWNS A. Provide 14 -day minimum advance Notice of Request for Approval of a Temporary Shutdown of a facility. B. Each Notice of Request for Approval of a Temporary Shutdown submitted to the OWNER shall include the following: 1. Dates, time, and duration of proposed shutdown. 1 2. Work activities to be performed during the shutdown. 1 _. 3. Assistance required of OWNER'S personnel before, during, and after shutdown. 4. CONTRACTOR'S personnel to be on site during shutdown. 5. Contingency plan if work during shutdown is not completed during allotted time or critical equipment fails. 1 C. Upon receipt of such request, the OWNER will decide what action OWNER needs to take and if the requested shutdown is acceptable. The request from the CONTRACTOR will be returned to CONTRACTOR with the OWNER'S decision noted. If the OWNER deems that the requested 1 shutdown is unacceptable, the OWNER will state such reasons, and the CONTRACTOR shall reschedule the shutdown as required. 1 D. It is hereby agreed between the CONTRACTOR and OWNER that disapproval by the OWNER of the CONTRACTOR'S shutdown request does not entitle the CONTRACTOR to any time extension unless the CONTRACTOR can demonstrate to the satisfaction of the OWNER, through an updated CPM schedule, that the overall project completion date will not be met as a result of this disapproval. i= END OF SECTION Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01140 -3 November 15, 2006 Contract Documents Sequence of Work SECTION 01310 PROJECT MEETINGS PART 1— GENERAL 1.01 PRECONSTRUCTION CONFERENCE A. Schedule, Attendees, Location: 1. Not more than five days after "Notice to Proceed" but earlier if practical, the OWNER will schedule a preconstruction meeting. 2. Attendees: a. CONTRACTOR representatives including the official in charge of the project, the project superintendent, a representative with authority to speak for each of the principle subcontractors, and other representatives CONTRACTOR may deem expedient. 3. The preconstruction conference will be held at Durham Wastewater Treatment Facility. 4. Minutes of the meeting will be prepared by the ENGINEER and distributed to interested parties. B. Agenda: 1. Both OWNER and CONTRACTOR shall be prepared to speak to the following: LED a. Name and field address of job superintendent. b. Communication procedures. t c. Emergency phone and/or operator. d. Date of construction start. e. Date of Notice -to- Proceed. f. Notification of utilities concerned, fire, police, schools, etc. g. Subcontractors: I .. 1) Concrete. 2) Mechanical. 3) Electrical. I 4) Other. Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01310 -1 November 15, 2006 Contract Documents Project Meetings h. Coordination with other contractors. i. Permits: I) County, city, state, and government agencies as required. 2) Building permit. 3) Electrical permit. j. Engineering assignments. k. Construction Observers: Names and authority. I. Field office (location). m. Construction progress schedule. n. Schedule of Values. iI o. Submittals and Schedule of Submittals. p. Prevailing wage rates related submittal requirements. q. Nondiscrimination notice. r. Periodic monthly payments including date for submittal and forms. s. Safety requirements, confined space, and special hazards. t. Insurance and bonds. u. Drawings revised to conform to construction records. r= v. Operation and maintenance manuals. w. Testing. x. Location, timing, and content of progress meetings. y. CONTRACTOR safety meetings. z. Complaint procedure. - aa. Staging areas and parking. bb. Work hours. cc. Substantial completion. dd. Construction milestones. Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01310 -2 November 15, 2006 Contract Documents Project Meetings ee. Project closeout. ff. Other matters concerning construction. 1.02 PROGRESS MEETINGS A. CONTRACTOR shall schedule with ENGINEER and OWNER regular weekly meetings at mutually agreed times to discuss the following: 1. Work completed the previous week. 2. Work planned for the following two weeks. r- 3. Long-term work planning issues. 4. Coordination of CONTRACTOR and OWNER activities. 5. Other topics related to facilitating project progress. B. Hold "Additional Meetings" as progress of work dictates. C. Location of meetings shall be designated during preconstruction conference. D. Attendance: 1. OWNER. 2. CONTRACTOR. 3. Subcontractors as pertinent to agenda, upon approval of OWNER. 4. Safety representative (optional). 5. Consultant(s) as pertinent to agenda. E. Meeting minutes will be prepared by the OWNER. 1.03 CONTRACTOR WEEKLY SAFETY MEETINGS A. CONTRACTOR shall schedule and conduct weekly safety meetings for CONTRACTOR's staff to discuss site safety issues. B. Submit copies of attendance list to OWNER. END OF SECTION Clean Water Services Project 63/2 Electrical Room 5020 Cooling System Replacement 01310 -3 November 15, 2006 Contract Documents Project Meetings SECTION 01320 PROGRESS SCHEDULES PART 1— GENERAL 1.01 SCHEDULE REQUIRED A. After being awarded the Contract, the CONTRACTOR shall prepare a Progress Schedule as described herein. B. Scheduling of construction is the responsibility of the CONTRACTOR. C. The requirement for the system is included: 1. To assure adequate planning and execution of the work. 2. To assist the OWNER in appraising the reasonableness of the proposed schedule and evaluating progress of the work. D. Monthly progress payments made in accordance with the General Conditions will not be processed until receipt of the monthly report. • E. The CONTRACTOR's responsibilities shall include: 1. Creation of the Progress Schedule in the form of a Gantt Chart. 2. Execution of the plan described by the Progress Schedule. 3. Participation in progress meetings. 4. Submission of monthly progress reports and change data. 1.02 GANTT CHART (TIME SCALE BAR CHART) A. Gantt Chart shall: 1. Show the order and interdependence of activities planned by the CONTRACTOR. 2. Be drafted to show a continuous flow from left to right with no arrows from right to left. 3. Provide a logical sequence of the work to be accomplished. 4. All nondummy activities shall be drafted on a horizontal plane. 5. Keep "dummy" activities to a minimum. B. Basic concept of a Progress Schedule shall be utilized to show the start of a given activity to be dependent on completion of all activities directly preceding the given activity. Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01320 -1 November 15, 2006 Contract Documents Progress Schedules C. Each activity description shall be sufficient to identify the work without reference to any other activity. D. Identify those activities which are planned to be expedited by use of overtime, double shifts, or to be worked on Saturdays, Sundays, and holidays. E. The Progress Schedule shall indicate as a minimum the items and listed in the Schedule of Values. F. Detailed network activities shown on a detailed or subnetwork diagram shall include: 1. Construction activities, including activities of subcontractors, assigned contractors, and suppliers. 2. Submittal and approval of samples of materials and shop drawings. 3. Procurement of materials and equipment. 4. Fabrication of special material and equipment. 5. Installation of major and /or critical items. 6. Testing. 7. Start-up. 8. Actions of OWNER affecting progress or completion date. G. The detail of information shall be such that duration times of activities will range from 1 to 30 days with not over 2 percent of the activities exceeding these limits. H. The selection and number of activities shall be subject to the OWNER's approval. I. Sheets shall have latest revision date. 1.03 SUBMITTAL AND APPROVAL i A. Submit to the OWNER within 10 days of the Notice to Proceed: 1. A Time - Scaled Bar (Gantt) Chart: a. Representing each subnetwork listed above with a 2 -line bar. b. One bar to show scheduled progress and one open bar for reporting progress. B. Submit within 20 calendar days of Notice to Proceed: 1. Complete Gantt chart schedule. C. If requested the CONTRACTOR shall participate in a review meeting and evaluation of the proposed schedules and analysis by the OWNER. Clean Water Services Project 6312 Elect, ical Room 5020 Cooling SySteni Replacement 01320 -2 November 15, 2006 Contract Documents Progress Schedules I D. Any revisions necessary as a result of the review shall be resubmitted for approval of the OWNER within 10 calendar days after receipt of the OWNER's and ENGINEER's review comments. E. Approved schedule shall be the schedule to be used by the CONTRACTOR for planning, organizing, and directing the work; and for reporting progress. 1.04 MONTHLY REPORTS REQUIRED A. CONTRACTOR shall submit at monthly intervals a report of the actual construction progress by updating: 1. Time- scaled Gantt chart. B. CONTRACTOR shall produce a report of projected scheduled activities to be started, in process, or completed during the upcoming reporting period (Look -Ahead Report). C. At the end of the reporting period, CONTRACTOR and ENGINEER shall jointly make entries on the preceding Look -Ahead Report: 1. To show actual progress. 2. To identify those activities started and those completed during the previous period. 3. To show the estimated time required to complete each activity started, but not yet completed. D. Include in the "Remarks" section of the update report: 1. Description of problem areas, current and anticipated. 2. Delaying factors and their impact. 3. Explanation of corrective actions taken or proposed. E. CONTRACTOR shall produce updated schedule and status reports from the marked -up Look - Ahead Report. • 1.05 REVISIONS A. If the CONTRACTOR desires to make changes in its method of operating and scheduling, CONTRACTOR shall notify the ENGINEER in writing stating the reasons for the change. B. If the ENGINEER considers these changes to be of a major nature, it may require the CONTRACTOR to revise and submit the schedule for approval to show the effect on the entire project. C. A change may be considered of a major nature if the time estimated to be required or actually used for an activity or the logic of sequence of activities is varied from the original plan to a degree that there is a reasonable doubt as to the effect on the contract completion date or dates. Clean Water Services Project 6312 Electrical Rootn 5020 Cooling System Replacement 01320 -3 November 15, 2006 Contract Documents Progress Schedules D. Changes that affect activities with adequate slack time shall be considered as minor changes, except that an accumulation of minor changes may be considered a major change when their cumulative effect can be demonstrated to affect the contract completion date. 1.06 SCHEDULE CHANGES BY OWNER A. When Change Orders are issued or when a Notice to Proceed with changes in the Work must be issued prior to settlement of price and /or time to avoid delay and additional expense, the CONTRACTOR will revise the duration times estimates of all activities affected by the modification on the next succeeding updating report. B. Revisions shall be submitted for concurrence of the OWNER. 1.07 TIME EXTENSION A. Float is defined as the amount of time between the early start date, and the late start date, or the early finish date and the late finish date, of any of the activities in the schedule. B. Float is not time for the exclusive use of or benefit of either the OWNER or the CONTRACTOR. C. Extensions of time shall be based on provisions of the Agreement, Article 3, Contract Times; SECTION 00700, "GENERAL CONDITIONS," Article 12. Considerations for extensions will include the following: 1. Extensions of time will be granted only to the extent that equitable time adjustments for the activity or activities affected exceed the total float along the channels involved at the time Notice to Proceed was issued for the change and that the delays affected the contract completion date. It 2. Extensions of Time will he granted only if circumstances prevail which are beyond the control of the CONTRACTOR and which could not be reasonably anticipated. PART 2 — MISCELLANEOUS 2.01 CONTRACTOR TO SCHEDULE WORK A. The CONTRACTOR shall keep the OWNER informed sufficiently in advance of the times and places at which CONTRACTOR intends to work in order that the necessary measurements and payment may be made with the minimum of inconvenience and delay to the OWNER, and the CONTRACTOR. B. If the schedule of work be such as to handicap the setting of necessary engineering control, the CONTRACTOR shall suspend its operations at the particular place in sufficient time for the ENGINEER to complete its work during normal working hours. Any additional expense to the CONTRACTOR arising from the temporary suspension of work shall be considered as incidental to the construction and be included in various bid items of the Contract. Clean Water Services Project 63/2 Electrical Room 5020 Cooling System Replacement 01320 -4 November 15, 2006 Contract Documents Progress Schedules 1 1 C. Work shall be scheduled to allow for constraints by any public agency having jurisdiction. D. In the event of the CONTRACTOR's failure to prepare, submit, and update the schedules and reports, the OWNER may withhold funds from one or more progress payments in an amount that the OWNER determines is required to cover the cost of the OWNER or the ENGINEER to 1 prepare or update the schedules and reports. 2.02 REPORTS — MISCELLANEOUS A. The CONTRACTOR shall submit to the OWNER such estimates of quantities and costs, progress schedules, payrolls, reports, records, and miscellaneous data pertaining to the Contract as may be requested by the OWNER and/or required by the Contract. 1— END OF SECTION I• • Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01320 -5 November 15, 2006 Contract Documents Progress Schedules SECTION 01330 SUBMITTAL PROCEDURES I ' PART 1— GENERAL I • 1.01 PROCEDURES A. General: This section supplements Article 6.17 of SECTION 00700, "GENERAL CONDITIONS." B. Inquiries: Direct to ENGINEER regarding procedure, purpose, or extent of Submittal. 1— C. Timeliness: Schedule and make submissions in accordance with requirements of individual specification sections and in such sequence as to cause no delay in work or in work of other contractors. D. Identification of Submittals: • 1. Complete, sign, and transmit with each Submittal package one copy of the Shop Drawing Transmittal Form provided in SECTION 01999, "FORMS." 2. Identify each Submittal with the following numbering and tracking system: a. Sequentially number each Submittal. b. Resubmission of a Submittal will have original submittal number with sequential alphabetic suffix. 3. Format: Orderly, indexed with labeled tab dividers. 4. Show date of submission. 5. Show Project title, OWNER's contract identification, and contract number. 6. Show names of CONTRACTOR, subcontractor, or supplier and manufacturer as appropriate. 7. Identify, as applicable, Contract Document section and paragraph to which Submittal applies. • 8. Identify Submittal type. Submit only one type in each Submittal package. 9. Identify and indicate each deviation or variation from Contract Documents. E. Resubmissions: Clearly identify each correction or change made. Clean Water Services Project 6312 Electrical R00171 5020 Cooling System Replacement 01330 -1 November 15, 2006 Contract Documents Submittal Procedures I F. Incomplete Submittal Submissions: 1. ENGINEER will return the entire Submittal for CONTRACTOR's revision/correction and resubmission. 2. Submittals which do not clearly bear CONTRACTOR's specific written indication of CONTRACTOR review and approval of Submittal or which are transmitted with an unsigned or uncertified submission form or as may otherwise be required will be returned to CONTRACTOR unreviewed. G. Nonspecified Submissions: Submissions not required under these Contract Documents and not shown on submissions will not be reviewed and will be returned to the CONTRACTOR. H. ENGINEER's Review: ENGINEER will act upon CONTRACTOR Submittal and transmit response to CONTRACTOR not later than 21 days after receipt, unless otherwise specified. Resubmittals will be subject to the same review time. I. Schedule Delays: 1. No adjustment of Contract times or price will be allowed due to ENGINEER's review of Submittals, unless all of the following criteria are met: a. CONTRACTOR has notified ENGINEER in writing that timely review of Submittal in question is critical to progress of Work and has received ENGINEER's written acceptance to reflect such on current accepted submissions and progress schedule. Written agreement by the ENGINEER to reduce Submittal review time will be made only for unusual and CONTRACTOR- justified reasons. Acceptance of a progress schedule containing Submittal review times less than specified or less than agreed to in writing by ENGINEER will not constitute ENGINEER's acceptance of the reduced review times. b. ENGINEER has failed to review and return first submission of a Submittal within agreed time indicated on current accepted schedule of submissions or, if no time is indicated thereon, within 21 days after receipt. c. CONTRACTOR demonstrates that delay in progress of work is directly attributable to ENGINEER's failure to return Submittal within time indicated and accepted by ENGINEER. 2. No adjustment of Contract times or price will be allowed due to delays in progress of work caused by rejection and subsequent resubmission of Submittals, including multiple resubmissions. 1.02 SHOP DRAWINGS AND SAMPLES A. Copies: 1. Shop Drawings and Product Data: Six. 2. Samples: Two, unless otherwise specified in individual Specification sections. Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 0/330 -2 November 15, 2006 Contract Documents Submittal Procedures B. General: Submit to ENGINEER as required by individual Specification sections. ENGINEER will transmit copies to OWNER as appropriate. C. Identify and Indicate: 1. Pertinent Drawing Sheet(s) and detail number(s), products, units and assemblies, and system or equipment identification or tag numbers. 2. Critical field dimensions and relationships to other critical features of work. 3. Samples: Source, location, date taken, and by whom. 4. Each deviation or variation from Contract Documents. D. Design Data: When specified, provide Project - specific information as required and as necessary to clearly show calculations, dimensions, logic and assumptions, and referenced standards and codes upon which design is based. E. Foreign Manufacturers: 1. When proposed, include the following additional information: a. Names and addresses of at least two companies closest to Project that maintain technical service representatives. b. List of local spare parts and accessories available for proposed equipment. F. Preparation: 1. Format: Whenever possible, schedule for and combine Shop Drawings and Samples required for submission in each Specification section into a single Submittal package. 2. Present in a clear and thorough manner and of sufficient detail to show kind, size, arrangement, and function of components, materials, and devices and compliance with Contract Documents. Identify details by reference to sheet and detail, and schedule or room numbers as shown on Drawings. 3. Sheet Sizes: 8 -1/2 inches by 11 inches or multiples thereof to a maximum of 22 inches by 34 inches. 4. Piping Systems: Drawn to scale. 5. Product Data: Clearly mark each copy to identify pertinent products or models and show performance characteristics and capacities, dimensions and clearances required, wiring, or piping diagrams and controls, and external connections, anchorages, and supports required. 6. Equipment and Component Titles: Identical to title shown on Drawings. Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 0 /330 - November 15, 2006 Contract Documents Submittal Procedures 7. Manufacturer's standard schematic drawings and diagrams as follows: a. Modify to delete information that is not applicable to Work. b. Supplement standard information to provide information specifically applicable to Work. G. Shop Drawing Disposition: 1. ENGINEER will review, mark, and stamp as appropriate and distribute marked up copies as noted: a. No Exception Taken (for incorporation in work): 1) One copy furnished to OWNER. 2) One copy furnished to Resident Project Representative (if applicable). 3) One copy retained in ENGINEER's file. 4) Remaining copies returned to CONTRACTOR appropriately annotated. 5) CONTRACTOR may begin to implement activities to incorporate specific product(s) or work covered by Submittal. b. Make Corrections Noted (for incorporation in work): 1) One copy furnished to OWNER. 2) One copy furnished to Resident Project Representative (if applicable). � 3) One copy retained in ENGINEER's file. 4) Remaining copies returned to CONTRACTOR appropriately annotated. t— 5) CONTRACTOR may begin to implement activities to incorporate product(s) or work covered by Submittal, in accordance with ENGINEER's notations. c. Rejected: 1) One copy furnished to OWNER. 2) One copy furnished to Resident Project Representative (if applicable). 3) One copy retained in ENGINEER file. 4) Remaining copies returned to CONTRACTOR appropriately annotated. 5) CONTRACTOR shall make corrections or develop replacement and resubmit (in same manner and quantity as specified for original submission). 6) Submittal is not satisfactory and CONTRACTOR may not incorporate specific product(s) or conduct work covered by submittal. Clean Water Services Project 6312 Electrical R00117 5020 Cooling System Replacement 01330 -4 November 15. 2006 Connect Documents Submittal Procedures d. Revise and Resubmit: 1) One copy furnished to OWNER. 2) One copy furnished to Resident Project Representative (if applicable). 3) One copy retained in ENGINEER'S file. 4) Remaining copies returned to CONTRACTOR appropriately annotated. 5) CONTRACTOR shall resubmit entire submittal after making required revisions (in same manner and quantity as specified for original submission). a- - 6) Submittal is not satisfactory and CONTRACTOR may not incorporate specific product(s) or conduct work covered by submittal. e. Submit Specified Item: 1) One copy furnished to OWNER. 2) One copy furnished to Resident Project Representative (if applicable). ' 3) One copy retained in ENGINEER's file. 4) Remaining copies returned to CONTRACTOR appropriately annotated. 5) CONTRACTOR shall submit missing portions (in same manner and quantity as specified for original submission). 6) Submittal is not satisfactory and CONTRACTOR may not incorporate specific product(s) or conduct work covered by submittal, unless otherwise noted in the ENGINEER's review comments. H. Sample Disposition: Same as Shop Drawing disposition. Samples will not be returned. 1.03 ADMINISTRATIVE SUBMITTALS A. Copies: Six. B. Submit to OWNER. OWNER will transmit ENGINEER copies as appropriate. • C. Description: 1. Submittals that are not Shop Drawings or samples, or that do not reflect quality of product or method of construction. 2. May include, but is not limited to, those Submittals identified below: a. Applications for Payment: Meet requirements of Article 14 of SECTION 00700, "GENERAL CONDITIONS." Clean Water Services Project 6312 Electr,cal Room 5020 Cooling System Replacement 01330 -5 November 15, 2006 Submittal Procedures Contract Documents �I. b. Progress Reports and Quantity Charts: As may be required in SECTION 01320, "PROGRESS SCHEDULES." c. Progress Schedule(s): Meet the requirements of SECTION 01320, "PROGRESS SCHEDULES." d. Schedule of Values: Meet the requirements "Schedule of Values" below. e. Training Materials: Meet the requirements of SECTION 01640, "MANUFACTURERS' SERVICES." f. Submittals Required by Laws, Regulations, and Governing Agencies: 1) Submit promptly notifications, reports, certifications, payrolls, and otherwise as may be required directly to the applicable federal, state, or local governing agency or their representative. 2) Transmit to ENGINEER for OWNER's records one copy of correspondence and transmittals (to include enclosures and attachments) between CONTRACTOR and governing agency. g. Disposition: When appropriate, ENGINEER will review, stamp, and indicate requirements for resubmission or acceptance on Submittal as follows: 1) No Exceptions Taken: a) Schedules: Indicates that schedules provide for the orderly progression of the Work to completion within any specified milestones and the Contract times, but such acceptance will neither impose on ENGINEER responsibility for the sequencing, scheduling, or progress of the work nor interfere with or relieve CONTRACTOR from CONTRACTOR's full responsibility therefore. 6 b) Acceptance of other administrative Submittals will indicate that Submittal conforms to intent of Contract Documents as to form and substance. c) CONTRACTOR may proceed to perform Submittal- related work. d) One copy furnished to OWNER. e) One copy furnished to Resident Project Representative (if applicable). f) One copy retained in ENGINEER's file. g) Remaining copies returned to Conractor appropriately annotated. 2) Rejected: a) One copy furnished to OWNER. b) One copy retained in ENGINEER's file. Clean WaterSenrcer Project6312 Electrical Room 5020 Cooling System Replacement 0 /330 - iVorenrber 15, 2006 Contract Documents Submittal Procedures 1 • d. Revise and Resubmit: 1) One copy furnished to OWNER. 2) One copy furnished to Resident Project Representative (if applicable). 3) One copy retained in ENGINEER's file. 1 4) Remaining copies returned to CONTRACTOR appropriately annotated. 5) CONTRACTOR shall resubmit entire submittal after making required revisions (in same manner and quantity as specified for original submission). 6) Submittal is not satisfactory and CONTRACTOR may not incorporate specific product(s) or conduct work covered by submittal. 1 e. Submit Specified Item: 1) One copy furnished to OWNER. 2) One copy furnished to Resident Project Representative (if applicable). 3) One copy retained in ENGINEER's file. 4) Remaining copies returned to CONTRACTOR appropriately annotated. 5) CONTRACTOR shall submit missing portions (in same manner and quantity as specified for original submission). 6) Submittal is not satisfactory and CONTRACTOR may not incorporate specific product(s) or conduct work covered by submittal, unless otherwise noted in the L ENGINEER's review comments. H. Sample Disposition: Same as Shop Drawing disposition. Samples will not be returned. 1 1.03 ADMINISTRATIVE SUBMITTALS A. Copies: Six. B. Submit to OWNER. OWNER will transmit ENGINEER copies as appropriate. C. Description: 1. Submittals that are not Shop Drawings or samples, or that do not reflect quality of product or method of construction. 2. May include, but is not limited to, those Submittals identified below: a. Applications for Payment: Meet requirements of Article 14 of SECTION 00700, "GENERAL CONDITIONS." Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01330 -5 November 15, 2006 Contract Documents Submittal Procedures 1 ( b. Progress Reports and Quantity Charts: As may be required in SECTION 01320, "PROGRESS SCHEDULES." c. Progress Schedule(s): Meet the requirements of SECTION 01320, "PROGRESS SCHEDULES." d. Schedule of Values: Meet the requirements "Schedule of Values" below. e. Training Materials: Meet the requirements of SECTION 01640, "MANUFACTURERS' SERVICES." f. Submittals Required by Laws, Regulations, and Governing Agencies: 1) Submit promptly notifications, reports, certifications, payrolls, and otherwise as may be required directly to the applicable federal, state, or local governing agency or their representative. 2) Transmit to ENGINEER for OWNER's records one copy of correspondence and transmittals (to include enclosures and attachments) between CONTRACTOR and governing agency. g. Disposition: When appropriate, ENGINEER will review, stamp, and indicate requirements for resubmission or acceptance on Submittal as follows: 1) No Exceptions Taken: a) Schedules: Indicates that schedules provide for the orderly progression of the Work to completion within any specified milestones and the Contract times, but such acceptance will neither impose on ENGINEER responsibility for the sequencing, scheduling, or progress of the work nor interfere with or relieve CONTRACTOR from CONTRACTOR's full responsibility therefore. b) Acceptance of other administrative Submittals will indicate that Submittal conforms to intent of Contract Documents as to form and substance. c) CONTRACTOR may proceed to perform Submittal- related work. d) One copy furnished to OWNER. e) One copy furnished to Resident Project Representative (if applicable). f) One copy retained in ENGINEER's file. g) Remaining copies returned to Conractor appropriately annotated. 2) Rejected: a) One copy furnished to OWNER. b) One copy retained in ENGINEER's file. Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 0 /330 -6 November 15, 2006 Contract Documents Submittal Procedures c) Remaining copies returned to CONTRACTOR appropriately annotated. 1 d) CONTRACTOR shall revise /correct or develop replacement and resubmit. D. Schedule of Values: 1. Format: Identify each line item in the Schedule of Values with the number and title of the major Specification sections. Submit typed Schedule of Values on 8 -1/2 by 11 -inch paper; CONTRACTOR's standard form or media- driven printout will be considered on request. 2. At preconstruction meeting, submit to the ENGINEER a preliminary Schedule of Values in accordance with SECTION 00700, "GENERAL CONDITIONS," Article 2.05. After approval by ENGINEER, submit to the ENGINEER a Schedule of Values (preferably in Microsoft Excel format), at least 15 days prior to submitting first Application for Payment. ( 3. The Schedule of Values shall assign a fair, reasonable, and equitable dollar value for each activity on the CONTRACTOR's Progress Schedule. The Schedule of Values shall include anticipated progress payments for each item in the Bid Form through the final payment. In } addition, a detailed breakdown of lump sum prices shall be included in the Schedule of Values. 4. The detailed breakdown of the lump sum shall list prices for the following: a. Bonds and Insurance Premiums. b. Mobilization. c. Excavation and Earthwork. { d. Erosion Control. e. Concrete. f. HVAC Equipment. { g. Mechanical h. Electrical. i. Operation and Maintenance Manual. j. Testing. k. Start-up. 1. Training. m. Record Drawings. n. Close Out. ( Clean Water Services Project 6312 Elecrncal Room 5020 Cooling System Replacement 01330 -7 November 15, 2006 Conn Documents Submittal Procedures o. Demobilization. p. Other items as appropriate to the work and as approved by the ENGINEER. 5. The Schedule of Values shall specifically indicate installed cost for materials and equipment for each Bid Item. 6. Each activity's assigned value shall consist of labor, equipment and materials cost and a prorate contribution to overhead and profit. Breakdown shall be organized to facilitate assessment of work and payment of subcontractors. 7. The sum of the assigned values shall equal the lump sum price of the activity. 1.04 QUALITY CONTROL SUBMITTALS A. Copies: Four. B. Submit to OWNER. OWNER will provide copies to ENGINEER as appropriate. C. Certificates: 1. Certificates of Successful Testing or Inspection: Submit when testing or inspection is required by laws and regulations or governing agency or specified in the individual Specification sections. 2. Manufacturer's Installation Certification Form: As required in SECTION 01640, "MANUFACTURER'S SERVICES." Coordinate with SECTION 01650, "FACILITY START -UP AND TESTING." D. Operation and Maintenance Manual: As required in SECTION 01785, "OPERATION AND MAINTENANCE DATA." E. Statements of Qualification: Evidence of qualification, certification, or registration. As required in these Contract Documents to verify qualifications of professional land surveyors, engineers, materials testing laboratories, specialty subcontractors, trades, consultants, installers, and other professionals. F. Field Samples: Provide as required by individual Specifications and as may be required by ENGINEER during progress of work. G. Written Test Reports of Each Test and Inspection: 1. As a minimum, include the following: a. Date of test and date issued Project title and number, testing laboratory name, address, telephone number, and name and signature of laboratory inspector. b. Date and time of sampling or inspection and record of temperature and weather conditions. Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01330 - November 15, 2006 Contract Documents Submittal Procedures c. Identification of product and Specification section, location of sample, test, or inspection in the Project, type of inspection or test with referenced standard code, certified results of test. d. Compliance with Contract Documents and identifying corrective action necessary to bring materials and equipment into compliance. e. Provide an interpretation of test results, when requested by ENGINEER. ( H. Disposition: 1. ENGINEER will review, stamp, and indicate requirements for resubmission or acceptance on Submittal as follows: a. No Exceptions Taken: 1) Acceptance will indicate that Submittal conforms to intent of Contract Documents as to form and substance. { 2) CONTRACTOR may proceed to perform Submittal related work. 3) One copy fumished to OWNER. I , 4) One copy furnished to Resident Project Representative (if applicable). I - 5) Once copy retained in ENGINEER's file. 6) Remaining copies returned to CONTRACTOR appropriately annotated. 1 b. Rejected: 1) One copy furnished to OWNER. 2) One copy retained in ENGINEER's file. { 3) Remaining copies returned to CONTRACTOR appropriately annotated. 4) CONTRACTOR shall revise /correct or develop replacement and resubmit. 1.05 CONTRACT CLOSEOUT SUBMITTALS A. General: Meet requirements of SECTION 01770, "CLOSEOUT PROCEDURES." B. Submit to ENGINEER. C. Disposition: 1. ENGINEER will review, stamp, and indicate requirements for resubmission or acceptance on Submittal as follows: a. No Exceptions Taken: Clean Water Services Project 6312 Electrical Rooni 5020 Cooling System Replacement 01330 -9 November 15, 2006 Contract Documents Submittal Procedures 1) Acceptance will indicate that Submittal conforms to intent of Contract Documents as to form and substance. 2) CONTRACTOR may proceed to perform Submittal related work. 3) One copy furnished to OWNER. 4) One copy furnished to Resident Project Representative (if applicable). 5) One copy retained in ENGINEER's file. 6) Remaining copies returned to CONTRACTOR appropriately annotated. b. Rejected: 1) One copy furnished to OWNER. 2) One copy retained in ENGINEER's file. 3) Remaining copies returned to CONTRACTOR appropriately annotated. 4) CONTRACTOR shall revise /correct or develop replacement and resubmit. PART 2 — PRODUCTS (NOT USED) PART 3 — EXECUTION (NOT USED) END OF SECTION Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01330 -10 November 15, 2006 Contract Documents Submittal Procedures SECTION 01410 TESTING LABORATORY SERVICES PART 1— GENERAL 1.01 INDEPENDENT TESTING A. OWNER will pay for services of an independent testing laboratory for: 1. Soils gradation (where not provided by supplier), moisture density standards determination (where not provided by supplier), and in -place density tests. 2. Concrete: Mix design, consistency, air content, and compressive test cylinder casting, and compression testing. 3. Bolts: All adhesive anchors and wedge anchors installed in concrete and masonry. B. CONTRACTOR shall assist and accommodate collection of samples by OWNER's agent. 1.02 RESPONSIBILITIES OF CONTRACTOR A. CONTRACTOR shall be responsible for determining the number, type, and schedule of all testing required by the Specifications. f -- B. Cooperate with laboratory personnel and provide access to Work. C. Provide preliminary representative samples of materials to be tested to laboratory in required quantities. D. Furnish copies of test reports. E. Furnish casual labor and facilities: 1. To provide access to work to be tested. 2. To assist laboratory personnel to obtain and handle samples at the site. 3. To facilitate inspections and tests. 4. For storage and curing of test samples. F. Notify project representative and ENGINEER sufficiently in advance of operations to allow for assignment of personnel and scheduling of tests. In no case shall notification be less than 72 hours before the required test. G. CONTRACTOR shall be responsible for CONTRACTOR's quality control tests. Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01410 -1 November 15, 2006 Contract Documents Testing Laboratory Services I 1.03 RESPONSIBILITIES OF OWNER A. OWNER will provide the CONTRACTOR with a copy of all test results within 7 days of receipt from the testing laboratory for OWNER paid testing. END OF SECTION i - Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 0/410 -2 November 15, 2006 Contract Documents Testing Laboratory Services SECTION 01510 TEMPORARY UTILITIES PART 1— GENERAL 1.01 GENERAL A. Furnish and install temporary storage facilities to keep stored tools, parts, and equipment dry. B. Stage materials and equipment at specific locations specified by OWNER. 1 C. All temporary facilities and controls shall be maintained as long as required for the safe and proper completion of the Work. 1.02 TEMPORARY ELECTRICITY A. Provide and pay all costs for electricity to the field office building(s). I B. Furnish and install all temporary wiring and associated equipment required. C. Area distribution boxes shall be furnished, installed, and so located that the individual trades • may use their own construction -type extension cords to obtain proper power and artificial lighting at all points where required. D. Comply with applicable sections of local electrical codes, federal and state safety and construction codes. E. Install work in neat and orderly manner. F. Make structurally and electrically sound throughout. G. Maintain to give continuous service and to provide safe working conditions. H. Modify and extend service as Work progress requires. I. Materials may be new or used, but must be adequate in capacity for required purposes, and must not create unsafe conditions or violate requirements of applicable codes. ( J. Completely remove temporary materials and equipment upon completion of Work. K. Repair damage caused by installation and restore to specified or original condition. 1.03 TEMPORARY WATER A. Non - potable water will be provided by the OWNER for cleanup purposes. CONTRACTOR shall provide all necessary piping and fittings. B. Provide potable drinking water near CONTRACTOR's field office. � 4 ( Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01510 -1 November 20. 2006 Contract Documents Temporary Utilities 1 1.04 SANITARY FACILITIES A. Furnish and install temporary sanitary toilets for use by all personnel. Facilities shall be maintained in a clean and sanitary manner at all times. Comply with the requirements of all public agencies having jurisdiction in such matters. B. Establish a regular collection schedule of all sanitary and organic wastes based on the number of workers on Site at any given time. C. All wastes and refuse from sanitary facilities provided by the CONTRACTOR or organic material wastes from other sources related to the CONTRACTOR's operations shall be disposed of away from the Site in a manner satisfactory to the OWNER and in accordance with all laws and regulations pertaining thereto. D. Provide hot and cold water washing facilities in accordance with state laws. 1.05 REMOVAL A. Remove temporary facilities and controls as rapidly as progress of the Work will permit or as directed by the ENGINEER. B. Repair damage to the temporary staging area and restore it to its original condition or better. PART 2 — PRODUCTS (NOT USED) PART 3 — EXECUTION (NOT USED) END OF SECTION 1 Clean Water Sen ices Project 6312 Electrical Room 5020 Cooling .System Replacement 01510 -2 November 20, 2006 Contract Documents Temporary Utilities SECTION 01545 PROTECTION OF WORK AND PROPERTY PART 1— GENERAL ( 1.01 PUBLIC AND PRIVATE PROPERTY A. Protect and maintain all underground or aboveground utilities and structures affected by the ( Work and all lawns, shrubs, trees, fences, rockeries, etc., and parking strips or private property crossed by or adjacent to the Site. Repair and restore damage to the satisfaction of OWNER. ( B. Repair or replace or arrange for the repair or replacement of all such damage to roads, highways, ditches, bulkheads, walls, bridges, culverts, utilities, barricades, lights, or other property, caused by CONTRACTOR, whether such damage be at the Site or caused by transporting or hauling to or from the Site to the satisfaction of the OWNER. Any material damaged by the CONTRACTOR's operations shall be replaced with new material unless otherwise approved by OWNER. ( 1.02 CONTRACTOR'S RESPONSIBILITY FOR UTILITIES AND SERVICE A. Make all arrangements necessary for the protection of utilities and services where ( CONTRACTOR's operations could cause damage or inconvenience to railway, telephone, television, power, oil, gas, water, sewer, irrigation systems, or other utility or service. F B. Locate all utilities that may interfere with or be damaged by the Work. C. Neither OWNER or ENGINEER shall be responsible to CONTRACTOR for damages as a result of the CONTRACTOR's failure to protect utilities encountered in the Work. D. Replace existing utilities or structures removed or damaged by CONTRACTOR during construction, unless otherwise provided for in these Contract Documents. 1.03 NOTICE TO UNDERGROUND UTILITIES LOCATE SERVICE ( A. Oregon law requires CONTRACTOR to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952- 001 -0010 through OAR 952- 001 -0090. CONTRACTOR may obtain copies of the rules by calling the center: 503- 232 -1987. B. See Paragraph 4.04 in SECTION 00700, "GENERAL CONDITIONS," for requirements regarding underground utilities. I • 1.04 PUBLIC ACCESS AND HAUL ROADS A. Comply with all laws and regulations. B. All streets in the construction area used by CONTRACTOR's trucks or any other equipment hauling material to and from the area whether within the Contract limits or adjacent thereto shall be kept clean continuously and shall be serviced by continuous use of sprinkling trucks to control dust. Clean Water Sen•ices Project 6312 Electrical Rooni 5020 Cooling System Replacement 01545 -1 November 15, 2006 Contract Documents Protection of Work and Properh. C. Institute dust and mud control until streets are accepted by the public agency responsible for maintenance or CONTRACTOR is relieved of the responsibility by such agency. D. Sprinkling for dust shall be at the CONTRACTOR's expense. E. Any damage to roadway surfaces from the direct or indirect result of the CONTRACTOR's operation shall be repaired by the CONTRACTOR to the satisfaction of the responsible agency. PART 2 — PRODUCTS (NOT USED) PART 3 — EXECUTION (NOT USED) END OF SECTION 1 Clean %Varer Sen•ices Project 6312 Electrical Roo,n 5020 Cooling System Replacement 01545 - November /5, 2006 Contract Documents Protection of Work and Propertv SECTION 01570 TEMPORARY CONTROLS PART 1— GENERAL 1.01 ENVIRONMENTAL POLLUTION ( A. Maintain all work areas within and outside the project boundaries free from environmental pollution, which would be in violation of any federal, state, or local regulations. 1.02 PROTECTION OF WATERWAYS A. Observe the rules and regulations of the State of Oregon and agencies of the United States Government and local regulatory agencies prohibiting the pollution of stream or river waters by ( the dumping of any refuse, rubbish, or debris therein, or the discharge or drainage of surface water or dewatering water outside water quality parameters established by the agencies. ( B. Notify OWNER and DEQ on release or threatened release of sewage, oil, or other pollutants. C. Emergency Phone Numbers: 1. The following numbers are provided as reference. Verify at Preconstruction Conference. a. Fire, Medical, Other Emergency: 911 b. Reporting Oil and Hazardous Materials Spills: 1) Oregon Emergency Response System: 1- 800 -452 -0311 2) National Response Center: 1- 800 - 424 -8802 c. Washington County Sheriff: 503- 629 -0111 d. Department of Environmental Quality 1- 800 - 452 -4011 1.03 CONSTRUCTION NOISE CONTROL ( A. Conduct all Work as necessary so that no noise emanating from the process or any related tool or equipment will exceed legal noise levels. Use appropriate construction methods and equipment, and furnish and install acoustical barriers as necessary. Equip all internal combustion engines in 1_. vehicles and construction equipment with effective mufflers. 1.04 OIL SPILL PREVENTION AND CONTROL A. Prevent, contain, and cleanup the spilling of oil, fuel, and other petroleum products used in CONTRACTOR' s operations. ( B. Discharge of oil from equipment or facilities into State waters or onto adjacent land is not permitted under State water quality regulations. ( Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01570 -1 November 20, 2006 Contract Documents Temporary Controls C. At a minimum, take the following measures regarding oil spill prevention, containment, and cleanup: 1. All land -based oil and products storage tanks shall be diked or located so as to prevent spills from escaping to the water. Diking and subsoils shall be lined with impervious material to prevent oil from seeping through the ground and dikes. 1.05 AIR POLLUTION CONTROL A. Do not discharge smoke, dust, or other contaminants into the atmosphere that violate the regulations of any legally constituted authority. B. Furnish all labor, equipment, and means required wherever and as often as necessary to prevent � CONTRACTOR's operation from producing dust in amounts damaging to property, cultivated vegetation, or domestic animals, or causing a nuisance to persons living in or occupying buildings in the vicinity. Required dust control measures may include hourly passes with a water truck or fixed sprinkling systems. C. Comply with specific requirements of air quality control laws. D. Perform corrective measures for damage resulting from dust originating from the Work. E. Continue dust abatement measures until relieved of further responsibility by the OWNER. 1.06 CONSTRUCTION CLEANING A. Keep the Site and other areas used in a neat and clean condition, free from any accumulation of rubbish. B. Dispose of rubbish and waste materials and establish regular intervals of collection and disposal. I— C. Keep haul roads free from dirt, rubbish, and unnecessary obstructions. D. Equipment and material storage shall be confined to areas approved by the OWNER. E. Disposal of all rubbish and surplus materials shall be off the site of construction, at the CONTRACTOR's expense, all in accordance with local codes and ordinances governing locations and methods of disposal, and in conformance with all applicable safety laws. 1.07 HAZARDOUS WASTE DISPOSAL A. It is the goal of the OWNER to maintain category "Conditionally Exempt, Small Quantity Generator" regarding generation of Hazardous Waste. The pounds of waste generated by CONTRACTOR during construction activities shall be charged against the CONTRACTOR's EPA ID number and not against the local site EPA ID number. This will require the CONTRACTOR to remove materials that meet Oregon's definition of Hazardous Waste from OWNER's property as frequently as practical. Removal shall be done before consolidation, manifesting, or shipping of the waste, preferably by each workday's end. Recycling or proper disposal of such waste shall be the responsibility of the CONTRACTOR or its agent. Clean Water Services Project 6312 Electrical Roan 5020 Cooling System Replacement 01570 -2 November 20, 2006 1 111 Contract Documents Temporan' Controls PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) ( END OF SECTION • I .. f Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01570 - November 20, 2006 Contract Documents Temporary Controls ( SECTION 01600 PRODUCT REQUIREMENTS PART 1— GENERAL ( 1.01 DEFINITIONS A. Products: ( 1. Only new equipment shall be used in the work unless otherwise specified or supplied by the OWNER. 2. Includes the terms material, equipment, machinery, components, subsystem, system, hardware, software, and terms of similar intent and is not intended to change the meaning • ( of such other terms used in the Contract Documents as those terms are self - explanatory and have well recognized meanings in the construction industry. 1 3. Items identified by manufacturer's product name, including make or model designation, indicated in the manufacturer's published product literature, that is current as of the date of the Contract Documents. ( 1.02 ENVIRONMENTAL REQUIREMENTS • A. Altitude: Provide materials and equipment suitable for installation and operation under rated conditions at approximately 180 feet above sea level. B. Provide equipment and devices installed outdoors or in unheated enclosures capable of continuous operation within an ambient temperature range of 10 degrees F to 105 degrees F, and annual rainfall averaging 40 inches per year. 1.03 PREPARATION FOR SHIPMENT A. When practical, factory - assemble products. Match -mark or tag separate parts and assemblies to facilitate field assembly. Cover machined and unpainted parts that ( may be damaged by the elements with a strippable protective coating. B. Package products to facilitate handling and protect from damage during shipping, 1 handling, and storage. Mark or tag outside of each package or crate to indicate its purchase order number, bill of lading number, contents by name, name of Project and CONTRACTOR, equipment number, and approximate weight. Include 1_. complete packing lists and bills of materials with each shipment. C. Spare Parts, Special Tools, Test Equipment, Expendables, and Maintenance 1 Materials: 1. Furnish as required by the Specifications prior to whichever occurs first: ( a. Starting functional testing. b. Operation of the equipment by the OWNER. ( Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 0/600 - November 15, 2006 Contact Documents Product Requirements c. 75 percent project completion. 2. Properly package to avoid damage, in original cartons insofar as possible. Replace parts damaged or otherwise inoperable. 3. Firmly fix to, and prominently display on, each package: a. Minimum 3 -inch by 6 -inch manila shipping tag with the following information printed clearly: 1) Manufacturer's part description and number. 2) Applicable equipment description. 3) Quantity of parts in package. 4) Equipment manufacturer. 5) Applicable Specification section. 6) Name of CONTRACTOR. 7) Project name. 4. Deliver materials to site. ! 5. Notify ENGINEER and OWNER upon arrival. D. Store in accordance with the manufacturer's recommendations. Protect equipment from exposure to the elements and keep thoroughly dry and dust free at all times. I Protect painted surfaces against impact, abrasion, discoloration, or other damage. Grease or oil all bearings and similar items. E. Request a minimum 7 -day advance notice of shipment from manufacturers. 1.04 DELIVERY AND INSPECTION A. Deliver products in accordance with the accepted current progress schedule and coordinate to avoid conflict with work and conditions at the Site. Deliver anchor bolts and templates sufficiently early to permit setting prior to placement of structural concrete. B. Deliver products in undamaged condition, in manufacturer's original container or 1' packaging, with identifying labels intact and legible. Include on label date of manufacture and shelf life, where applicable. Include UL labels on products so specified. C. Unload products in accordance with manufacturer's instructions for unloading, or as specified. Record the receipt of products at the Site. Inspect for completeness and evidence of damage during shipment. Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01600 -2 November 15, 2006 Contract Documents Product Requirements D. Remove damaged products from the Site and expedite delivery of identical new undamaged products and remedy incomplete or lost products to provide that ( specified, so as not to delay the progress of the work. 1.05 HANDLING, STORAGE, AND PROTECTION A. Handle products in accordance with the manufacturer's written instructions, and in a manner to prevent damage. Store products, upon delivery, in accordance with manufacturer's instructions, with labels intact and legible, in approved storage yards or sheds. Provide manufacturer's recommended maintenance during storage, installation, and until products are accepted for use by OWNER. B. Arrange storage in a manner to provide easy access for inspection. Make periodic inspections of stored products to assure that products are maintained under specified conditions, and free from damage or deterioration. Keep running account ( of products in storage to facilitate inspection and to estimate progress payments for products delivered, but not installed in the Work. C. Store electrical, instrumentation, control products, and equipment with bearings in weather tight structures maintained above 60 degrees F and below 100 degrees F. Protect electrical, instrumentation, control products, and insulation against ( moisture, water, and dust damage. Connect and operate continuously all space heaters furnished in electrical equipment. D. Store fabricated products aboveground, on blocking or skids, and prevent soiling or staining. Store loose granular materials in a well- drained area on solid surfaces to prevent mixing with foreign matter. Cover products that are subject to deterioration with impervious sheet coverings, provide adequate ventilation to avoid condensation. E. Store finished products that are ready for installation in dry and well - ventilated areas. Do not subject to extreme changes in temperature or humidity. F. Hazardous Materials: Prevent contamination of personnel, the storage building, ( and the Site. Meet the requirements of the product specifications, codes, and manufacturer's instructions. ( PART 2 — PRODUCTS 2.01 GENERAL A. Provide manufacturer's standard materials suitable for service conditions unless otherwise specified in the individual Specifications. B. Where product Specifications include a named manufacturer, with or without model number, and also include performance requirements, named manufacturer's products must meet the performance requirements. C. Like items of products furnished and installed in the work shall be end products of one manufacturer and of the same series or family of models to achieve Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01600 -3 November 15, 2006 Contract Documents Product Requirements L standardization for appearance, operation and maintenance, spare parts and replacement, and manufacturer's services and implement same or similar process instrumentation and control functions in same or similar manner. D. Do not use materials and equipment removed from existing premises, except as specifically permitted by the Contract Documents. E. Provide interchangeable components of the same manufacture and for similar components, unless otherwise specified. F. Equipment, Components, Systems, Subsystems: Design and manufacture with due regard for health and safety of operation, maintenance, and accessibility, durability of parts, and shall comply with applicable OSHA, state, and local health and safety regulations. G. Coating materials shall meet federal, state, and local requirements limiting the emission of volatile organic compounds and for worker exposure. H. Provide materials and equipment listed by UL or other Oregon State approved testing. I. Equipment Finish: 1. Provide manufacturer's standard finish and color, except where specific finish or color is indicated. 2. If manufacturer has no standard color, provide equipment with ANSI No. 61, light gray color. J. Special Tools and Accessories: Furnish to OWNER, upon acceptance of equipment, all accessories required to place each item of equipment in full operation. These accessory items include, but are not limited to, adequate oil and t _ : grease (as required for first lubrication of equipment after field testing), light bulbs, fuses, hydrant wrenches, valve keys, handwheels, chain operators, special tools, and other spare parts as required for maintenance. K. Lubricant: Provide initial lubricant recommended by equipment manufacturer in sufficient quantity to fill lubricant reservoirs and to replace consumption during testing, start up, and operation until final acceptance by OWNER. 2.02 FABRICATION AND MANUFACTURE A. Manufacture parts to U.S.A. standard sizes and gauges. B. Two or more items of the same type shall be identical, by the same manufacturer, and interchangeable. C. Design structural members for anticipated shock and vibratory loads. D. Modify standard products as necessary to meet Specifications. Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01600 -4 November 15, 2006 Contract Documents Product Requirements 2.03 LUBRICATION ( A. Require no more than weekly attention during continuous operation. B. Convenient and accessible. Oil drains with bronze or stainless steel valves and fill { plugs easily accessible from the normal operating area or platform. Locate drains to allow convenient collection of oil during oil changes without removing equipment from its installed position. { C. Provide constant -level oilers or oil level indicators for oil lubrication systems. D. For grease type bearings, which are not easily accessible, provide and install stainless steel tubing; protect aiid extend tubing to convenient location with suitable grease fitting. { 2.04 FLANGES AND PIPE THREADS A. Flanges on equipment and appurtenances: ANSI B16.1, Class 125 or B16.5 Class 150, unless otherwise specified. B. Pipe threads on equipment and appurtenances: ANSI/ASME B1.20.1, unless { otherwise specified. 2.05 COUPLINGS (— A. Flexible Couplings: 1. Provide between driver and driven equipment, unless otherwise specified. 2. Use equipment manufacturer's recommendation. 3. Size and type: Suitable for specific application. B. Universal: Needle bearing type with grease fittings. { 2.06 SHAFTING A. General: { 1. Continuous between bearings. 2. Sized to transmit power required including service factors. 3. Keyways: Accurately cut parallel with shaft centerline. 1 4. Unless otherwise specified or justified by calculations, shafting shall not be turned down at ends to accommodate bearings or sprockets with bores less than the diameter of the shaft. { 5. Turned and polished, straight and true. B. Materials: Clean Water Services Project 6312 Electrical ROOM 5020 Cooling System Replacement 01600 - November 15, 2006 Contract Documents Product Requirements 1 . L 1. Appropriate for type of service and torque transmitted. 2. Suitable for environmental elements present such as corrosive gases, moisture, and fluids. 3. Low carbon cold - rolled steel: ASTM A108, Grade 1018. 4. Medium carbon cold - rolled steel: ASTM A108, Grade 1045. 5. Corrosion- resistant: Stainless steel or Monel, whichever is most suitable for intended service. 2.07 BEARINGS A. Conform to AFBMA and ABMA standards. B. L -10 Design Life: 20,000 hours, unless otherwise specified. 2.08 GEARS AND GEAR DRIVES A. Helical or spiral -bevel type, unless otherwise specified. B. Designed and manufactured in accordance with AGMA Standards, with a service factor not less than 1.7 and an efficiency not Less than 94 percent. C. Speed Reducers and Increasers: 1. Enclosed, fully sealed type, with breather. 2. Oil or grease lubricated. Provide oil level glass. 3. Casing: Cast iron or heavy duty steel with inspection covers. D. Input and output shafts: Designed for intended service and load requirements. 2.09 DRIVE CHAINS A. Commercial roller type in accordance with ANSI Standards. B. Provide idler sprocket in every chain drive arrangement to take up slack. C. Provide a least one master link with each length of chain. D. Suitable for intended service with consideration of environmental elements and service factors. 2.10 SPROCKETS A. Accurately machined to ANSI Standards. B. Deep hardness penetration in tooth sections. Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01600 - November 15, 2006 Contract Documents Product Requirements 2.11 BELT DRIVES A. Sheaves: 1. Machined from the finest quality cast iron. 2. Statically and dynamically balanced. B. Provide adjustable motor bases to adjust belt tension. 2.12 DRIVE GUARDS • ( A. Provide safety guards for power transmission, prime movers, machines, shaft extensions, couplings, fan blades, and moving machine parts in conformance with State laws and OSHA Standards. B. Cover rotating parts on all sides. C. Design for easy installation and removal. D. Materials: ( 1. Thickness: Not less than 16 gauge. 2. Expanded, flattened steel or sheet steel with smooth edges and corners. Galvanized after fabrication. 3. Fasteners and Accessories: Stainless or galvanized steel. 2.13 FLEXIBLE CONNECTORS A. Provide flexible connectors in piping connections to engines, blowers, 1° compressors, and other vibrating equipment. 2.14 INSULATING CONNECTORS A. Provide insulating connectors where dissimilar materials are connected, using insulating bushings, unions, couplings, or flanges as appropriate. 2:15 ANCHOR BOLTS ( -: A. Equipment suppliers shall furnish suitable anchor bolts for each item of equipment and templates or setting drawings for use during concrete placement. B. Length, unless otherwise specified: Not less than required embedment length plus sleeve length, if any, plus 1 -1/2 inches of grout plus base plate and soleplate thicknesses plus sufficient length for at least two threads over nut. C. Material, unless otherwise specified: Stainless steel. Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01600 - November 15, 2006 Contract Documents Product Requirements 2.16 LIFTING LUGS A. Provide lifting lugs for equipment, or portions of equipment, weighing over 80 pounds. PART 3 — EXECUTION 3.01 INSPECTION A. Inspect materials and equipment for sibs of pitting, rust decay, or other deleterious effects of storage. Do not install materials or equipment showing such effects. Remove damaged material or equipment from the Site and expedite delivery of identical new material or equipment. Delays to the Work resulting from materials or equipment damage, which necessitates procurements of new products, will be considered delays within CONTRACTOR's control. 3.02 INSTALLATION A. Drawings show general locations of equipment, devices, and raceways, unless specifically dimensioned. B. No shimming between machined surfaces is allowed. C. Install work in accordance with NECA Standard of Installation, unless otherwise specified. r - D. Install and apply assembled components in accordance with original component manufacturer's written instructions. E. Repaint painted surfaces that are damaged prior to equipment installation and acceptance by the OWNER. F. Handle, install, connect, clean, condition, operate, and adjust products in accordance with manufacturer's instructions and as may be specified. Retain a copy of manufacturers' instruction at site, available for review at all times. G. For material and equipment specifically indicated or specified to be reused in the work: 1. Use special care in removal, handling, storage, and reinstallation to assure proper function in the completed work. 2. Arrange for transportation, storage, and handling of products that require off -site storage, restoration, or renovation. Include costs for such work in the Contract Price. 3.03 FIELD TESTING A. In accordance with SECTION 01650, "FACILITY START -UP AND TESTING," and individual specification sections. Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01600 -8 November 15, 2006 Contract Documents Product Requirements 3.04 ADJUSTMENT AND CLEANING A. Perform required adjustments, tests, operation checks, and other start up activities. 3.05 LUBRICANTS A. Fill lubricant reservoirs and replace consumption during testing, start up, and operation prior to acceptance of equipment by OWNER. END OF SECTION ( I- I Cleat Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01600 - November 15, 2006 Contact Documents Product Requirements • SECTION 01640 MANUFACTURERS' SERVICES PART 1— GENERAL I ' 1.01 DEFINITIONS A. Person -Day: One person for 8 hours, at the project site, within regular CONTRACTOR working hours. 1.02 SUBMITTALS A. Training Schedule: Submit not less than 20 days prior to start -up of equipment and revise as necessary for acceptance. B. Quality Control Submittals: 1. When specified in the individual Specifications, submit: a. Qualifications of manufacturer's representative performing specified services. b. Manufacturer's Certificate of Proper Installation: On Form 01640 (included in SECTION 01999, "FORMS "). 1.03 QUALIFICATION OF MANUFACTURER'S REPRESENTATIVE A. Authorized representative of the manufacturer, factory trained, and experienced in the technical applications, installation, operation, and maintenance of respective equipment, subsystem, or system. Additional qualifications may be specified elsewhere. 1.04 FULFILLMENT OF SPECIFIED MINIMUM SERVICES A. Where manufacturers' services are specified, furnish manufacturer's qualified representative. Where time is necessary in excess of that stated in the Specifications for manufacturer's services, additional time required to perform the specified services shall be considered incidental work. B. Schedule manufacturer's services to avoid conflicting with other on -site testing or other manufacturer's on -site services. C. If specified, manufacturer's on -site services shall include as a minimum: I—: 1. Inspection, checking, and adjustment as required for product (system, subsystem, or component) to function as warranted by manufacturer and necessary to furnish written approval of installation. 2. Revisiting the site as required to correct problems and until installation and operation are acceptable to ENGINEER and OWNER. Clean Water Services Project No. 6312 Electrical Room 5020 Cooling System Replacement 01640 -1 November 20, 2006 Contract Documents Manufacturers' Services 3. Assistance during functional and performance testing and start -up demonstration, and until product acceptance by the OWNER. 4. Training of OWNER's personnel in the operation and maintenance of respective product as required. 5. Completion of Manufacturer's Certificate of Proper Installation (Form 01640) with applicable certificates for proper installation and initial, interim, and final test or service. 1.05 TRAINING SCHEDULE A. List specified equipment and systems with respective manufacturers that require training services or manufacturers' representatives and show: 1. Estimated dates for installation completion. 2. Estimated dates for start-up testing. 3. Estimated training dates to allow for multiple sessions when several shifts are involved. B. Adjust training schedule to ensure training of appropriate personnel as deemed necessary by OWNER. 1.06 TRAINING OWNER'S PERSONNEL A. Furnish trained, articulate personnel to coordinate and expedite training, to be present during training coordination meetings with OWNER, and familiar with operation and maintenance manual information specified in SECTION 01785, "OPERATION AND MAINTENANCE DATA." B. Furnish manufacturers' representatives for detailed classroom and hands -on training to OWNER's personnel on operation and maintenance of specified product (system, subsystem, component) and as may be required in applicable Specifications. 1. All training sessions for OWNER's personnel shall be scheduled to take place on a date and time coordinated with OWNER. 2. Provide one training session for operators. Operations training sessions shall follow the outline listed below. GENERAL OUTLINE FOR MANUFACTURER PRESENTATIONS 1. Familiarization: a. Show catalog, parts lists, drawings, etc., in the plant files and Operation and Maintenance Manuals. b. Check out the installation of the specific equipment items. Clean Water Sen rtes Project No. 6312 Electrical R00117 5020 Cooling System Replacement 01640 -2 November 20, 2006 Contract Documents Mmmfacturers' Sen•ices c. Demonstrate the unit and show that all parts of the Specifications are met. d. Answer questions. 2. Safety: a. Point out safety references. b. Discuss proper precautions around equipment. 3. Operation: { a. Point out reference literature. b. Explain all modes of operation (including emergency). c. Check out OWNER's personnel on proper use of the equipment (let them do it). 4. Preventive Maintenance (PM): a. Pass out PM list including: 1) Reference material. 2) Daily, weekly, monthly, quarterly, semi - annual, and annual jobs. b. Show how to perform PM jobs. c. Show OWNER's personnel what to look for as indicators of equipment problems. 5. Corrective Maintenance: a. List possible problems. b. Discuss repairs — point out special problems. c. Open up equipment and demonstrate procedures, where practical. 6. Parts: a. Show how to use parts list and order parts. b. Check over spare parts on hand. Make recommendations. Clean Water Services Project No. 63/2 Electrical Room 5020 Cooling System Replacement 01640 -3 November 20, 2006 Contract Documents Manufacturers' Services 7. Local Representatives: a. Where to Order Parts: name, address, and telephone. b. Service Problems: 1) Who to call. 2) How to get emergency help. PART 2 — PRODUCTS (NOT USED) PART 3 — EXECUTION (NOT USED) END OF SECTION 1 [- Clean Water Services Project No 63/2 Electrical Room 5020 Cooling System Replacement 01640 -4 November 20, 2006 Contract Documents Manufacturers' Services SECTION 01650 FACILITY START -UP AND TESTING PART 1— GENERAL 1.01 DESCRIPTION A. This section specifies the testing and commissioning of the Work, in addition to requirements I listed in specific equipment specification sections. B. Services to be provided by manufacturer's representatives with respect to installation, testing, I commissioning, and training are specified in SECTION 01640, "MANUFACTURERS' SERVICES." 1.02 CONFLICTS WITH MANUFACTURER'S INSTALLATION RECOMMENDATIONS A. All mechanical, electrical, and instrumentation equipment provided under this Contract shall be I installed in conformity with the details shown and specified and with the manufacturer's requirements. Should a manufacturer's installation recommendation conflict with specific requirements of the Contract Documents, the CONTRACTOR shall bring the matter to the attention of the ENGINEER. Any costs incurred by the CONTRACTOR through failure to I timely notify the ENGINEER of a difference between the Contract Documents and manufacturer's installation requirements shall be borne by the CONTRACTOR. I 1.03 TESTING A. All equipment supplied in this Contract shall be tested and inspected to prove compliance with I the requirements of the Contract Documents. Unless otherwise specified, all costs of testing, s. including temporary facilities and connections shall be borne by the CONTRACTOR. F--=' B. Installed equipment tests for heating, ventilation, and air conditioning systems shall be as specified in DIVISION 15, "MECHANICAL." C. No tests specified herein shall be applied until the item to be tested has been inspected and I approval given for the application of such test. Tests and inspection shall include: 1. Delivery acceptance test and inspections. I 2. Installed tests and inspections. I_ D. Tests and inspections, unless otherwise specified or accepted, shall be in accordance with the recognized standards of the industry. Coordinate scheduling and performance of tests with subcontractors and suppliers. 1.04 DELIVERY ACCEPTANCE TESTS AND INSPECTIONS A. The form of evidence of satisfactory fulfillment of delivery acceptance test and inspection I requirements shall be, at the discretion of the ENGINEER, either by tests and inspections carried out in his presence or by certificates or reports of tests and inspections carried out by approved persons or organizations. The CONTRACTOR shall provide and use forms, which include all I Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01650 -1 November, 2006 Contract Documents Facility Start -Up and Testing 1 test information including specified operational parameters. The forms used shall be acceptable in content to the ENGINEER. B. The delivery acceptance tests and inspections shall be at the CONTRACTOR's expense for any equipment specified in these Contract Documents and shall include the following: 1. Inspection of all items delivered to the site or to any authorized place of storage in order that the ENGINEER may be satisfied that such items are of the specified quality and workmanship and are in good order and condition at the time of delivery. The CONTRACTOR shall be prepared to remove all coverings, containers, or crates to permit the ENGINEER to conduct his inspection. Should the ENGINEER find, in his opinion, indication of damage or deficient quality of workmanship, the CONTRACTOR shall provide the necessary documentation or conduct such tests deemed necessary by the ENGINEER to demonstrate compliance. 1.05 INSTALLED TESTS AND INSPECTIONS A. General: All equipment shall be tested by the CONTRACTOR to the satisfaction of the ENGINEER before any facility is put into operation and determined to be substantially complete. Tests shall be as specified herein and shall be made to determine whether the equipment has been properly assembled, aligned, and adjusted and connected. Any changes, adjustments, or replacements required to make the equipment operate as specified shall be carried out by the CONTRACTOR as part of the Work. B. Procedures: f -- 1. Thirty days prior to the testing of a particular piece of equipment or facility, the CONTRACTOR shall submit to the ENGINEER details of the installed tests and inspection procedures CONTRACTOR proposes to adopt for testing and start-up of all equipment to be operated singly and together. 2. The procedures shall be divided into three distinct stages: preoperational checkout, start -up test, and operational test. Testing procedures shall be designed to duplicate, as nearly as possible, all conditions of operation and shall be carefully selected to ensure that the equipment is not damaged. Once the testing procedures have been reviewed by the ENGINEER, the CONTRACTOR shall produce checkout, alignment, adjustment, and calibration signoff forms for each item of equipment to be used in the field by the CONTRACTOR and the ENGINEER jointly to ensure that each item of electrical, mechanical, and instrumentation equipment has been properly installed and tested. 3. Preoperational Checkout: The installed tests and inspection procedures shall incorporate all requirements of these Specifications and shall proceed in a logical, step -wise sequence to ensure that all equipment has been properly serviced, aligned, connected, calibrated, and adjusted prior to operation. 4. Prior to energization, all loops and associated instruments shall be tested and calibrated. 5. Alignment of equipment. 6. Preoperational lubrication. Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01650 -2 November, 2006 Contract Documents Facility Stain -Up and Testing 7. Manufacturer's Certificate of Proper Installation (Form 01640, included in SECTION 01999, "FORMS ") duly executed. C. Equipment Start-Up Tests: 1. Once all affected equipment has been subjected to the required preoperational checkout procedures and the ENGINEER has witnessed and has not found deficiencies in that portion of the work, individual systems may be started and operated under simulated operating conditions to determine as nearly as possible whether the equipment and systems meet the requirements of these Specifications. 2. If under test, should any portion of the work fail to fulfill the Contract requirements and is adjusted, altered, renewed, or replaced, tests on that portion when so adjusted, altered, removed, or replaced, together with all other portions of the work as arc affected thereby, shall be repeated within reasonable time and in accordance with the specified conditions. The CONTRACTOR shall pay to the OWNER all reasonable expenses incurred by the OWNER as a result of repeating such tests. 3. Once simulated operation has been completed, all machines shall be rechecked for proper alignment, realigned, if necessary, and doweled in place. All equipment shall be checked for loose connections, unusual movement, or other indication of improper operating characteristics. Any deficiencies shall be corrected to the satisfaction of the ENGINEER. All equipment that exhibits unusual or unacceptable operating characteristics shall be disassembled and inspected. They shall then be repaired or removed from the site and replaced at no cost to the OWNER. 4. Test results shall be within the tolerances set forth in the detailed Specification sections of this Contract Document. If no tolerances have been specified, test results shall conform to tolerances established by recognized industry practice. 5. Unless otherwise specified or approved by the OWNER, the CONTRACTOR shall provide ( - at no expense to the OWNER, all labor and work required to complete all tests and inspection specified herein. D. Facility Operational Testing: 1. End -to -end testing must be complete prior to facility operational testing. 2. After completion of all installed testing and certification by the ENGINEER that all equipment complies with the requirements of the Specifications, the CONTRACTOR shall perform the operational testing. I_. 3. After completion of all performance testing and certification by the ENGINEER that all equipment complies with the requirements of the Specifications, the CONTRACTOR shall fill all process units and process systems, except those employing domestic water, oil, air, or chemicals, with plant effluent water. 4. The operational testing period shall commence after this initial period of variable operation. Should the operational testing period be halted for any reason related to the facilities constructed or the equipment furnished under this Contract, or the Clean Water Services Project 6312 Electrical R00171 5020 Cooling System Replacement 0/650 -3 November, 2006 Contract Documents Facility Start -Up and Testing CONTRACTOR's temporary testing systems, the operational testing program shall be repeated until the specified continuous period has been accomplished without interruption. 5. All process units shall be brought to full operating conditions, including temperature, pressure, and flow. 1.06 COMMISSIONING A. After completion of all equipment start -up and facility operational testing specified herein and certification by the manufacturer that the systems did meet all performance requirements, and approval of the test results by the ENGINEER, commissioning shall begin the OWNER's operations and maintenance personnel will be responsible for the operation of the facility. The facility shall be fully operational, accepting all normal flow called for in design and performing all functions as designed. B. The CONTRACTOR shall be available at all times during commissioning periods to provide immediate assistance in case of failure of any portion of the system being tested. C. During the commissioning period, the OWNER shall be responsible for all normal operational costs and the CONTRACTOR shall bear the costs of all necessary repairs or replacements, including labor and materials, required to keep the portion of the facility being commissioned operational. , D. The commissioning period for each facility or portion thereof shall be no less than 1 week. E. At the end of the commissioning period and when all corrections required by the ENGINEER to assure a reliable and completely operational facility are complete, the CONTRACTOR may request that the ENGINEER issue a Certificate of Substantial Completion for the applicable portion of work. r PART 2 — PRODUCTS 2.01 MATERIALS A. Gauges, Meters, Recorders, and Monitors: Gauges, meters, recorders, and monitors shall be provided by the CONTRACTOR as required by the ENGINEER to supplement or augment the instrumentation system provided under this Contract to properly demonstrate that all equipment fully satisfies the requirements of this Contract Document. All devices employed for the purpose of measuring the performance of the facility's equipment and systems shall specifically be selected to be consistent with the variable being monitored. All instruments shall be recently calibrated and the CONTRACTOR shall be prepared at all times to demonstrate, through recalibration, the accuracy of all instruments employed for testing purposes. Calibration procedures shall be in accordance with applicable standards of ASTM, ISA, and IEEE. The ( -- adequacy of all gauges, meters, recorders, and monitors shall be subject to review of the ENGINEER. 2.02 RECORDS A. The CONTRACTOR shall provide signoff forms for all installed and operational testing to be accomplished under this Contract. Signoff forms shall be provided for each item of mechanical, electrical, and instrumentation equipment provided or installed under this Contract and shall Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01650 -4 November, 2006 Contract Documents Facility Start -Up and Testing 1 • contain provisions for recording relevant performance data for original testing and not less than three retests. Separate Sections shall be provided to record values for the preoperational 1 checkout, initials, or representatives of the equipment manufacturers, the CONTRACTOR, and the ENGINEER. B. The CONTRACTOR shall maintain a master file of all equipment signoff sheets, which shall be available for inspection by the ENGINEER. Upon completion of testing, the CONTRACTOR shall furnish the ENGINEER with the original and two copies of the signoff sheet for each equipment item. PART 3 — EXECUTION 3.01 INSTALLATION A. Specialists properly skilled in the trades and profession required to assure first -class 1 workmanship shall install all equipment and apparatus used in testing. Where required by the Specifications, the CONTRACTOR shall cause the installation of specific equipment testing items to be accomplished under the supervision of factory- trained installation specialists 1 furnished by the equipment manufacturers. The CONTRACTOR shall be prepared to document the skills and training of all workmen engaged in the installation of all testing equipment furnished either by the CONTRACTOR or the OWNER. 3.02 TESTING A. Testing shall proceed on a step -by -step basis in accordance with the CONTRACTOR's written testing procedures. The CONTRACTOR's testing work shall be accomplished by a skilled team of specialists under the direction of a coordinator whose sole responsibility shall be the orderly, systematic testing of all equipment, systems, structures, and the complete facility as a unit. Each ► individual step in the procedures shall be witnessed by a representative of the ENGINEER. B. During the plant operational testing period, all equipment and systems in operation shall be operated to the greatest extent practicable, at conditions that represent the full range of operating parameters as defined by this Contract Document. END OF SECTION • Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01650 - November. 2006 Contract Documents Facility Start -Up and Testing 1 • ( ( SECTION 01720 RECORD DRAWINGS PART 1— GENERAL 1.01 GENERAL A. Record Drawings refer to those documents maintained and annotated by the CONTRACTOR during construction and are defined as: 1. A neatly and legibly - marked set of Contract Drawings showing the final as -built location and size of piping, equipment, electrical conduits, outlet boxes, cables, panels, and any other major elements of the work. ( 2. Additional as -built documentation, such as schedules, lists, drawings, standard details, and electrical and instrumentation diagrams included in the Contract Documents or Shop Drawings. ( 3. CONTRACTOR as -built layout and installation drawings. f B. Unless otherwise specified, Record Drawings shall be full size and maintained in a clean, dry, and legible condition. Record documents shall not be used for construction purposes and shall be available for review by the ENGINEER during normal working hours at the CONTRACTOR's r field office. At the completion of the work, prior to final payment, completed Record Drawings shall be submitted to the ENGINEER. The CONTRACTOR is responsible for submission of the completed Record Drawing set for all portions of the work including those portions performed by Subcontractors. The Record Drawing submitted will be rejected unless all Contract Drawings and all disciplines are included. Submit original with color markup as described below. C. Marking of the Drawings shall be kept current and shall be done at the time the material and equipment is installed. Changes shall be made to the Record Drawing when items are installed 0.25 feet horizontal or 0.1 feet vertically or more from the location designated on the Contract ( Drawings. Annotations to the record documents shall be made with an erasable colored pen or pencil conforming to the following color code: ( 1. Additions /Modifications: Red. 2. Deletions: Green. (—= 3. Comments: Black. ( D. Legibly mark to record actual depths and slopes, horizontal and vertical location of underground raceways, cables, and appurtenances referenced to permanent surface improvements. Cleat Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01720 - November 2006 Contract Documents Record Drawings E. The CONTRACTOR's Record Drawings will be reviewed monthly by the ENGINEER for completeness prior to recommending approval of the CONTRACTOR's request for payment. If the Record Drawings do not reflect the Work performed, a portion of the payment for that item of Work will be withheld from the progress estimate. F. CONTRACTOR shall review electrical, instrumentation, and control shop drawings to conform to final installed conditions and submit to ENGINEER for approval as record drawings. Final electrical, instrumentation, and control record drawings shall be submitted in paper form, and electronic format. Two electronic versions shall be provided, one in AutoCAD and one in Adobe Systems portable document format (PDF). PDF documents shall be viewable with Adobe Reader version 5.0 or later. The PDF documents shall be produced using the postscript printer driver engine within Adobe Acrobat 5.0 or later. Documents shall not be scanned. PART 2 — PRODUCTS (NOT USED) PART 3 — EXECUTION (NOT USED) END OF SECTION r Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01720 -2 November 2006 Connect Documents Record Drawings SECTION 01770 CLOSEOUT PROCEDURES PART 1— GENERAL 1.01 SUBSTANTIAL COMPLETION A. When CONTRACTOR considers all Work under this Contract to be substantially complete, CONTRACTOR to follow procedures in SECTION 00700, "GENERAL CONDITIONS," Paragraph 14.04. B. CONTRACTOR shall complete all the Work within the time designated in the Agreement unless modified by Change Order or the Certificate of Substantial Completion. C. Should the OWNER or ENGINEER consider that Work is not Substantially Complete: 1. ENGINEER shall notify the CONTRACTOR in writing stating reasons thereof. 2. CONTRACTOR shall complete Work and send subsequent written notice(s) to OWNER and ENGINEER certifying that Work or designated portion of Work is Substantially Complete. D. CONTRACTOR shall submit all warranty certificates at the time of application for Substantial Completion. The guarantee and warranty periods begin with the date of Final Acceptance. However, in connection with any specific equipment certified by the OWNER as completed and its use or operation thereof for its intended purpose is assumed by the OWNER, the warranty period for such equipment shall begin with the beginning date of such use or operation. 1.02 FINAL CLEANING A. Final Cleaning of Structures: 1. In preparation for Substantial Completion or occupancy, conduct final inspection of sight - exposed interior and exterior surfaces, and of concealed spaces. 2. Remove grease, dust, dirt, stains, labels, fingerprints, and other foreign materials, from sight- exposed interior and exterior finished surfaces; polish surfaces so designated to shine finish. 3. Repair, patch, and touch up marred surfaces to specified finish, to match adjacent surfaces. 4. Broom clean paved surfaces; rake clean other surfaces of grounds. 5. Maintain cleaning until Work is complete. B. General Cleanup: 1. Before Final Acceptance, the CONTRACTOR shall remove and obliterate, insofar as feasible, all objects or disturbances of the ground that mar the landscape and were caused by CONTRACTOR'S operations, whether or not part of the improvement. Clean Waver Services 276 -1705- 005 (04/2020) Electrical Room 5020 Cooling System Replacement 01770 -1 November 15, 2006 Contract Documents Closeout Procedures 2. Rubbish, excess materials, temporary strictures, and discarded equipment shall be removed and disposed of daily. 3. Fill holes and grade to smooth land contours. Shape ends of cuts and fills to fit adjacent ten 4. Hand rake disturbed areas to remove loose objects including rock and clods in excess of 2 inches in any dimension. 5. Sweep pavement, sidewalks, and driveways. 1.03 FINAL INSPECTION A. Final inspection shall be conducted in accordance with SECTION 00700, "GENERAL CONDITIONS," Paragraph 14.06. 1.04 FINAL PAYMENT A. Submit final pay request to OWNER in accordance with SECTION 00700, "GENERAL CONDITIONS," Paragraph 14.07. PART 2 — PRODUCTS (NOT USED) PART 3 — EXECUTION (NOT USED) r END OF SECTION 1 r Clean Water Sen•tces 276 -1705 -005 (04/2020) Electrical Room 5020 Cooling System Replacement 01770 -2 November 15, 2006 Contract Documents Closeout Procedures SECTION 01785 OPERATION AND MAINTENANCE DATA PART 1— GENERAL 1.01 QUALITY ASSURANCE A. Equipment manufacturer or system supplier shall prepare manuals for equipment and systems. 1.02 SEQUENCE A. Preliminary Manuals: Submit prior to shipment date for equipment, system, subsystem, or component. Preliminary manuals for all major equipment shall be submitted prior to 50 percent completion of the Progress Schedule. Include copy of warranties, bonds, and service agreements. B. Final Manuals: Submit not less than 10 days prior to placing the equipment or system in service. 1.03 GENERAL A. Furnish for each item of equipment or system as specified in the individual Specification sections. B. Manual Format: 1. Size: 8 -1/2 inches by 11 inches. • 2. Paper: 20 -pound minimum, white for typed pages. 3. Text: Manufacturer's printed data, or neatly typewritten. 4. Three -hole punch data for binding and composition; arrange printing so that punched holes do not obliterate data. 5. Provide fly -leaf for each separate product, or each piece of operating equipment, with typed name of equipment, equipment number(s), specification section number(s), and manufacturer(s) name(s) and provide with heavy section dividers with numbered plastic index tabs for major components. 6. Provide each manual with title page, and typed table of contents with consecutive page numbers. Place contents of entire set, identified by volume number, in each binder. 7. Cover: Identify each volume with typed or printed title "OPERATION AND MAINTENANCE MANUAL, VOLUME NO. OF ", if applicable, and list: a. Project title. b. Designate the system or equipment for which it is intended. c. Identity of separate structure as applicable. d. Identity of general subject matter covered in manual. Identity of equipment number and Specification section. Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01785-1 November 20, 2006 Contract Documents Operation and Maintenance Data 8. Assemble and bind material in same order as specified, as much as possible. 9. Material shall be suitable for reproduction, with quality equal to original. Photocopying of material will be acceptable, except for material containing photographs or detailed graphics. 10. Binders: a. Preliminary Manuals: Heavy paper covers. b. Final Manuals: Commercial quality, substantial, permanent, three -ring slant "D" style binders with durable, cleanable, plastic covers. 11. Table of contents neatly typewritten, arranged in a systematic order: a. CONTRACTOR, name of responsible principal, address, and telephone number. b. List of each product required to be included, indexed to content of each volume. c. List with each product the name, address, and telephone number of subcontractor, supplier, installer, and maintenance contractor, as appropriate: 1) Identify area of responsibility of each. (� 2) Provide local source of supply for parts and replacement. d. Identify each product by product name and other identifying numbers or symbols as set forth in Contract Documents. 12. Product Data: a. Include only those sheets that are pertinent to specific product. b. Clearly annotate each sheet to: 1) Identify specific product or part installed. 2) Identify data applicable to installation. 3) Delete references to inapplicable information. 13. Drawings: a. Supplement product data with Drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems. 2) Control and flow diagrams. 3) Coordinate Drawings with project record documents to assure correct illustration of completed installation. Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01785 -2 November 20, 2006 Contract Documents Operation and Maintenmice Data 4) Do not use project record documents as maintenance manual drawings. 5) Provide reinforced three -hole punched binder envelope, bind in with text. 6) Reduced to 8 -1/2 inches by 11 inches, or I1 inches by 17 inches folded to 8 -1/2 inches by 11 inches. 7) Where reduction is impractical, fold and place in 8 -1/2 inch by 11 inch envelopes bound in text. 8) Identify Specification Section and product on Drawings and envelopes. 1 14. Instructions and Procedures: Within text as required to supplement product data. a. Handling, storage, maintenance during storage, assembly, erection, installation, adjusting, testing, operating, shutdown in emergency, troubleshooting, maintenance, interface, and as may otherwise be required. b. Organize in a consistent format under separate heading for each different procedure. c. Provide a logical sequence of instructions for each procedure. d. Provide information sheet for OWNER's personnel, including: 1) Proper procedures in the event of failure. 2) Instances that might affect the validity of warranties or bonds. 15. Warranties, Bonds, and Service Agreements: In accordance with SECTION 01770, "CLOSEOUT PROCEDURES." 1.04 SUBMITTALS A. Preliminary Manuals: 1. Submit four copies for ENGINEER's review. 2. Disposition and Distribution: In accordance with SECTION 01330, "SUBMITTAL PROCEDURES." 3. ENGINEER's review will be based on the Operations and Maintenance Review Checklist form in SECTION 01999, "FORMS." B. Final Manuals: Submit four copies of the Final Manual. C. Electronic Copy: Enclose one electronic copy of O &M Manual in each hard -copy version. Electronic documentation shall be provided on standard CD -ROM media capable of being read by standard PC CD -ROM drives. All documents shall be provided in Adobe Systems portable document format (PDF). The resulting documents shall be viewable with Adobe Reader version 5.0 or later. The PDF documents shall be produced using the postscript printer driver engine within Adobe Acrobat 5.0 or later. Documents shall not be scanned unless no electronic Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01785 -3 November 20, 2006 Contact Documents Operation and Maintenance Data 1 form of the document exists. In such cases and with approval of the OWNER, the document shall be scanned in color, at 100 percent image scaling and a resolution of 300 dpi. All PDF files shall be text captured, image with hidden text, optimized, searchable, and indexable using the Adobe Acrobat Catalog engine. 1.05 MANUALS FOR EQUIPMENT AND SYSTEMS A. Content for Each Unit (or Common Units) and System: 1. Description of unit and component parts including controls, accessories, and appurtenances: a. Function, normal operating characteristics, and limiting conditions. b. Performance curves, engineering data, nameplate data, and factory and field tests. c. Complete nomenclature and commercial number of replaceable parts. 2. Operating Procedures: a. Start-up, break -in, routine, and normal operating instructions. b. Test procedures and results of factory tests where required. c. Regulation, control, stopping, and emergency instructions. d. Description of operation sequence by control manufacturer. e. Shutdown instructions for both short and extended durations. f. Summer and winter operating instructions, as applicable. g. Safety precautions. r h. Special operating instructions. i. Installation instructions. 3. Maintenance and Overhaul Procedures: a. Routine operations. b. Guide to troubleshooting. r. c. Disassembly, removal, repair, reinstallation, and reassembly. 4. Installation Instructions: Including alignment, adjusting, calibrating, and checking. 5. Original manufacturer's parts list, illustrations, detailed assembly drawings showing each part with part numbers and sequentially numbered parts list, and diagrams required for maintenance. Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01785 -4 November 20, 2006 Contract Doctanents Operation and Maintenance Data 6. Maintenance Summary Form in SECTION 01999, "FORMS." 7. Spare parts ordering instructions and list of recommended spare parts. 8. Where applicable, identify installed spares and other provisions for future work (e.g., reserved panel space, unused components, wiring, terminals). 9. Manufacturer's printed operating and maintenance instructions. 10. As- installed, color -coded piping diagrams. 11. Charts of valve tag numbers, with location and function of each valve. B. Content for Each Electric or Electronic Item or System: 1. Description of Unit and Component Parts: a. Function, normal operating characteristics, and limiting conditions. b. Performance curves, engineering data, nameplate data, and tests. c. Complete nomenclature and commercial number of replaceable parts. I" d. Interconnection wiring diagrams, including all control and lighting systems. 2. Circuit Directories of Panelboards: a. Electrical service. b. Controls. c. Communications. 3. List of electrical relay settings, and control and alarm contact settings. 4. Electrical interconnection wiring diagram, including control and lighting systems. 5. As- installed control diagrams by control manufacturer. 6. Operating Procedures: a. Routine and normal operating instructions. b. Sequences required. c. Safety precautions. d. Special operating instructions. Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01785 -5 November 20, 2006 Contract Documents Operation and Maintenance Data 7. Maintenance Procedures. a. Routine operations. b. Guide to troubleshooting. c. Adjustment and checking. d. List of relay settings, and control and alarm contact settings. 8. Manufacturer's printed operating and maintenance instructions. 9. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage. C. Detailed Master List: 1. Provide a detailed master list as a separate section within the Operating and Maintenance Manual. 2. Subdivide sections into the following categories: a. Equipment with spare parts list with current prices. b. Recommended equipment expendables to be on hand. c. Recommended test equipment. r d. Miscellaneous loose items that have relevant importance. D. Software Manuals: Provide hard copies of all software manuals and program listings associated with equipment to be provided in the process instrumentation and control system. PART 2 — PRODUCTS (NOT USED) PART 3 — EXECUTION (NOT USED) END OF SECTION Clean Water Services Project 6312 Electrical R00171 5020 Cooling System Replacement 01785-6 November 20. 2006 Contract Documents Operation and Maintenance Data I SECTION 01999 FORMS PART 1— GENERAL 1 1.01 FORMAT A. Electronic Versions: ENGINEER will provide, upon request, all forms in Microsoft 1 - Word 2000® format for CONTRACTOR's use on this Project. B. Forms with project specific information will be issued to CONTRACTOR at Preconstruction Conference. 1.02 FORMS I A. Form No. 01290: Application for Payment (EJCDC Form) B. Form No. 01330: Shop Drawing Transmittal I C. Form No. 01410 -A: Testing Results Transmittal D. Form No. 01640: Manufacturer's Certificate of Proper Installation E. Form No. 01785 -A: Operation and Maintenance Review Checklist F. Form No. 01785 -B: Maintenance Summary G. Form No. 16220: Motor Data j. H. Form No. 17000 -A: Loop Wiring and Insulation Resistance Test Data I. Form No. 17000 -H: Transmitter Calibration Test Data 1=: J. Form No. 17000 -I Miscellaneous Instrument Calibration Test Data I .. K. Form No. 17000 -J: Individual Loop Test Data L. Form No. 17000 -K: Loop Commissioning Test Data PART 2 — PRODUCTS (NOT USED) PART 3 — EXECUTION (NOT USED) END OF SECTION ' (Forms Follow) • Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01999 -1 November 15. 2006 Contract Documents Forms Contractor's Application For Payment No. Application Period. Application Date: '1'o (Owner): From (Contractor) Via: Pi oject Contract. Owner's Conti act No • Contractor's Project No . Engineer's PrQlect No APPLICATION FOR PAYMENT Change Order Sulillllary Approved Change Orders 1. ORIGINAL CONTRACT PRICE $ Numbei Additions Deductions 2. Net change by Change Orders $ 3. CURRENT CONTRACT PRICE (Lille 1 ± 2) $ 4. TOTAL COMPLETED AND STORED TO DATE (Colullui F on Progress Estimate) $ 5. RE'I'AINAGE: a. % x $ Work Completed $ b. To x $ Stored Material $ c. Total Retainage (Line 5a + Line 5b) $ 6. AMOUNT ELIGIBLE TO DATE (Litre 4 - Line 5c) $ TOTALS 7. LESS PREVIOUS PAYMENTS (Line 6 from prior Application) $ 8. AMOUNT DUE THIS APPLICATION $ NET CHANGE BY 9. BALANCE TO FINISH, PLUS RETAINAGE CHANGE ORDERS (Column G on Progress Estimate + Line 5 above) $ CONT'RACTOR'S CERTIFICATION The undersigned Contiactor certifies that: (1) all previous progress payments received from Payment of: $ Owner on account of Woik done under the Contract have been applied on account to discharge (Line 8 or other - attach explanation of other amount) Contractor's legitimate obligations incurred in connection with Work coveied by prior Applications for Payment; (2) title of all Work, materials and equipment incorporated in said Work or otherwise listed in or coveied by this Application for Payment will pass to Owner at is recommended by: time of payment free and clear of all Liens, security interests and encumbrances (except such as (Engineer) (Date) are covered by a Bond acceptable to Owner indemnifying Owner against any such Liens, security interest or encumbrances), (3) all Work covered by this Application for Payment is in Payment of: $ accordance with the Contract Documents and is not defective; and (4) Prevailing Wage Rates (Line 8 or other - attach explanation of other amount) have been paid in accordance with RCW 39.12. is approved by: NOTE: Attached updated Progress Schedule to Application. (Owner) (Date) By: Date. Approved by: Funding Agency (if applicable) (Date) EJCDC Nu. C -620 (2002 Edition) Page 1 of 3 _Prepared bv Engineers' Joint Contract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications Institute. . Form Nu. 01290 !1! t ; - _ I Progress Estimate Contractor's Application For (contract): Application Number: Application Period: Application Date: A B Work Completed E F G Item C D Total Completed To Balance to Specification Description Scheduled From Previous This Period Materials Presently and Stored to Date (E) Finish Section No. • Value Application (C + D) Stored (not in C or D) (C + D + E) B (B - F) Totals EJCDC No. C -620 (2002 Edition) Page 2 of 3 Prepared by the Engineers' Joint Contract Documents Caonnifee and endorsed by the Associated General Contractors of America and the Construction Specifications institute. Form No. 01290 Progress Estimate Contractor's Application For (contract), Application Number. Application Period. Application Date A B C D E F G Item Bid Unit Bid Estimated Value Materials Presently Total Completed % Balance to Bid Item No. Desciipuon Quantity Price Value Quantity Stored and Stored to Date (F) Finish Installed (not in Cl (D + E) B (B - F) Totals EJCDC No. C -620 (2002 Edition) Page 2a of 3 - °renared .she EnPimannc'.loir Cm'tract Do wheats Cn and vofforsed hv_t/te Generat_Geo ractorc rtfAoeerica_and the Coostrurtion Specifications- .actrtate. Form No. 01290 ___ �__ — _ — T:. _ _ f l _ _ _ — — — — — - Stored Material Summary Contractor's Application For (contract): Application Number: Application Period: Application Date: A 13 C D E F G Stored Previously Stored this Month Incorporated in Work Materials Remaining in Shop Diawing Date Amount Amount Date Amount Storage ($) Invoice No. Transmittal No. Materials Description (Month /Year) ($) ($) Subtotal (Month /Year) ($) (D + E - F) Totals EJCDC No. C -620 (2002 Edition) Page 3 of 3 Prepared by the Engineers' Joint Contract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications Institute. Forst No. 01290 Form No. 01330 Shop Drawing Transmittal Transmittal No.: To: Clean Water Services Durham Treatment Plant Services 16060 SW 85 Avenue Tigard, OR 97224 ATTN: Date: Project: Project No.: Owner: Location: Previous Transmittal No. (if resubmitted): USE ONE FORM PER ITEM SUBMITTED Spec. Approval Para. Spec. Dwg. Status Qty. No. Page No. Item Description and Use Manufacturer No(s). (Engineer) By this submittal, the Contractor represents that it has determined and verified all field measurements, field construction criteria, materials, catalog numbers and similar data, or will do so, and that it has checked and coordinated each Shop Drawing with the project requirements and of the Contract Documents. Deviations from the Contract Documents are noted below. Deviations: Contractor: Signature: (THIS SPACE FOR ENGINEER) To: Date: Enclosed are copies of the above item. Approval status as noted above is in accordance with the following legend: A. No Exceptions Taken CLEAN WATER SERVICES B. Make Corrections Noted C. Rejected D. Revise and Resubmit By: E. Submit Specified Item Clean Water Services Project 6312 Flectrrcal Room 5020 Cooling System Replacement 01999 - November 15, 2006 Contract Documents Forms Form No. 01410 -A Testing Results Transmittal Clean Water Services Durham Treatment Plant Services Date: TO ' 16060 SW 85` Avenue • Tigard, OR 97224 Project: Project No.: Owner: Location: Laboratory Name and Address: Attach original copy of laboratory results and submit one form for each type of test conducted. Use One Form for Each Type of Test Conducted: Person Type Taking Location/ Test of Test Date Sample Station Results Comments L. Deviations or Additional Comments: I Contractor's Representation: Company Name: Printed name of Contractor's responsible person submitting results: Signature: Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01999 -4 November 15, 2006 Contract Documents Forms Form No. 01640 Manufacturer's Certificate of Proper Installation Contract No.: Specification Section: Contractor: Equipment Equipment Name: No.: Manufacturer: The undersigned manufacturer of the equipment item described above hereby certifies that it has checked the installation of the equipment and that the equipment, as specified in the project manual, has been provided in accordance with the manufacturer's recommendations and that the trial operation of the equipment item has been satisfactory. Comments: Date Manufacturer Date Signature of Authonzed Representative Date Contractor f -- Date Signature of Authorized Representative Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01999 -5 November 15, 2006 Contract Docu,nents Forms ( Form No. 01785 -A Operation and Maintenance Manual Review Checklist Equipment: Submittal No.: Specification Section: MANUAL FORMAT ❑ Three Ring Binder, Plastic Covers (final) ❑ System/Equipment Title ❑ Heavy Paper Covers (preliminary) ❑ Contractor Name, Address, Phone Number ❑ 8 -1/2" x 11 ", Folded 11" x 17" ❑ Title Page ❑ No Odd Size Envelopes ❑ Table of Contents ❑ White Paper (20 -1b) ❑ Volume X of Y ❑ Printed or Typewritten ❑ Section Dividers with Numbered Plastic ❑ Hole Punched Reinforced Index Tabs ❑ Sections Ordered Same as Specification ❑ . Project Title ( MANUAL CONTENT ❑ Each Item of Equipment/System Instructions: ❑ Equipment/System Description ❑ Handling • ❑ Controls Description ❑ Storage ❑ Curves, Data ❑ Installation L ❑ Parts List, Assembly Drawings, Part Numbers ❑ Testing ❑ Drawings (spatiallmechanical/assembly) ❑ Operating ❑ Spec Section and Product Name on ❑ Maintenance Drawings/Envelopes ❑ Shutdown ❑ Diagrams (control/flow) Maintenance Summary Forms: ❑ Safety Information ❑ ❑ Correct Form Used Troubleshooting Guide 0 ❑ Inapplicable Data (crossed out or deleted) 8 -1/2" x 11" ❑ Spare Parts Ordering Instructions ❑ Typewritten ❑ Form Completely Filled Out ❑ Copies of Warranties, Bonds, Service Agreements ❑ Form for Each Unit ❑ Factory Test Results ❑ Lubrication Instructions ❑ Recommended Spare Parts i I Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01999 -6 November 15, 2006 Contract Documents For,ns Form No. 01785 -B Maintenance Summary PROJECT: CONTRACT NO.: 1. Equipment Item: 2. Manufacturer: 3. Equipment/Tag No.(s): 4. Weight of Individual Components (Over 100 Pounds): 5. Nameplate Data (hp, voltage, speed, etc.): 6. Manufacturer's Local Representative: a. Name: Telephone No.: b. Address: 7. Maintenance Requirements: Maintenance Lubricant Operation Comments Frequency (If Applicable) List briefly each maintenance operation required List required frequency Refer by symbol to and refer to specific information in manufacturer's of each maintenance operation. lubricant required standard maintenance manual, if applicable. (Reference to manufacturer's catalog or sales literature is not acceptable ) t' I ' Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01999 -7 November 15, 2006 Contract Documents Forms Form No. 01785 -B Maintenance Summary (Continued) 8. Lubricant List: Standard Or Reference Symbol Shell Oil Gulf Arco Equal List symbols used List equivalent lubricants as distributed by each manufacturer for the specific use recommended. in No. 7 above. ion I 9. Recommended Spare Parts for Owner's Inventory: Part No. Description Unit Quantity Unit Cost I_. NOTE: Identify parts provided by this Contract with two asterisks. I Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01999 -8 November 15. 2006 Contract Documents Fonns Form No. 16220 Motor Data Equipment Name: Equipment No.: Site Location: Nameplate Markings: Mfr Mfr: Model: Frame: HP: Volts: Phase: RPM: Service Factor: Ambient FLA: LRA: Frequency: Temp Rating: Degrees C Time Rating: Design Letter: (NEMA MGI -10 35) (NEMA MG-1 16) KVA Code Letter: Insulation Class: The following information is required for explosion -proof motors only: A. Approved by UL for installation in Class , Division B. UL frame temperature code ; Group Atmosphere (NEC Tables 500 -s and 500- s(b)). The following information is required for high efficiency motors only: A. Guaranteed minimum efficiency at full load or NEMA efficiency index: (NEMA MGI- 12.53b) Nameplate or nominal B. efficiency: Data Not Necessarily Marked on Nameplate: Type of Enclosure Enclosure: Material: Temp Rise: Degrees C (NEMA MGI - 12.41,42) Space heater included? ❑ Yes ❑ No If Yes, Watts: Volts: Type of rotor winding over - temperature protection, if specified: Use the space below to provide additional information on other motor modifications, if specified: Cleat Water Services Project 6312 Electrical R00171 5020 Cooling System Replacement 01999 -9 November 15, 2006 Contract Documents Forms I_. Form No. 17000 -A Loop Wiring and Insulation Resistance Test Data Loop No.: List all wiring associated with a loop in table below. Make applicable measurements as indicated after disconnecting wiring. Continuity Resistance Insulation Resistance Panel Field CondJ CondJ Shield/ Shield/ CondJ Shield/ Wire No. Tie TB Cond. Shield Gnd. Cond. Gnd. Shield A ❑ (AJSH) I B (AFB) ❑ c (A/C) ❑ D (A/D) ❑ etc. f ' 1i a Continuity Test: Connect ohmmeter leads between Wires A and B and jumper opposite ends together. Record resistance in above table. Repeat procedure between A and C, and A and D, etc. Any deviation of plus or minus 2 ohms between any reading and the average of a particular run indicates a poor conductor, and corrective action shall be taken before continuing with the loop test. b Insulation Test: Connect one end of a 1,000 volt megger to the panel ground bus and the other sequentially to each completely disconnected wire and shield. Test the insulation resistance and record each reading. 1- CERTIFIED: Contractor's Representative Date WITNESSED: Engineer Date Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01999 -10 November 15, 2006 Contract Documents Forms Form No. 17000 -H Transmitter Calibration Test Data Tag No. and Description: Make and Model No.: Serial No.: Input: Output: Range: Scale: Simulate process variable (flow, pressure, temperature, etc.) and measure output with appropriate meter. Percent Expected Actual Percent of Range Input Scale Reading Scale Reading of Deviation 0 25 50 75 100 Percent Deviation Allowed: CERTIFIED: Contractor's Representative Date WITNESSED: Engineer Date Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01999 - November 15, 2006 Connect Documents Forins Form No. 17000 -1 1 Miscellaneous Instrument Calibration Test Data For instruments not covered by any of the preceding test forms, the CONTRACTOR shall create a forth containing all necessary information and calibration procedures. i CERTIFIED: Contractor's Representative Date 1— WITNESSED: Engineer Date Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 01999 -12 November 15, 2006 Contract Documents Forms Form No. 17000 -J Individual Loop Test Data Loop No.: Description (Give complete description of loop's function using tag numbers where appropriate): P &ID No. (Attach copy of P &ID): a. Wiring Tested (Attach Test Form No. 17000 -A): b. Instrumentation Tubing Piping Tested (Attach Test Form No. 17000 -B): c. Instruments Calibrated (Attach Test Form Nos. 17000 -C through 17000 -I): d. List step -by -step procedures for testing loop parameters. Test loop with instruments, including transmitters and control valves, connected and functioning. If it is not possible to produce a real process variable, then a simulated signal may be used with the ENGINEER's — approval. CERTIFIED: Contractor's Representative Date WITNESSED: Engineer Date Clean Water Services Project 6312 Electrical Room 5020 Cooling Svste,n Replacement 01999 -13 November 15, 2006 Contract Docianents Fa•ms Form No. 17000 -K Loop Commissioning Test Data Loop No.: a. Loop Tested (Attach Test Form No. 17000 -J). b. Controlled or connected equipment tests confirmed. c. Give complete description of loop's interface with process. d. With associated equipment and process in operation, provide annotated chart trace of loop response to changes in set points for verification of performance. This chart should demonstrate a 1 /4- amplitude damping as output adjusts to set point change. Show set points, starting and finishing times on chart, as well as any other pertinent data. Connect 2 -pen recorder to process variable (PV) and to controller output. Use 1 -inch per second chart speed. • Pen 1 — PV — Connections • Pen 2 — Output — Connections 1- • CERTIFIED: Contractor's Representative Date WITNESSED: Engineer Date Clean Water Services Project 6312 Electrical R00171 5020 Cooling System Replacement 01999 -14 November 15, 2006 Contract Documents Forms SECTION 02050 DEMOLITION PART 1 — GENERAL 1.01 DEFINITIONS A. "Demolish ": CONTRACTOR shall remove from the site as property of CONTRACTOR and dispose of in a lawful manner at a site other than the OWNER's property. Disposal includes demolition, removal, disconnecting, transportation, disposal permits and fees, and all other items required to remove the material or equipment from the site. Demolished materials and equipment shall not be used for the new facilities construction. 1.02 SCOPE A. This section covers all work necessary for the demolition of all or portions of equipment, duct work, and miscellaneous items either shown or indicated on the Drawings or encountered as obstructions to the completion of the Work. 1.03 OBSTRUCTIONS A. Some obstructions may not be shown on the Drawings. Bidders are advised to carefully inspect the existing facilities before preparing their Bids. The removal and replacement of minor obstructions such as electrical conduits, air, water, utility, site piping, and similar items shall be anticipated and accomplished even though not shown or specifically mentioned. B. Major obstructions encountered that are not shown or indicated on the Drawings, or could not have been foreseen by visual inspection of the site prior to bidding, should immediately be brought to the attention of the OWNER. OWNER will make a determination for proceeding with the Work. 1.04 SUBMITTALS A. Plan and schedule of demolition, including limits of demolition, shall be included with the progress schedule. B. Written notification to OWNER prior to shutdown of operating equipment. C. Written notification to OWNER and utility owner 15 days prior to disconnection of utilities. Coordinate utility disconnections with utility owner. PART 2 — PRODUCTS 2.01 GENERAL A. Provide all materials and equipment in suitable and adequate quantity as required to accomplish the demolition work shown, specified herein, and as required to complete the Project. Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 02050 -1 November 15, 2006 Contact Documents Demolition PART 3 — EXECUTION 3.01 SAFETY REQUIREMENTS A. All debris, materials, piping, and miscellaneous waste products from the demolition process shall be removed safely from the project site as soon as possible. Dispose of in accordance with applicable federal, state, and local regulations. CONTRACTOR is responsible for determining these regulations and shall bear all costs associated with disposal of these items. 3.02 UTILITIES A. Determine whether there are utilities in demolition areas that are needed for continued service to other facilities. Relocate such utilities before demolition work begins. B. Provide temporary services during interruptions to existing utilities as acceptable to OWNER and owner of utilities. C. Utilities serving facilities to be demolished shall be isolated as shown on the Drawings or as may be directed by the ENGINEER. Isolation shall occur at a point closest to the remaining active portion of the utility. D. Remove utility lines, manholes, catch basins, and vault type structures that are designated for demolition and exposed by demolition excavation. E. Plug gravity lines with concrete to prevent groundwater infiltration. Interior of pipe shall be cleaned and then completely filled with sand. 3.03 DEMOLITION A. The demolition drawings are based on available information, but the structures may differ from what is presented. The CONTRACTOR shall be responsible for determining the scope and extent of the required work by inspecting the site prior to submittal of bid. B. Equipment and materials, including piping within the limits of demolition, unless otherwise specified, will become the property of the CONTRACTOR. C. Drawings define minimum portion of facilities and structures to be removed. Unless otherwise shown, clean saw cuts shall be made to limits of demolition shown. If cuts or breaks are made exceeding limits shown, repair the cuts or breaks back to the dimensions shown on Drawings at the CONTRACTOR's expense. Submit repair procedures for ENGINEER's review. Provide saw cut at all pavement surface and curb removal limits and where neat connection lines are required. D. Protect structures and equipment from damage during demolition work. No equipment shall be f - removed without the written approval of the OWNER. E. Remove piping from areas to be backfilled. Piping to be abandoned in place shall be capped with a watertight plug at demolished end in a manner that will prevent entrance of soil, groundwater, or moisture. Restrained caps or plugs shall be installed at demolished ends for pressurized services and where shown on Drawings. Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 02050 -2 November 15, 2006 Connect Documents Demolition 1 F. Only equipment specified herein, shown on the Drawings, designated by the ENGINEER in the field for removal or approved by the ENGINEER during construction shall be removed. CONTRACTOR shall be responsible for the sequence of equipment removal and shall remove it with minimal damage. The limits of removal of equipment shall be as shown or as directed by the ENGINEER. Equipment removal shall include removal of such items as equipment, piping and accessories, supports, piping and tubing supports, fasteners, anchor bolts, and other items. Removal of equipment shall include removal of conduits and wiring from equipment back to nearest junction box. Removal of equipment shall include removal of concrete pads that support equipment, piping, and other accessories. G. All other areas not within the limits of demolition work shown on the demolition drawings or as specified herein shall be left undisturbed. Any damage to these areas during the demolition 1 process shall be repaired or replaced to original precontract conditions at the CONTRACTOR's expense. 1 H. In areas where concrete portions are to be removed from a structure, the edge of removal shall be cut with a concrete saw to leave a perpendicular edge or core drilled when required removal is circular in shape. All reinforcing shall be cut and removed unless otherwise shown or instructed. Cracked or damaged concrete shall be removed to solid concrete. Spalled edges may be required to be resawn at the discretion of the ENGINEER. I. Cut off concealed or embedded conduit, boxes, or other materials a minimum of 1 inch below final finished surface and patch hole with epoxy concrete to form a smooth wall, ceiling, or floor finish. Where necessary, empty conduits shall be plugged with fireproof sealant to maintain fire rating for wall. For existing circuits no longer needed, remove conductors from the conduit. Remove all surface- mounted conduit that is no longer needed. For conduit below grade or concealed within wall, cap and abandon conduit in place. For existing circuits to remain operational, intercept existing conduit at the most convenient location or as shown and splice and extend conduit to new location. Install new conductors where required to accomplish indicated results. New conductors shall be continuous without splices between J- boxes. 3.04 PROTECTION A. The CONTRACTOR shall provide protection devices including barricades, fencing, warning signs, lights, and whatever else is necessary to ensure the security of, and within, the facility during all phases of demolition. Requirements of federal, state, and local statutes and regulations dealing with demolition or public safety shall be strictly adhered to by the CONTRACTOR. 3.05 DISPOSAL OF DEMOLITION DEBRIS A. Remove demolition debris from the Site and dispose in accordance with all local laws, codes, and ordinances at the CONTRACTOR's expense. END OF SECTION Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 02050 -3 November 15, 2006 Contract Documents Demolition 1 1 SECTION 02120 • CLEARING AND GRUBBING 1 PART 1— GENERAL 1 1.01 SCOPE A. The Work specified in this section includes provisions for clearing, grubbing, removal and disposal of concrete mow strip and related Work necessary to prepare the site for construction. PART 2 — PRODUCTS (NOT USED) PART 3 — EXECUTION 3.01 CLEARING AND GRUBBING A. Grubbing shall consist of the removal and disposal of sod, stumps, roots larger than 2 inches in diameter, and matted roots from the construction area. This material, together with logs and other organic or metallic debris not suitable for backfill purposes, shall be excavated and removed to a depth of not less than 24 inches below the original surface level of the ground in construction areas, such as areas for structures, pavement, and shoulder areas. Depressions made by grubbing shall be filled with satisfactory and suitable material and compacted to make the surface conform with the original adjacent surface of the ground. B. Portions of the project site where excavation is to be made, landscaping done, or embankment is to be placed, shall be cleared of all objectionable material, such as brush, stumps, roots, grass, other vegetation, decayed vegetable matter, topsoil, rubbish, pavement, and other materials that may interfere with the proper execution of the Work. Unless otherwise designated on the drawings, the CONTRACTOR shall not remove trees without authorization. CONTRACTOR shall protect all trees and other plants from damage incidental to site preparation and construction operation by the erection of barriers, or by such other means as are required until final acceptance. If any tree or other type of plants are destroyed, disfigured, or damaged, so that • in the OWNER's opinion removal is required, the CONTRACTOR will be assessed damages, which will be deducted from the payment due the CONTRACTOR. 1 3.02 REMOVAL OF CONCRETE MOW STRIPS 1 A. In removing concrete mow strips, CONTRACTOR shall: 1. Make a vertical saw cut at a location outside the limits of clearing and grubbing. I— 3.03 DISPOSAL OF CLEARED MATERIAL A. Material generated by clearing and grubbing and removal of concrete mow strips shall be conveyed to a suitable waste site and disposed of in a manner that meets all the requirements of the applicable federal, state, and county regulations. The waste shall be disposed of by the CONTRACTOR at the CONTRACTOR's expense, in a manner approved of by the OWNER. B. In no case shall refuse material be left on the project site. Debris shall not be deposited in any stream or body of water, or in any street or alley, or upon any private property except by written Clean Water Services Project 6312 Electrical Rooi n 5020 Cooling System Replacement 02120 -1 November 15, 2006 Contract Documents Clearing and Grubbing consent of the private property owner. Maintain hauling routes clean and free of any debris resulting from work of this section. END OF SECTION E Clean Water Services Project 6312 Elecn•tcal Room 5020 Cooling System Replacement 02120 -2 November 15, 2006 Connect Documents Clearing and Grubbing SECTION 02230 SEDIMENTATION CONTROL PART 1— GENERAL 1.01 SCOPE A. This section covers the requirements for on -site temporary and permanent erosion and sedimentation control necessary to prevent migration of sediment off -site and silt laden water to adjacent surface water bodies and drainage structures. B. CONTRACTOR shall provide all materials, labor, and equipment necessary to install adequate erosion and sedimentation controls. 1.02 QUALITY CONTROL • A. Conform to regulatory agency requirements. 1. Federal Clean Water Act — Section 208. 2. Oregon Department of Environmental Quality. 3. Oregon Revised Statutes — Chapter 451. (— 4. Design and Construction Standards for Sanitary Sewer and Surface Water Management — Clean Water Services — Chapter 8, Environmental Protection, Erosion Prevention, and Sediment Control Rules, latest revision. 5. Washington County Community Development Code. B. Provide and design system to prevent siltation of adjacent property or streams and submit an Erosion and Sedimentation Control Plan (ESC) for review and approval by agency prior to performing work. 1.03 SCHEDULE A. Required temporary sedimentation control facilities must be constructed and in operation prior to land clearing and other construction to ensure that sediment laden water does not enter the natural drainage systems. B. Temporary sediment facilities shall be maintained in a satisfactory condition until such time that permanent ESC facilities are in place or sufficient vegetation has been established and potential for on -site erosion has passed. C. The implementation, maintenance, replacement, and additions to erosion /sedimentation control systems shall be the responsibility of the CONTRACTOR. Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 02230 -1 November 15, 2006 Contract Docwnents Sedimentation Control PART 2 — PRODUCTS 2.01 CHECK DAM SAND OR GRAVEL BAGS A. Bags to be either burlap or woven "Geotextile" fabric filled with gravel or sand. 2.02 JUTE MATTING A. Be of a uniform open plain weave of unbleached, single jute yarn treated with a fire retardant chemical. B. The yarn shall be of a loosely twisted construction and shall not vary in thickness by more than one -half of its normal diameter. C. Furnished in rolled strips 48 inches wide by approximately 50 yards long. D. Average weight of 0.92 pounds per square yard with an allowable tolerance of plus or minus 1 inch in width and 5 percent in weight. 2.03 FILTER FABRIC (GEOTEXTILE) A. Filter fabric for the erosion protection barriers shall be Mirafi 140, or equivalent. 2.04 WIRE A. Wire for the erosion protection barriers shall be 2 by 2 mesh, 12 -gauge galvanized wire. ;— 2.05 SUPPORT POSTS f A. Support posts for the erosion protection barriers shall be minimum 2 -inch by 2 -inch, Douglas Fir No. 1, or better wood posts. 2.06 CLEAR PLASTIC COVERING A. Clear plastic covering for protection of slopes and cuts shall meet the requirements of the NBS Voluntary Product Standard, PS 17 for Polyethylene sheeting having a minimum thickness of 6 mil. PART 3 — EXECUTION 3.01 EROSION CONTROL A. Erosion control provisions shall meet or exceed the requirements of the local agency having jurisdiction. B. When provisions are specified and shown on the Drawings, they are the minimum requirements. C. CONTRACTOR shall not permit sediment -laden waters to enter natural waterways. Clean Water Serr,ces Project 6312 Electrical R00111 5020 Cooling System Replacement 02230 -2 November 15, 2006 Contract Documents Sedimentation Control D. As construction progresses and seasonal conditions dictate, more siltation control facilities may be required. It shall be the responsibility of the CONTRACTOR to address new conditions that may be created and to provide additional facilities over and above minimum requirements as may be required. E. Provide temporary erosion control measures to prevent erosion from piles of topsoil or fill material. Before completing the Contract, any areas of bare soil shall be permanently seeded. F. Additional measures may be necessary depending on construction activity and weather. CONTRACTOR will be responsible for carrying out the erosion control provisions of the approved ESC Plan. 3.02 SILTATION CONTROL A. Siltation control is required. Check dams or silt fences may be placed in streams or ditches receiving stormwater from areas disturbed by construction. 3.03 FILTER FABRIC FENCES (SILT FENCES) A. Filter fabric fence shall consist of filter fabric fastened to wire fabric with staples or wire rings. B. Wire shall be fastened to posts set at 6- foot - maximum centers. C. Fabric shall be buried into ground a minimum of 12 inches to prevent silt from washing under fabric. D. Fence shall be located to catch silt and prevent discharge to drainage courses. 3.04 EROSION CONTROL CHECK DAM A. Sand or gravel filled bags shall be installed in drainage way to catch silt. r. B. Spillway shall be lower than outer edge of dam. Leave a one sand bag gap in top row to provide spillway. 3.05 PLACING JUTE MATTING A. Seed and fertilizer shall be placed prior to placing of matting. B. Jute matting shall be unrolled parallel to the flow of water. Where more than one strip of jute matting is required to cover the given area, it shall overlap the adjacent mat a minimum of 4 inches. The ends of matting shall overlap at least 6 inches with the upgrade section on top. C. The up -slope end of each strip of matting shall be staked and buried in a 6- inch -deep trench with the soil firmly tamped against the mat. Three stakes per width of matting (one stake at each overlap) shall be driven below the finish ground line prior to backfilling of the trench. D. ENGINEER may require that any other edge exposed to more than normal flow of water or strong prevailing winds be staked and buried in a similar manner. Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 02230 -3 November 15, 2006 Contract Documents Sedimentation Control E. Check -slots shall be laced between the ends of strips by placing a tight fold of the matting at least 6 inches vertically into the soil. These shall be tamped and stapled the same as up -slope ends. Check -slots must be placed so that one check -slot or one end occurs within each 50 feet of slope. F. Edges of matting shall be buried around the edges of catch basins and other structures as herein described. Matting must be spread evenly and smoothly and in contact with the soil at all points. G. Matting shall be held in place by approved wire staples, pins, spikes, or wooden stakes driven vertically into the soil. Matting shall be fastened at intervals not more than 3 feet apart in three rows for each strip of matting, with one row along each edge and one row alternately spaced in the middle. All ends of the matting and check -slots shall be fastened at 6 -inch intervals across their width. Length of fastening devices shall be sufficient to securely anchor matting against the soil and driven flush with the finished grade. 3.06 PLACING CLEAR PLASTIC COVERING A. Clear plastic covering shall be installed on erodible embankment slopes. B. The clear plastic covering shall be installed immediately after completion of the application of roadside seeding. It is the intent of this specification that clear plastic covering will be in place before the fall rainfall begins. C. Maintain the cover tightly in place by using sandbags or ties on slopes with a minimum of 10 -foot grid spacing in all directions. All seams shall be taped or weighted down full length. There shall be at least a 12 -inch overlap of all seams. D. Immediately repair all damaged areas. r 3.07 EXISTING DRAINAGE FACILITIES A. Should a storm sewer or culvert become blocked or have its capacity restricted due to siltation from CONTRACTOR's operations, the CONTRACTOR shall make arrangements with the jurisdictional agency for the cleaning of the facility at no additional expense to the OWNER. B. CONTRACTOR shall install catch basin inserts in existing catch basins in the vicinity of, or adjacent to, clearing or construction activities to prevent sediment from entering the on -site stormwater conveyance system. 3.08 DRAINAGE DIVERSION A. CONTRACTOR may divert up- gradient surface runoff water around the site as required. CONTRACTOR will be responsible for routing diverted surface water to its original flow path downstream of the site, and providing energy dissipation and/or dispersion as needed to mimic prediverted flow characteristics, as required by the ENGINEER. I B. Drainage shall be restored to condition existing prior to construction unless otherwise shown on the Drawings. END OF SECTION Clean Water Services Project 6312 Electrical Room 5020 Cooling System Replacement 02230 - November 15, 2006 Con tract Documents Sedimentation Control SECTION 15050 BASIC MECHANICAL MATERIALS AND METHODS PART 1 - GENERAL 1.1 DESCRIPTION A. Requirements Included: Provide all materials, labor and equipment required to install complete mechanical Work. 1.2 QUALITY ASSURANCE A. Codes and Standards: Comply with the provisions of the following codes, standards and specifications, except where more stringent requirements are shown or specified: 1. State of Oregon Structural Specialty Code. 2. State of Oregon Mechanical Specialty Code. 3. State of Oregon Plumbing Specialty Code. 4. State of Oregon Uniform Fire Code. 5. NFPA and other Standards referenced in the above codes. B. Permits, Licenses, Fees, and Taxes: Obtain and pay for all permits, licenses, fees and taxes applicable to this project as required by law. C. Drawings: Do not scale drawings for roughing -in measurements, nor use as shop drawings. Make field measurements and prepare shop drawings as required. Coordinate work with shop drawings of other specification divisions. D. Field Wiring: It is the intent of these specifications that all systems shall be I complete and operable. Refer to the drawings and specifications to determine voltage, phase, circuit ampacity and number of connections provided. Provide all necessary field wiring and devices from the point of connection indicated on the drawings. All equipment shall be installed in compliance with the Electrical Code and the equipment's UL listing. Bring to the attention of the Architect in writing, all conflicts, incompatibilities, and /or discrepancies prior to bid or as soon as discovered. 1.3 SUBMITTALS A. Installation Submittals: Clearly indicate which model, size, style, and options are to be provided. Submit all equipment submittals bound together in groups. Deliver all at one time. Arrangement of mechanical equipment has been based on items of specific manufacturer intended as somewhat typical of several makes which may be approved. B. Wiring Diagrams: Submit complete wiring diagrams showing field- installed wiring and devices for all equipment requiring same. Clears Water Seances 15050 - 1 Project 6312 Electrical Room 5020 Cooling System Replacement November 15. 2006 Contract Documents Basic Mechanical Materials and Methods C. Submittal Review: Comply with the Contract Documents where deviations, discrepancies, and conflicts between the submittals and the Contract Documents are discovered prior to or after the review process. D. Project Record (As- Installed) Drawings: 1. Obtain reproducible drawings from the Owners representative. 2. Keep Drawings clean, undamaged, and up to date. 3. Record and accurately indicate the following: a. Depths, sizes, and locations of all buried and concealed piping. b. Changes, additions, and revisions due to change orders, obstructions, etc. Eradicate extraneous information. c. Model numbers of installed equipment. 4. Make Drawings available when requested by the Owners Representative for review. 5. Submit as part of the required Project Closeout documents. 6. Quality of entire set of project record Drawings to match the quality of the Contract Documents. Computer -aided drafting (CAD) shall be used to complete project record drawings. Use standards set in Contract Documents. Note field modifications, all addenda and change order items on project record drawings. If deficiencies are found in either the quality or the accuracy of the drawings, they will be returned unapproved. Additional review of subsequent submissions shall be at the CONTRACTOR'S expense. E. Operating and Maintenance Manuals: Submit five (5) sets of Operating and Maintenance Instructions, including manufacturer's service data, wiring diagrams, and parts lists and vendors for all major items of equipment, valve charts, balancing data, final control diagrams showing final set points, and any additional equipment added by change order, bound in three -ring, vinyl or canvas covered, loose -leaf binders organized with index and thumb -tab markers for each classification of equipment or data. r' 1.4 STORAGE AND HANDLNG A. Delivery: Deliver to project site with manufacturer's labels intact and legible. B. Handling: Avoid damage. C. Storage: Inside protected from weather, dirt and construction dust. Where necessary to store outside, elevate well above grade and enclose with durable, waterproof wrapping. Clean Water Services 15050 - 2 Project 6312 Electrical Rootn 5020 Cooling System Replacement November 15, 2006 Contract Documents Basic Mechanical Materials and Methods II PART 2 - PRODUCTS 2.1 GENERAL A. General: Provide all new materials and equipment, identical to apparatus or equipment in successful operation for a minimum of two years. Provide materials of comparable quality omitted here but necessary to complete the Work. Maximum allowable variation from stated capacities, minus 5% to plus 10% as approved in each case. B. Compatibility: Provide products which are compatible with other portions of the Work and provide products with the proper or correct power and fuel - burning characteristics, and similar adaptations for the project. C. Efficiency: HVAC and Service (Domestic) Water Heating Equipment shall comply with ASHRAE Standard 90.1 -2001 and the State Energy code. Where equipment efficiencies are indicated, the use of alternate or substitute manufacturers equipment with lower efficiencies is not permitted. PART 3 - EXECUTION 3.1 LAYOUT AND COORDINATION A. Site Examination: Before starting Work, carefully examine site and all Contract Drawings. Become thoroughly familiar with conditions governing Work on this project. Verify all indicated elevations, building measurements, roughing -in dimensions and equipment locations before proceeding with any of the Work. B. Utility Locations: The location of all utilities, wires, conduits, pipes, ducts, or other service facilities are shown in a general way only on the Drawings and are taken from existing public records. Ascertain whether any additional facilities other than those shown on the plans may be present and determine the exact location and elevations of all utilities prior to commencing installation. C. Sleeves, Inserts, Cast -in -Place Work: Provide sleeves, inserts, anchoring devices, cast -in -place work, etc. which must be set in concrete sequenced at the proper time for the project schedule. D. Coordination: 1. The drawings are based on equipment of a certain manufacturer and may • be identified as such. Where alternate manufacturers or approved substitutes are incorporated into the Work, any required design changes are the responsibility of the CONTRACTOR. Such changes may include changes in utility or system connection sizes, location, or orientation, service clearances, structural support or acoustic considerations. Clean Water Sernrces 15050 - 3 Project 6312 Electrical Room 5020 Cooling System Replacement November 15, 2006 Contract Documents Basic Mechanical Alaterials and Alethods 2. Where the Work must be sequenced and positioned with precision in order to fit into the available space, prepare accurate scale shop drawings showing the actual physical dimensions required for the installation and submit prior to purchase- fabrication - installation of any of the elements involved in the coordination. 3. Cooperate with other trades in furnishing material and information for sleeves, bucks, chases, mountings, backing, foundations and wiring required for installation of mechanical items. 4. Coordinate all Work with other trades and determine in advance where interfacing of the mechanical Work and other Work are required to be connected together. Provide all materials and equipment to make those connections. Submit shop Drawings showing required connections where special conditions exist. E. Discrepancies: Report immediately any error, conflict or discrepancy in Plans, )' Specifications and /or existing conditions. Do not proceed with any questionable items of Work until clarification of same has been made. Should rearrangement �I or re- routing of ducts or piping be necessary, provide for approval the simplest layout possible for that particular portion of the Work. 3.2 CONTINUITY OF EXISTING SERVICES A. Existing water, power, heat, ventilation, air conditioning and other services shall remain in service during new construction Work. Coordinate any interruption of these services with the Owner's Representative a minimum of seventy -two (72) hours in advance. Arrange Work to minimize number and extent of all interruptions. B. Protect from damage active utilities existing and evident by reasonable inspection of the site whether shown or not on the Drawings. Protect, relocate or abandon utilities encountered in the work which are not shown on the Drawings or evident by inspection of the work as directed by the Owner's Representative. Maintain continuity of all utility services to existing buildings. 3.3 EQUIPMENT REMOVAL A. All removed mechanical equipment is the property of the Contractor unless indicated otherwise. Disconnect and remove all such equipment from the project property. Remove all piping, ductwork, supports, conduits, etc. that are not reused. Remove and dispose of refrigerants in accordance with all State and Federal regulations. Submit a copy of the refrigerant removal and disposal certificates to the owner prior to request for final payment. B. Where electrically powered equipment is removed, remove wire, conduit, supports and other devices back to serving panel and label circuit breaker as "spare ". Clean Water Services 15050 - 4 Project 6312 Electrical Room 5020 Cooling System Replacement November 15, 2006 Contract Documents Basic Mechanical Materials and Methods 3.4 MECHANICAL EQUIPMENT WIRING A. Provide all mechanical equipment motors, automatic temperature, limit, tloat and similar control devices required, with wiring complete from power source indicated on Drawings. B. Provide properly rated motor overload and undervoltage protection and all manual or automatic motor operating devices for all mechanical equipment. C. Equipment and systems shown on the Drawings and /or specified, are based upon requirements of specific manufacturers which are intended as somewhat typical of several makes which may be approved. Provide all field wiring and /or devices necessary for a complete and operable system including controls for the actual selected equipment /system. 3.5 INSTALLATION A. Locating and Positioning Equipment: Observe all Codes, Regulations and good • common practice in locating and installing mechanical equipment and material so that completed installation presents the least possible hazard. Maintain adequate clearances for repair and service to all equipment and comply with Code requirements. B. Arrangement: Arrange ductwork and piping parallel with primary lines of the building construction, and with a minimum of 7' overhead clearance in all areas where possible. Unless indicated otherwise, conceal all piping and ductwork. Locate operating and control equipment properly to provide easy access, and arrange entire mechanical work with adequate access for operation and maintenance. Give right -of -way to piping which must slope for drainage. Set all equipment level or as recommended by manufacturer. Under no conditions shall beams, girders, footings or columns be cut for mechanical items. Casting of pipes into concrete is prohibited unless so shown on Drawings. C. Anchorage: Support, anchor and /or brace mechanical equipment, piping and ductwork to resist displacement due to seismic action. Refer to Section 15090. 3.6 CUTTING AND PATCHING A. General: Comply with the requirements of Division 1 for the cutting and patching of other Work to accommodate the installation of mechanical Work. Do all necessary cutting and patching of existing building and yard surfaces required for completion of the mechanical Work. Patch to match finish and color of adjacent surfaces. 3.7 TEMPORARY COOLING A. Cooling must be maintained at all times in the area of construction. Cooperate with the OWNER'S personnel to operate the backup cooling system and portable fans as required during the changeover period. Clean Water Services 15050 - 5 Project 6312 Electrical Room 5020 Cooling System Replacement November 15. 2006 Contract Documents Basic Mechanical Afaterials and Methods 3.8 MECHANICAL WORK CLOSEOUT A. General: Refer to the Division 1 sections for general closeout requirements. Calibrate all equipment requiring same. B. Record Drawings: Submit record set of drawings as previously specified in this Section. C. Closeout Equipment /Systems Operations: Sequence operations properly so that work of project will not be damaged or endangered. Coordinate with seasonal requirements. Operate each item of equipment and each system in a test run of appropriate duration with the Engineer present, and with the Owner's operating personnel present, to demonstrate sustained, satisfactory performance. Adjust and correct operations as required for proper performance. Clean and lubricate each system, and replace dirty filters, excessively worn parts and similar expendable items of the Work. D. Operating Instructions: Conduct a 4 -hour training seminar for the Owner's personnel who are to be involved in the continued operation and maintenance of mechanical equipment and systems. Training shall be conducted by the equipment manufacturers factory trained start -up technician. Provide written instructions outlining and explaining the control system, operational diagrams, emergency and alarm provisions, sequencing requirements, seasonal provisions, maintenance requirements, safety, efficiency and similar features of the systems. END OF SECTION Clean Water Services 15050 - 6 Project 6312 Electrical Room 5020 Cooling Svstem Replacement November 15, 2006 Contract Documents Basic Mechanical Materials and Methods SECTION 15090 SUPPORTS AND ANCHORS PART 1 - GENERAL 1.1 DESCRIPTION A. The requirements of this section apply to the mechanical piping and equipment systems specified elsewhere in these specifications. B. Provide pipe and equipment hangers, supports, anchors and related items for complete anchor, hanger and support systems. 1.2 QUALITY ASSURANCE A. Standards: The Manufacturers Standardization Society (MSS) of the Valve and Fittings Industry Practice SP -58 and SP -69 are referenced in this section. B. Provide factory- fabricated horizontal piping hangers, clamps, hanger rod, shields, supports, etc., of the indicated MSS type and size. C. Seismic Requirements: Provide seismic restraints in accordance with OSSC Section 1621. Design restraint systems in accordance with "Seismic Restraint Manual: Guidelines for Mechanical Systems," Second Edition, 1998, SMACNA, or "A Practical Guide to Seismic Restraint" ASHRAE RP -812, 1999. Design restraints in accordance with seismic hazard level "A ". 1 1.3 SUBMITTALS A. Submittals: In accordance with Section 01300. B. Catalog Data: Submit construction details, and performance characteristics for each type and size of anchor, hanger, and support. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS 1- A. Manufacturers: B -Line, Carpenter & Paterson, Grinnell, Michigan, Superstrut, Tolco, Erico, or accepted substitute. B. Listed Types: MSS Piping Types listed with Grinnell figure numbers in parentheses where applicable (or other manufacturers as noted). 2.2 SUPPORTS A. Equipment and Ductwork Supports: Clean Water Services 15090 - l Project 6312 Electrical Roan 5020 Cooling System Replacement November 15, 2006 Contract Documents Supports and Anchors 1. Channel Support System: Galvanized, 12 gauge channel and bracket support systems, single or double channel as required by span and equipment weights. Grinnell "Power Strut" channel. Acceptable manufacturers: Super Strut, Globestrut, Bee, Kindorf or Unistrut. B. Hanger Rod Attachment: 1. Hanger Rod: Grinnell Fig. 140 or 146 for all sizes. Right hand threaded. Stainless steel. 2. Turnbuckles: MSS Type 13 (Fig. 230). 3. Weldless Eye -Nut: MSS Type 17 (Fig. 290). 4. Malleable Eye- Socket: MSS Type 16 (Fig. 110R). 5. Clevises: MSS Type 14 (Fig. 299). C. Miscellaneous Hanger Materials: 1. Metal Framing: Provide products complying with NEMA STD ML 1. 2. Steel Plates, Shapes and Bars: ASTM A -36. 3. Cement Grout: Portland cement (ASTM C -150, Type I or Type III) and clean uniformly graded, natural sand (ASTM C -404, Size No. 2). Mix at a ratio of 1.0 part cement to 3.0 parts sand, by volume with only the minimum amount of water required for placement and hydration. 4. Standard Bolts and Nuts: ASTM A 307, Grade A, stainless steel.. 5. Concrete Anchors: Wedge style anchors Rawl Stud, Hilti "HSL," ITT Phillips, Red Head Wedge Anchors, Ramset Trubolt or Dynabolt or accepted substitute. 6. Shop Primer: Manufacturer's standard rust inhibitive primer. PART 3 - EXECUTION 3.1 INSTALLATION A. General: Proceed with the installation of hangers, supports and anchors only after the required building structural Work has been completed in areas where the Work is to be installed. 1. Install hangers, supports, clamps, and attachments to support piping and equipment properly from the building structure. Use no wire or perforated metal to support piping, and no supports from other piping or equipment. B. Provisions for Movement: 1. Install hangers and supports so that equipment and ductwork live and dead loading and stresses from movement will not be transmitted to connected equipment. Clean Water Services 15090 - 2 Project 6312 Electrical Room 5020 Cooling System Replacement November 15, 2006 Contract Documents Supports and Anchors I - • C. Corrosion Resistance: All hardware, threaded rod, cables, washers, anchors, etc. shall be stainless steel. Turnbuckles, clevis, angles, brackets, clamps, strut, etc. shall be hot dipped galvanized. Where hot dip galvanized materials are cut, apply cold galvanizing compound. Cadmium plating may not be substituted for galvanizing. D. Adjust hangers and supports to bring supported items to proper levels and elevations. E. Provide all necessary structural attachments such as anchors, beam clamps, hanger flanges and brackets in accordance with MSS SP -69. Attachments to beams wherever possible. Supports suspended from other piping, equipment, metal decking, etc., are not acceptable. F. Installation of drilled -in concrete anchors shall comply with the manufacturers instructions for working load, depth of embedment, and spacing between anchors and from the edge of the slab. 3.2 EQUIPMENT RESTRAINTS A. Systems and equipment shall be anchored to resist displacement, including sliding, swinging, and overturning due to seismic forces. Friction due to equipment weight shall not be considered as anchorage. Provide design calculations and details of restraint systems signed and sealed by a professional engineer licensed in the state of Oregon. B. Seismic restraint system components shall be approved by the Oregon Office of Statewide Health Planning and Development (OSHPD) for fixed equipment anchorages. Acceptable manufacturers: Amber/Booth, Mason Industries, Tolco, or approved. L END OF SECTION I -- I Clean Water Services 15090 - 3 Project 6312 Electrical Room 5020 Cooling System Replacement November 15, 2006 Contract Documents Supports and Anchors SECTION 15850 AIR HANDLING PART 1 — GENERAL 1.1 DESCRIPTION A. Provide Air Handling and Heating Equipment as specified herein and shown on the Drawings. B. Equipment capacity and size as indicated in the equipment lists on the Drawings. 1.2 QUALITY ASSURANCE A. Air Handling Equipment: Rated in accordance with AMCA certified rating procedures and AMCA labeled. B. Air Conditioning and Refrigeration Equipment Rating: Rated in accordance with ART certified rating procedures and AMCA labeled. C. Codes: Comply with applicable sections of the State Mechanical Specialty Code. D. Field Wiring: Comply with requirements of Section 15050, Article 1.2, paragraph E D, Field Wiring. PART 2 - PRODUCTS 2.1 LARGE PACKAGED HVAC EQUIPMENT A. Packaged Pad Mounted Cooling and VentilatingUnit: 1. Manufacturers: Standard catalogue item with options specified. Unit shall be completely factory assembled, piped, wired, charged with refrigerant and compressor oil, and run tested. Unit shall be rated in accordance with ARI standard 360 and be UL listed. Trane, or approved substitute. 2. Casing: Unit shall be specifically designed for outdoor installation. Cabinet panels will be zinc coated, phosphatized, and painted with oven dried enamel paint meeting a 500 hour salt spray test per ASTM B117. Air tunnel including floor and roof to have 1" thick thermal and acoustic insulation. All exposed hardware to be stainless steel or hot dip galvanized. Roof pitched for drainage. Unit structural base with 14 gauge formed lugs. Hinged rails with lugs. Hinged and gasketed double wall access doors for service. Mount unit on leveled factory furnished steel support curb with ductwork and electrical connections brought up through the slab within the curb. Provide duct smoke detector in return air path. Clean Water Services 15850 - l Project 6312 Electrical Room 5020 Cooling System Replacement November 20, 2006 Contract Documents Air Handling 3. Supply Fan Section: Commercial class air condition duty, DWDI, forward curved belt driven dynamically balanced centrifugal air supply fan. Fan shaft shall be mounted in greaseable pillow block bearing designed for 200,000 hours average life and will operate below the first critical speed. Fan and motor mounted on a common base supported on 2" deflection spring isolators with seismic snubbers. Premium efficiency motor with greasable bearings mounted on slide base. Fan drive to include fixed sheaves on motor and fan shaft. Drive to include a minimum of 3 belts and rated for 150% of the motor horsepower. 4. Heating Section: No heating section included. 5. Compressors: Multiple scroll compressors direct driven at 3600 rpm with oil pump, oil sight glass, oil charging port, and crankcase heaters. 6. Refrigerant circuits: Minimum of 2 independent circuits. Circuits shall include suction, discharge, and liquid service valves, replaceable core filter driers, sight glass, high and low pressure cutouts, and refrigerant receiver. System shall utilize an HFC refrigerant. 7. Condensing section: Copper tube aluminum fin condensing coil with independent circuits for each refrigerant circuit with subcooling sections. Coil shall be coated for resistance to corrosive environments. Condenser fans with direct drive 3 phase ball bearing motors with internal overload protection. 8. Evaporator coil: Copper tube aluminum fin coil with corrosion resistant coating. Include thermostatic expansion valves, freezestat, and stainless steel sloped condensate drain pan. 9. Filter Rack: Galvanized steel filter rack for 12" deep carbon adsorber cartridge filters with 2" prefilters as subsequently specified. 10. Exhaust Fan: Commercial class air condition duty, DWDI, forward curved belt driven dynamically balanced centrifugal fan. Fan shaft shall be mounted in greaseable pillow block bearing designed for 200,000 hours average life and will operate below the first critical speed. Fan and motor mounted on a common base supported on 2" deflection spring isolators with seismic snubbers. Premium efficiency motor with greasable bearings mounted on slide base. Fan drive to include fixed sheaves on motor and fan shaft. Drive rated for 150% of the motor horsepower. f 11. Variable Air Volume system: Provide factory installed and wired variable frequency drives for both the supply and exhaust fans. Drives shall include a manual bypass with Drive/Off/Bypass switch and be UL 508C listed. 12. Economizer: 100% economizer section with low leak modulating spring return intake and discharge dampers with minimum ventilation position adjustment and intake rainhood and prefilter. Mechanical cooling shall be available when economizer is operating. Differential enthalpy controller and high enthalpy lockout. 13. Unit wiring: Unit shall be completely wired for a single point power connection including main disconnect switch and ground fault protected convenience outlet with transformer and disconnect. Color coded unit wiring schematic laminated to inside of control panel door. 14. Controls: Manufacturers standard microprocessor unit controller completely prewired and tested with the exception of space sensors to be field mounted and wired. Controller includes input keypad and English language display for adjusting setpoints, trouble shooting, and viewing operating parameters. Controls shall accomplish the following sequences: Clean Water Services /5850 - 2 Project 6312 Electrical Room 5020 Cooling System Replacement November 20, 2006 Contract Documents Arr Handling a. Space temperature control, 110 setback required. Provide averaging setpoint space sensors. b. Staging and alternating of compressors to meet load and equalize run times. c. Variable volume supply fan control in both mechanical cooling and economizer cycle to minimize fan energy use while meeting space cooling demand. The conditioned space is a single zone room without VAV boxes. d. Exhaust fan building pressure control with space pressure sensor. e. Control of economizer cycle to minimize use of mechanical cooling. f. Digital control signal outputs shall be provided for low airflow, unit running, duct detector alarm, and general failure. An analog output signal shall be provided for discharge air temperature. ( PART 3 - EXECUTION 3.1 INSTALLATION A. Install and arrange equipment as shown on the Drawings and as recommended by the equipment manufacturer. 3.2 PAD MOUNTED EQUIPMENT INSTALLATION _ A. All pad mounted mechanical equipment shall be supported and seismically ( anchored on levelled curbs. Minimum curb height shall be 8 ". B. Make all piping, electrical and duct penetrations for the equipment within the curb 1 unless shown otherwise on the Drawings. 3.3 AIR HANDLING INSTALLATION . A. Installation and Arrangement: Air handling equipment shall be installed and arranged as shown on the Drawings. Comply with the manufacturer's • recommendations for installation connection and start-up. B. Lubrication: All moving and rotating parts shall be lubricated in accordance with the manufacturer's recommendations prior to start -up. C. Filters: Specified filters shall be installed in supply units prior to start-up. 3.4 SMOKE DETECTOR INSTALLATION A. Provide duct - mounted smoke detectors at air handling units in accordance with Code requirements. B. Where detectors are mounted in a concealed location, provide remote indicating panel located as directed. Clean Water Services 15850 - 3 Project 6312 Electrical Room 5020 Cooling System Replacement November 20, 2006 Contract Documents Air Handling 3.5 CONTROLS A. Wiring: All wiring shall be in accordance with the National Electrical Code and local electrical codes. All control wiring shall be installed in galvanized rigid conduit where located indoors above grade. Cable may be run in existing cable trays. Buried and outdoor conduit shall be PVC coated GRC. Minimum conduit size is 3/4 ". B. Control wire for discrete (digital) signals shall be 10 conductor #14 gauge tray cable. Control wire for analog signals shall be 18 gauge twisted shielded pair cable. END OF SECTION l • Clean Water Services 15850 - 4 Project 6312 Electrical Room 5020 Cooling System Replacement November 20, 2006 Contract Documents Air Handling H SECTION 15880 AIR DISTRIBUTION PART 1 - GENERAL 1.1 DESCRIPTION A. Provide Air Distribution Equipment as specified herein and as shown on the Drawings. B. Equipment capacity and size shall be as indicated on the Drawings. ( 1.2 QUALITY ASSURANCE A. Air Handling Equipment Rating: In accordance with AMCA certified rating procedures and bearing the AMCA label. B. Ductwork: Comply with requirements of Chapter 6 of the Oregon State Mechanical Specialty Code. C. Field Wiring: Comply with requirements of Section 15050 , Article 1.2, paragraph D, Field Wiring. L PART 2 - PRODUCTS 2.1 SHEET METAL A. Quality Assurance: Galvanized steel sheet metal except where otherwise (-7-- ; indicated. Metal gauges, joints and reinforcement in accordance with Mechanical Code, ASHRAE and SMACNA standards. Ductwork shall be fabricated to the following pressure classifications: 1. Return and exhaust ducts: 1" negative. ( 2. Supply ducts from fan discharge to diffuser: 2" positive. B. Duct Joints for Sheet Metal Ducts: At CONTRACTOR'S option, "Ductmate t System" by Ductmate Industries, Inc., for making transverse rectangular duct joints. Ward Duct Connectors, Inc., Mez Industries, or acceptable substitute. Spiramir self sealing round duct connector system meeting Class 3 leakage I_ standards with EPDM o -ring seal. C. Exposed to View Spiral Seam Duct: Round and flat oval spiral seam duct shall be manufactured of galvanized steel sheet metal with spiral lock seam. Sizes up to ( 36" diameter or 36" wide shall be 22 gauge; sizes over 36" shall be 20 gauge. Reinforcement or bracing shall be as detailed on the Drawings. Matching fittings shall be manufactured of galvanized steel with tack or spot welded and sealed • I seams. Fittings up to 36" diameter or width shall be 20 gauge, fittings larger than 36" shall be 18 gauge. I Clean Water Services 15880 - 1 Project 6312 Electrical Room 5020 Cooling System Replacement November 15, 2006 Contract Documents Air Distribution 1 2.2 ACCESSORIES A. Manual Volume Dampers: Construct of material two gauges heavier than duct in which installed; single plate up to 12" wide; multiple over 12" wide. Hem both edges 1/2" and flange sides 1/2 ". Use Young, Duro -Dyne, MAT, or accepted substitute damper accessories. Young numbers are shown. 1. No. 605 bearing set with No. 403 regulator for dampers up to 24" long. 2. For dampers over 24" long use No. 660 3/8" rod, No. 656 end bearing and No. 403 regulator. Location of all volume dampers is not necessarily shown on Drawings; minimum required is one in each supply, return or exhaust main and one in each branch. B. Access Doors In Sheet Metal Work: 1. Hollow core double construction of same or heavier gauge material as duct in which installed. Use no door smaller than 12" by 12" for simple manual access or smaller than 18" by 24" where personnel must pass through infrequently. Use 24" by 60" minimum for filters and more frequent maintenance. Use Ventlok or accepted substitute hinges and latches on all doors. a. 100 series hinges and latches on low pressure system doors up to 18" maximum dimension. b. 200 series on larger low pressure system doors and 333 series on high pressure systems. 2. Construct doors up to 18" maximum dimension with 1" overlap, fury and gasket with 3/4" by 1/8" sponge rubber. Fit larger doors against 1 -1/2" by 1/8" or angle frame and gasket with 3/4" by 1/8" sponge rubber or felt. C. Splitter Dampers: Same specification as manual volume dampers except blade dimension in direction of air flow to be minimum 12" in all cases. Location as shown on Drawings. Splitter damper operators shall be as shown in SMACNA _ Low Velocity Duct Manual. i D. Opposed Blade Volume Damper: Install opposed blade volume damper in each zone supply duct on discharge of multi -zone units and where indicated on Drawings. Young No. 817 or accepted substitute. E. Flexible Connections: Neoprene impregnated fiberglass connection. Ventglass, Duro -Dyne, or accepted substitute. 2.3 GRILLES, REGISTERS AND DIFFUSERS A. Description: Provide grilles, registers and diffusers as shown on the Drawings. B. Finishes: 1. Aluminum: Anodized clear finish unless indicated otherwise. Clean Water Services 15880 - 2 Project 6312 Electrical Room 5020 Cooling System Replacement November 15, 2006 Contract Documents Air Distribution C. Manufacturers: Carnes, Krueger, Titus, Price, and Tuttle & Bailey are accepted substitutes where only Titus model numbers are listed. Where other manufacturer's products are listed and /or "accepted substitute" is indicated, only the products or an accepted substitute for that item shall be provided. D. Heavy Duty, Fixed Bars Return Grille: All aluminum construction with heavy 13 or 14 gauge, fixed round edge horizontal face bars at 1/2 on centers, set at 0 degrees and reinforced every 6" to 8 ". E. Round Ceiling Diffuser: Aluminum construction with 3 cones with 2 adjustment positions. Round neck for exposed mounting to stub duct with butterfly or opposed blade neck damper. 2.5 AIR FILTERS A. Disposable Media, 30% Efficient Filters: 1. Disposable, preformed media, pleated 2" thick extended surface type. Average ASHRAE test efficiency of 30% or greater with initial pressure drop across the clean filter bank not exceeding 0.3" wg when operating at full rated filter capacity. The filter media shall have an Underwriters Laboratories Class II listing. 2. Farr 30/30, Airguard DP2 -40, Eco -Air C35 and American Air Filter Type AM -AIR 300X or approved substitute. B. Cartridge Type, Gas Adsorber Filters: 1. Filters shall be disposable, prefilled, V arrangement cartridge type with gas filtration media specially selected for the application. Average removal efficiency of 99% or greater with initial pressure drop across the clean filter bank not exceeding 0.40" wg when operating at full rated filter capacity. 24" x 24" x 12" cartridge size with minimum 1" filter media bed depth with a total media weight of not less than 25 pounds. The filter media shall have an Underwriters Laboratories Class II listing. Filters shall be shipped in airtight packaging. 2. Purafil "Ultrapur ", Flanders "Superflow -VC ", or approved substitute. PART 3 - EXECUTION 3.1 EQUIPMENT INSTALLATION A. Air Handling Equipment Installation and Arrangement: Install and arrange as shown on Drawings. Comply with the manufacturer's recommendations for installation, connection, and start -up. B. Equipment Access Panels: Locate free of all obstructions such as ceiling bars, electrical conduit, lights, ductwork, etc. C. Filters: Install specified filters in supply units and systems prior to start -up. Clean Water Services 15880 - 3 Project 6312 Electrical Room 5020 Cooling System Replacement November 15, 2006 Contract Documents Air Distribution 3.2 INSTALLATION OF GRILLES, REGISTERS AND DIFFUSERS A. Size and air handling characteristics shall be as shown on the Drawings. B. Locate, arrange, and install grilles, registers and diffusers as shown on the Drawings. 3.3 DUCTWORK INSTALLATION A. Support: Install ductwork with 1" wide strap cradle hangers not more than 8' on centers or as required by code. Attach to available building construction according to good practices for materials involved. B. Fan and Air Handling Unit Flexible Connections: Install neoprene impregnated fiberglass connections in ductwork at all rotating equipment. Ventglass, Duro- Dyne or accepted substitute. C. Elbows and Fittings: Construct elbows with throat radius equal to duct width in plane of turn or make them square and provide double wall, air foil turning vanes. D. Fittings: Make transitions and take -offs as shown on Drawings. Provide volume dampers and splitter dampers as indicated on Drawings and as specified. Saddle tees are not allowed. E. Manual Volume Dampers: Location of all volume dampers are not necessarily shown on the Drawings. Provide a minimum of one volume damper in each supply, return or exhaust branch. (-• 3.8 NEW DUCTWORK CLEANING A. Store all ductwork materials on pallets or above grade, protected from weather, dirt/mud and other construction dust. B. Remove all accumulated dust, dirt, etc. from each duct section as it is being �— installed. C. Prior to installation of diffusers, grilles and registers, install specified system filters and cover all diffuser, grille and register openings with temporary 25% efficiency filter materials and start the fan systems. Operate fans a minimum of 8 hours. Remove all temporary filters at the end of that period. D. Clean all diffusers, grilles and registers just prior to project final completion. END OF SECTION Clean Water Services 15880 - 4 Project 63/2 Electrical Room 5020 Cooling System Replacement November 15, 2006 Contract Documents Air Distribution SECTION 15990 TESTING, ADJUSTING AND BALANCING PART 1 - GENERAL 1.1 DESCRIPTION A. Work Included: After completion of the work of installation, test and regulate all components of the new heating, air conditioning and ventilating systems to verify ( air volumes and heating - cooling flow rates indicated on the Drawings. B. Balancing Organization: ( 1. Balancing of the Heating and Air Conditioning Systems: Performed by a firm providing this service established in the State of Oregon. 2. Provide all necessary personnel, equipment, and services. 1.2 QUALITY ASSURANCE A. Balancing of the Heating and Air Conditioning Systems: CONTRACTOR shall be a current member of NEBB or AABC specializing in the adjusting and balancing of systems specified with a minimum of 10 years documented experience. B. Testing, adjusting, and balancing shall be performed under direct field supervision of a Certified NEBB Supervisor or a Certified AABC Supervisor. 1.3 SUBMITTALS A. Balancing Data: Include the following minimum information in the Operation and Maintenance Data, as specified in Section 15050. 1. Names of personnel performing the balancing. 2. Dates balancing was performed. 3. List of balancing instruments utilized. 4. Weather conditions at the time of the test. 5. Mechanical system descriptions. 6. All motor nameplate voltages, amps, rpm, efficiency, etc, and starter and overload protective device sizes. 7. Motor operating voltage, amps, and rpm. Motors shall include supply fan, exhaust fan, condenser fans, and compressors. 8. Baseline vibration levels for all rotating components including motor and { fan bearings and compressors. 9. Fan cfm, rpm, operating static pressures, driven and motor sheave data, belt sizes, and all drive changes necessitated to obtain design capacities. Indicate operating frequency of VFD's to achieve design capacity. 10. All supply, return and exhaust air outlet cfm readings. 11. Cooling coil refrigerant suction temperature and entering and leaving air temperatures on full cooling. Clean Water Services 15990 - 1 Project 6312 Electrical Room 5020 Cooling System Replacement October 24, 2006 Contract Documents Testing, Adjusting and Balancing 12. Power Exhaust fan settings —(room static pressure setting). 13. Provide a statement indicating that the operation of the economizer, mixing, and exhaust dampers have been calibrated and are operating properly. 1.4 DETAILED REQUIREMENTS A. Adjusting and Balancing: 1. Prior to beginning the balancing work, obtain from the Engineer the latest version of the mechanical drawings including addenda, revisions, change orders, etc. 2. Adjust and balance all portions of the mechanical systems to produce indicated results within limits of minus 5 or plus 10 percent or as subsequently directed by the Engineer. 3. Set power exhaust fans to operate as shown on drawings and set power exhaust fan pressure controls as shown on drawing. END OF SECTION Clean Water Services /5990 - 2 Project 6312 Electrical Room 5020 Cooling System Replacement October 24, 2006 Contract Documents Testing, Adjusting and Balancing 1 r `�'. 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J I . I- • : 1 1 ' �/ - - � — T 1,'r/ - I I I ' t . �1 i j l -J `- 1 + 7 ' ? t Y i 1 I '1 - - ,. a / �` nJ � I � r� y •' .....-,----4 ,,. T—_ i ce ' • : ^ �1 7 NOVEMBER 2006 -L.__ 205,: .-., _ 7- -- , -�i -= 1 - ,� • .1 � ! ! � i_ i i " ce � DURHAM; _ ! �.�.�.,. --! : Ills <__ - . - 1 — i t - l � Z. , 110. ' 1 z• L i / I mo ^ � Jl.f'JUUL KVAU 1 I. J " -.� - - l f • ' . 1: 'r: { . 7 3UR R s ,S ,• I .'4C! • • -- _ _ I _ _r I_ -f 11 f., n .., :f :-g i d E 'SV E .— .— .— .— •— .— . —. —. 1 r �= r � � __ oa ALATIN O >I —. r em _ • Pl;11L1-�i' ON I I 1 _ � i �, 1 _ , _ 1 . i �L ^ ` �I } _ } � A M f1 e l' ■ I ® 1 ,1 a na= su T_ — �_L �. J — � —t. i o A CHE �� L I y '_ CI1 �1�1 ` 1 1��'— /� t~� 1 __ ______ -F=. -- -=-,", , I — i t `� lulu l i f :LT:, _ _I -I -I I .'5.7..; ,� ;. I i t �., i , ' C--. _ _ _ i -. l i ' "A I: e \ I —. —. pl o t ; I I .. -.., ,� Lt_ " / six L • 1.1 • I I ■ .- - J ui I 2' RI : 1: (!) L '5 \ , '" /,' • - -.... \ H= • ()WO? S I ; 111) 1 _.__ " �� \ Drawing Index m i•vv1 co "AREA OF W ORK' =UILDI ••�.• 5020 ELECTRICA. � I 42; ' l / ROOM 1 �� O 1 1 1 DRAWING NO DRAWING DESCRIPTION •\ a 4 F.. , 4 �� / CONTRACTOR / \ = •� �������: 1 ;AGINGAR!1 / / I G00 TITLE SHEET, LOCATION MAP, & DRAWING INDEX ` � 0 y ••••• ` �� Si EXTERIOR SLAB 8 TUNNEL • 1 ry r / • ce S2 lI TUNNEL SECTIONS /....7,49'4.4, ' �oc - e 1 A / $ S3 TUNNEL DETAILS +�P �G �•'•� aR 0 1 , P-.).„...„,,A, T 1 M 2 ME1 MECHANICAL / ELECTRICAL FLOOR PLAN • . ` 4 • I - = \ 4 M2 MECHANICAL DETAILS • DURHAMAfP -SITE PLAN WVV • SCALE 1" = 140' -0" ;r DRN ANV :,` 08/25/06 PROI NAM! SHEET TITLE 9NEET OF DWG DURHAM AWWTP GENERAL • MN. DING0 Goo � C _ ELECTRICAL ROOM 5020 ate. 11/22/06 THIS BAR IS ONE INCH a' can `jy atrr 'JCIVl'Ces GOO COOLING SYSTEM TITLE SHEET, CAD 8362DM951G00 WHENDRAWINGISFULL , LOCATION MAP, PLC. SCALE Out eommttmeut 4 de x. I APR" NC SCALE NA REPLACEMENT & DRAWING INDEX r,,,5 REV 0 DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy Hillsboro, Oregon 5712} 4379 PROs 0- 1007.8362 -02 MR STAMP ■ `• �� r. • MECH DUCT 01 0 GENERAL NOTES 03 0 CONCRETE �E�ED PRtlfff STRUCTURAL NOTES t• 4')' lac •• EXISTING r - 2' -1' i BUILDING 1. These notes set minimum standards for construction. The drawings govem 1. Strength: Average concrete strength as determined by job cast, lab cured ASSUMED 4'-6' 12' -6' 4' -0' over the Structural Notes to the extent shown. cylinder shall be 3500 psi at 28 days plus increase depending upon the plant's T.O.P =168.5' , n 2. Contractor shall verify all dimensions and conditions on drawing° and In field. standard deviation es specified in ACI 318. Four (4) test cylinders meeting IBC .. � �, %, 7 ///////,/l///���� r ✓,// //,,,/// //// / // „/ Coordinate locations of openings through slab and walla with mechanical and Section 1905 6 shall be taken at each pour. One (1) cylinder shall be tested at 1 MOM I I electrical plans. Contractor Is responsible for modifying dimensions and 7 days and three (3) cylinders shall be tested at 28 days. Test reports are to E XISTING g 1 � 1 I 1 1 I 1 m crm • 413 g adjusti details If a different mechanical unit is provided from the one specified. include minimum and maximum cum box temperatures. 4 8' CURB 1 I 1 1C T.O.F=183.1T 1 Notify owner's representative of any discrepancies. MINIMUM Mix Requirements: ; P t STEP FTG I 1 I 1 3. Construction means, methods and all necessary temporary support prior to a. Cement content per yard: Five (5) sacks except. / 11 I S2 T.O F..162.17' Iiir completion of vertical and lateral load systems is the sole responsibility of the b. Maximum water /cement ratio: 0.55 for non -sir entrained concrete; 0.48 for -} _ L -- l{- V- 1 -1 - - - -F - 1 ip contractor. elrenlralned concrete. _ } I _ _ __I�_ _ ___ I 4 Complying with all safety and OSHA requirements Is the sole responsibility of C. Design slump: Minimum 3', maximum 9". Field variation from design slump o 0 - '1 I -- -- t1- -- II - I - 1 - - -- ' 1 1 16' FTG ON the contractor. +1/2 inch to -1 Inch. When concrete Is to be pumped add plasUclzors and w 1 1 13' -0 X 1 I (3) SIDES 5. Whare reference is made to ASTM, AISC, ACI or other standards, the latest provide a new mix design to Increase slump to a pumpable mix. Do not add 0 I 1 I OF SLAB • issue at the building permit date shall apply. water at the Jobslte unless authorized by the concrete supplier. I r U 6. All work shall be in compliance with the 'international Building Code' (IBC) as d. Air Entrainment Per ACI at all exterior slabs and flat work. n ® I I I I FI ELEV I ,, 1 I T.O.F: 182.1 T I amended by all other state and local codas, permits, end building department 9. Admix: W ater reducing admix (Pouoltth/Polyheod/Rheobulld or equal). q • -LOPE I 1 164.75' requirements that apply. Calcium chloride and chloride salts shall not be used. 4. i� i &- _ j J__ _Jy_ F 1 SLO , I I I I I I I AM 7. Do not scale Information from drawings. 2. Place end cure all concrete per AC1 codes and standards. I 1 3. Sleeves, pipes or conduits of aluminum shall not be embedded in structural l ,- I g I 11 1 NW concrete unless effectively coated. " I t. , , ___ J tj® r " �'. 1 I 8' CO SLAB W/ #4 m n �� 02.0 FOUNDATIONS 4, Provide plywood or steel forms for concrete work to produce smooth, straight ` 1 ® L I . J r Q 24' O.C. EACH WAY ! n c I and level surfaces. Patch and/or sack vertical surfaces smooth where I 1 2' CLR TOP i N - ` :- Ot ; W 1. Design soli pressure Is assumed to be 1500 pet. waterproofing Ia to be applied. w iii. 1 1 2. All footings shall bear on firm, undisturbed soli or approved compacted fill. 5. Finish for the exposed concrete slab Is to be steel toweled then tight broom. o F / � 13' -0' ail 1 I I o 7 .4 N m r, U Footings shall bear at 8 minimum of 16 inches below final grade. Remove ,n --iO J .1 1 / MOW p TING z � 13 all organic material or soft areas In footing excavations and provide .,---I\ _ __ i 4" to 3/4' rode per section 02.2. Provide and Install . Provide and install 03.1 REINFORCING (CONCRETE) _ s .c U o o Q I structural fin as necessary. Not owners representative before proceeding T.O.F =182.17' \ if soft soils or unusual conditions aro encountered In the footing excavation°. 1. All reinforcing steel shall be ASTM A615, Grade 60. Ak STEP F G . 1 ` MOW STRIP O II NATE ALIGNMENT WITH 3. Do not excavate closer than a 2:1 slope below footings. 2. Reinforcing to be welded shall be ASTM A706, Grade 60. Tack welding of ® T.O.F =183.1 7' NO ' • 4. Use smooth edged badchoa bucket without teeth to excavate footing trenches, rebar Is not permitted. and dean all footing excavations of loose matenal by hand. 3. Fabricate and Install reinforcing steel according to ACI 315, Details and EXISTING MANHOLE t 5. Excavations may bo made under continuous footings for pipes. Back fill with Detailing of Concrete Reinforcement 314-Inch minus crushed rock compacted in 8-inch rifts to 95 percent modified 4. Provide dowels from footings to match all vertical wall, pilaster, and column Proctor maximum dry density per ASTM DI557 or AASHTO T -180. reinforcing. Lap 45 diameters or 7 -0' minimum unless otherwise Indicated. 5. Lap all bars in intersecting footings 7 -0' or 45 diameters, whichever is greater. 513/16' o J 021 CLEARING AND EXCAVATION 8. Splices In wall and footing reinforcing shall be lapped 45 diameters or 7 -0', T-8 3118' 11'-8 5/16' Y3' •,( whichever Is greater, and shag be staggered at least 4 feet at alternate bars. L9 W I 1. The contractor shall be responsible to comply with all erosion and sediment 7. Provide 45 bar diameter or 7 -0' x 2' -0' minimum comer bare to match {�� EO 30' -21/2' f -EOM O Z control measures in accordance with local State and Federal regulations . horizontal reinforcing in walls at all comers and intersections. 38' -6' r20' -0't / z Y 2. The boundaries of the Bearing limits shall be roughly 20 feat beyond the VVVVIIII D To new concrete slab and shall be coordinated with Clean Water services. ® SLAB PLAN M M During the construction period, no disturbance beyond the dewing limits 03.3 CONCRETE ANCHORS j W I- c p° shall be permitted unless approved by Clean Water seMcea. 1/4" = 1'-0" I 3. Trees and shrubs within the construction limits shall be removed by Clean 1. Epoxy Anchors: HIIU HY -150, Powers RAWL Power -Fast (Std. set), Simpson ET or SET. � O fn I- CI a_ Water Services. a. Unless noted, Install threaded A36 rode into clean, dry holes to embed v) Z Z a v 4. Corals all underground utilities prior to beginning excavation. depth as shown on drawings. If rods are not fully embedded in concrete CONSTRUCTION OBSERVATION, INSPECTION AND TESTING J 0 M Q 5. Excavations and sewer trenches shall be properly shored and braced to use stainless steel. Comply with manufacturer's ICC-ES report for hole prevent caving. Contractor shall be solely responsibly for complying with diameter. If embed depths are not shown, use manufacturers minimum 05.3 COMPOSITE STEEL DECKING A GENERAL Q Z fJ CO ( cu all OSHA State, City of Tigard, eta regulations. depths. FlII hole with enough epoxy to fill ell void epaose end Insert rod U O Q Q O 6. Contractor shall remove all excess excavation material from the site which with dodkwise twisting motion. 1. Decking to be'B'type 1 % inch deep x 18 gauge galvanized composite steel 1. Independent testing lab to be retained by owner to provide Inspections and o J J N is not to be reused for this project. b. Do n place when epoxy or concrete is less the 50 degrees Fahrenheit, meeting ASTM M53 grade 50, G80 zinc coated with 1= 0.216 & S = 0235. special inspection as described herein. U W N • 7. Comply with footing excavations requirements in Section 02.0. unless special produce for cold weather are used. 2. Button punch or Bum side seams at 18 inches on center maximum. Weld at 2. Contractor Ls responsible to coordinate and provide on site access to all c. Do not cut main reinforcing or break out back surface when drilling holes. locations shown meeting AWS DI.3. required inspections and nobfy testing lab in time to make such inspections. U O 1:e .- 2. Expansion Anchors: Stainless Steel HIM Kwik Bolt -II, Power RAWLStud, 3. Place concrete over metal deck with care to avoiding Impact by dropping or 3. Do not cover work required to be Inspected prior to inspection being made. Ill N X (- 3 022 BACKFILL Ramat/Red Head Trubolts or Simpson Wedge M. dumping. Do not load decking with construction loads over 20 psf uniform load If work Is covered, uncover as necessary. W 0 Q v a. Full bearing contact for 3-inch minimum around each anchor must be while placing concrete. - n 1. Fill material shall consist of 2 Inch minus crushed rock with leas than 5% provided between the face of concrete and the anchored assembly. kn passing the #P200 sieve. Fill excavations up to 8 inches below final grade. Provide non - shrink grout and pack as required to eliminate all void spaces B. GENERAL 1- 9 Placa fill in lifts not to exceed 8 Inches and compact to 95 percent modified between face of concrete and the anchored assembly. 07.0 WATERPROOFING, WATERSTOP AND CAULKING Proctor maximum dry density determined In accordance with ASTM D1557 b. Do not cut main reinforcing or breakout back surface when drilling holes. 1. Required special Inspections shall be performed by an independent special X 0 t c (or AASHTO T -180). c. Provide 3 -inch diameter x 3/18-inch plate washers for expansion anchors 1. Provide 4 inch Burka type 0318 -4 waterstop at all wall to footing and sump pit Inspector per Chapter 1700 of the (OSSC) for the following: W c 2. The final 8 inches of top soil shall be provided and Installed by Clean Water in contact with wood. construction joints. a. Welding: Q Fc SeMcee 1 2 Coat all tunnel walls and roof slab with Koppers towel on Hydroshield Mastic 1. Visually Inspect aU structural field and shop welding. v 3. Base material Immediately under the concrete slab and footings shall be 451 at the rate if 2 gals per 100 sqr. feet Patch voids and rock pockets In The special inspector need not be continuously present during welding, ' clean 3/4 -Inch minus crushed rock compacted to at least 95 percent 05.0 STRUCTURAL AND MISCELLANEOUS STEEL concrete surface and followed by a coat of Koppers primer 452 at the rate of provided the materials, qualifications of welding procedures and welders ra f .5 modified Proctor maximum dry density In accordance with ASTM D1557 'y.. to Y gal per 100 sqr. feet prior to applying waterproofing. are verified prior and a visual Inspection of all welds is made after or AASHTO T -180. Provide 6" under slab and 4' under footing. 1. Detailing, fabrication and erection shall conform to the Steel Construction 3. Provide Dow Coming 790 silicone sealant with a atyrofoam rod 1 4 times completion of welding. o Manual of AISC. large In dia. that the joint where shown to receive rod and sealant. i1. The Inspector shall verify welder qualifications, WPS, welding process, • v 2. The contractor shall be solely responsible for all OSHA requirements for safety 4. Hydrophilic Water Stop: electrode, and assembly configuration. w 02.2 UTILITIES and erection including, but not limited to, erection bolts, bracing, fall protection, a. Green Streak plastic products Hydra:Re CJ- 1020 -2K with Leakmastor LV -1 b. Epoxy and expansion anchors: fl I w D Y o guard rails, etc. adhesive and sealant or, I. Inspect diameter, depth end cleanliness of the hole. Co 1. Solid drain Ines and fitting shall be ABS schedule 40. 3. All steel to be ASTM A36. b. Ariake Ultra Seal MC- 2010MN with 3M -2141 adhesive and P -201 sealant fl. Observe Installation of the epoxy per manufacturers recommendation. ✓ 2. Four (4) inch perforated drain pipe shall be provided adjacent to base of all 4. AU threaded rods shag be ASTM A36. III. Tightening torque for expansion anchors 140 c. eawM 6 b(Sa. N*y, cob n^ U tunnel walls meeting ASTM D2729. Provide continuous filter fabric 5. A soc Cover. Welded Joint Standards. U welds shall be made by Pre - qualified Welders to AWS Pre - qualified , ' . ® c . Concrete: r sm ,,, o-am ' a,a m I. Verify reinforcing etas, grade end placement for structural elements. ,„ M , aNm^ in 3. Provide a ABS backwater value In each tunnel sump pit. Valve to be similar a. Prior to beginning and during welding, all requirements of the'Special 4 Oil f, U. Welding of reinfordng. n- -, ,. t. 10 ASME A112.14.1, horizontal type; with ABS body, removable cover and Inspection' section of these notes shall be met -. \v C I N,( v� iii. l. Inspect elm, length, hook and Ue. • ( D swing check vacua with gasket b. Electrodes shall be 70ksi which am compatible with the base material, .. + �' 0 0 4. Meet all plumbing codes and pressure test fi when required by the jurisdiction. welding process and position. Provide low hydrogen electrodes for SMAW. 'P 2. The special inspector shall provide a copy of their report to the owner, structural -°0 5. Remove any large stone or hard matter from around pipes that could damage c. GMAW field welding not allowed. GMAW shop welding using short - �� 6 - engineer, contractor, and building official. U drain piping and baclkfill under, along aide and 8 inches over pipes with well circuiting transfer is not allowed. `i E graded dean sand. d. Unless otherwise noted on drawings, provide AISC minimum weld saes ( for all welded joints. i / • L rs 8. Bolts shall be A307 unless otherwise noted. Provide standard plate washers OREGON 02.3 LANDSCAPING under all bolt heads and nuts. L. ,D 1. Landscaping and rotation shall be provided by Clean Water Services after \-• ( o completion of the project except approximately 80 feet of mow strip shall be P Si o installed by the contractor. The mow strip location shown on the drawing Is A ° approximate and the final layout is to be coordinated with Clean Water Services a prior to forming. i, .S: 14 d8 OF ( I 1 • • • • • ■> . IP PUFF otwit . 47 4 + • S 1 ,, ,. # s PR 0/6- 1 Ai ,E, cre 1 clik ASSUMED 168.50' ° I'' CORNER OF BLDG • _ SEE PLAN •. ..4 -r• , ,! ,,,1 ,,- ' 6 *i. 0 i 70, 9 " • I COMB ••••••31 I , • 1 HOOK AT 'N ?? „ illr .., • - VERTICALS OREGON - 4' 1 1/2' CLR TOP 184.75' FIN ELEI) el 5 - , I OF SLAB ‘'' ;•'? Ll ' 53 ffi ‘• 8' • 8' 1) 'II 10 4 Z' - Z , > ' ' ' T-83/16 re ', 0 1 Y 17,Nq' P IIIWAIMIIIMIPS - 1 r.3 , . • i ' • .. . ,_ ., ,.... _ ..,:.:: . _ I., -. tt.... , ..- .__-,,. _ ---- I - .. .- . ' ' %- 1$ _ I I ' -,_ ' r•----- -- 1 r- ---,,-,- - -- A. I ----t,..7,1---. Eiyit,..12At2 I ' .:017;t:51W4kit• \ e ----- - --I IIIIII1 i ::;:::" -:. 1 .v1 z 1 ,•••.::: • ' 1 WATERPROOF TOP ';%:_.1,1 -68 EXPIE*griT6-Iti-24 . I r--- WW1 di & SIDES OF TUNNEL - .OM FOR WALL REINFORCING I MA 1 LTJ 2 s q . , 'F a% •-,...,,,IfaRtt--,aft-2 I 0 F ;14 0 g • , ...1,....y.i.-.4.1.-A , . SEE Ani - g - "II ,.. , fir Ark , 2 liy #5 @ 12" 0.C. : ;2? lo VERTICAL 1 1/2' - ( - - '' •• NO -` - w Fo ALL RcING -" Iii . ..• , ,.. tiEril • CLR I - .Elogialii;311IBMCIMMINIFEINIPINIIIIMMO . 1 vERIFy ELEV . ra.. - #41a 1? 0.C. / ' \ 1454219'0.C. N. 011. 18025' ' ;E > I r"-----43-.2-1—'"— 1 31 'is 3 g 1 " A. h HORIZONTAL Ok SE r ON #4 1 1/2' x 18GA COMPOSITE • " ''• #5 DOWELS X 13" O.C. SEE 12' O.C. 'El' TYPE METAL DECK a ‘17 • i I jek r9 g 1 y = #4 @ 1 2 I g 6' § ° 0-9 i in up SET DIRECT ON I .6 ' @ Ark III i 7 2' ". METAL DECK #4 @ ir O.C. o.c. ■ CLR I 8' SLAB W/#4 1 mi x sA 3 w 4 -c . HuTio-1o"pwiENDINEo I Ni17 5 (it r O.C. 0.C. IN EXISTING WA No LL 1k I N Iv . EACH WAY re '1 i • afk 111 i 5 .111 \ - . U SLOPE TO PIT EACH WAY = ".. FOR ACCEPTABLE NO 1,1; 0 , .111 \ Isi o ill* I . — — 6 E -...__. 1 ...., I ..^ .=..7■ 1811=10111110111113151MNIE OVERCUTS AT CORNERS E • - .. memmara. pm UMW • 1:1■ ■101■111115.711. aill111.11M INIMIIIIIMOMIMMICal MIMI . Io FIG.TalikiilENNEENG A Ea ''' • t!' v.. 1 1;p, 7-- - - '.1: .1 Alh , .y. ,,, n1-'e r.nin.zr• --- I` .I -- ‘ 1 ` Oh - . ..,, • I..' I SUMP PIT WI DRAIN Aek • ''• a• • , %V ...., #4 (ft lr 0.C. Z . . .• , EACH WAY I 0 NW t NO 0 4° V .""•••••••'"*. 4' OF COMPACTED I-/ED ROCK 4• .• La 3/4' MINUS CRUSHED ROCK I 1 4 CRUC 1'43" EXISTING I 4'-8. Cg 0 . 5 WALL r 8 c.i Lk 2 m cn Z Ca 1/2" =1.0" 1/2° = 1 1/2" = V I - 0 cn ca cn z LA w IN di, ASSUMED 168.50' o . c.) 71 ° . . 8* 8' ''Y CORNER OF BLDG ' . 5.-r SEE PLAN L _.< i , r (2,. a LA Z--- -• I ° Ill •- V-E HOOK AT N. 9 CC Z ,- 6' , 8' 0 0 th VERTICALS FIN E , il • - 4 LL-1 CNI Z r 3 -c) 1 1/2 CLR TOP 164 . 75 ' . WATERPROOF • /-9 1/2° 9 1/2"-\ ..J 0 D csi OF SLAB re / TOP & SIDES ,•° I "I 7-5" .1' / 1.1.1 L il I— in - 1 N /.1 i .. . .. 9 e F.11NEMIgli HIM OF TUNNEL . r mn.......-fiv .. mr7--- - '0 N fa.4 r '-* .. - ...,.,:....-.1.. co ,.. REINFORCING I :::.::, :::..r. • .,... /2 i.:?:- :4 t .■::•:!, , a) 1 ... - , @#4 tr c.c. -„ • .,• SET RECTLY SEE * illi IF.LSC.I v > r•il.,:arrii•zra-.: "•••••"" DI ';,) - •• Z - • ... ••••‘ ID 2 i= .t ‘17 : #5 @9 O.C. ON METAL DECK ' ''' II/ S3 , r , 1.? I --:-T--, • V) II CLR 1.11 N4 ...Nan EnileaRairialriiiiiiiMME 1 vERIFy ELEv REINFORCING I s t , . ' , I 1 FOR WALL r 1 , #5 @ 1r O.C. '. 1 4 i s S., Lig 180.25' . .. VERTICAL :•1 SEE I " 1 g AIL 1 VT x 18GA COMPOSITE a .. #4@ 12 Lk 'B' TYPE METAL DECK ak • . - woyl , E . III l gk II Igir • - > %I 1 . HORIZONTAL Nir Oa Iiir . . • mast=sei 1 '91_ .4.113°0C. 1 > 3443 3W Benorte4Cidala H. 213 Parem3 Orman 31721 . o N 4 Ni7 SAW•CUT 4'-8' WIDE EACH WAY 3NNZOJ3111 1=633.203.3122 #5 DOWELS x o-e ro . ...,.. 12 O.C. X 3'-4 HIGH OPENING . .. AI I I IN EXISTING WALL #4 @ 18' D.C. k • ,1 @IT 0 U) • 2" Ii 8" SLAB W/ #4 @ 18' 0.C. / FOR ACCEPTABLE EACH WAY D EACH WAY ............. ...........•■••••"'" - all • • - -, OVERCUTS AT CORNERS Ur 011 ‘ IN ; b 1 hi....................., , ,...,..„: j .... SEE gli, ' .S irk CLR 1 11 fgr .111 . -.,..0.26.- 'Ia.-A.' NO NV • \ INI 5 0 . • ----- . ( E FL:7.41 ,-,7i4IVV-6-1.14"' • ._-• .. , , ,..---Nriiintngind:d &:, co Yoxamy I 1. Li ....._-- - L•15,9,.•)trraatatriltP..4.t.t.41...itr.t.051 • Le_r 4. OF COMPACTED -- li 4*-0" -I II in "I; A- SUMP PIT W/ DRAIN 3/4' MINUS CRUSHED ROCK 6 V SHEET 'It ' •I'' . . . " CD •• 0' 0 t gh ' 1 l.8" EXISTING S2 4 . r WALL A. NO ilk OS OF 1/2" = V-0" 1111, 1/2" = 1 1/2" = V-0" ■■■■■■■•••■■!--, ,. IF • . I . • • 1 • COORDINATE SIZE 8 SPACING , Q PQp�f OF BOLTS W/ UNIT STAINLESS (E) PARAPET ' • r ■• /p MATCH EDGE OF STEEL ANCHORS WALL •• •• SLAB W/ TOP OF 2 - 1 1/7 EXISTING CURB CLR CLR SLOPE 1• FROM 4 1/C RADIUS TYPICAL DOWEL SEE D 1.6 A ®� R MECH UNIT TO EDGE ® 2 64 @ I2 O.C. 114 @ 12 0. x 1/C RADIUS 3• 04 @ 2C O.0 OB i" A • ;;;: OF SLAB 04 240 C. EACH EXTEND WATERPROFING GAP HOMOM 3/Ct x 20 , 7 CLR TOP OVER FOOTING VERTICAL WALL BAR N � •.. ) III I 4' PERFORATED DRAIN I 4 PVC WATERSTOP FILL GAP W •4 @ 24.O.C. _ � — • RAIN ROCK 1Ml W/ SOCK SEE 13/S3 BURKE D3164 OR EQUAL. td ■ / D EACH WAY, r tei,.. 4 • � • �,� ��� CLR _� , c r''' • 6" OF 3/C MINUS m • � ' ': ' ' COMPACTED .,, . / , •' / . O 3 •4 A706 BAR x V-6" Ix � l` �� \ •. • d Z 11 11 3) ADD 4 AT HOOK I.) I -`S • E ° CONCRETE CURB 6% ^ u p - ' ' ` COMPACTED CRUSHED ROCK o (2164 CONTINUOUS CLEAN ROUGH JOINT \ ° '4 1� _ I I I I I , TOP & BOTTOM • C CRUSHED ROCK IN :: I w �� VERTICAL BARS 6 Ill - i ((22 r. � 1/7 PRE MOLDED MIN T�P a BOTTOM STAINLESS STEEL 7 1 1/2 EXPANSION JOINT CLR CLR 0 MATERIAL Q D •S x 1 {{ L 4x 4x 1/41081/70 !..v,... 9. @ 17 O.C. EXPANSION BOLT o VERTICAL EACH END TO CNTR -LINE © ® 4 ® TUNNEL WALL g ° w . w ■ e m = e a 9 o 1- =1-0- ell 1 =1-0 WV" - =1-0' S3 = 1• � ® =1-0' lid a 3 o • 1/C RADIUS (2) 64 CONTINUOUS SLOPE 1 MIN FROM 2-0 MECH UNIT TO •4 DOWELS x (9 1 EXISTING A ROD & SEALANT RUN WATER PROOFS EDGE OF SLAB Al 24" 0.0 2 BUILDING WALL ® SEE 6• UP EXISTING WA •• ..m. W ROD & SEALANT 1/C WIDE • 1 DEEP MOW STRIP ID o C SEE i s (2)•44p2- O.C. © ROD a SEALEND SLOT SEE 4. - Ark APPLY WATER PROFING 1:7: '`T; SEE EX WALL © y . , 2I,1 . 6 UP EXISTING WALL ® ® ' {l., ? .� i . . ' M SAW-CUT OPENING w - -�� r`�� -'•' � I1•1 STRIP OF ® STRIP OF Fe W HYDROPHILIC /���) \ — 'k HYDROPHILIC —� > - - 4'0 C. O N J C - - � WATER STOP ON� _ ° 64 BARS • 7-0• SET ' WATER STOP ON CROCK I 0.4 I- t2�0 ®T o C. � 1 ` EXISTING �'7"�Y3'r' r OUTSIDE OF REBAR INTO DRILLED HOLE OUTSIDE OF REBAR FILL J %"` - %'' N Z CB. 4'- ... -,.. " O JOINT W i FILLED W/ EPDXY • W ® - A BARS x 7 0 SET �, y i . SEE PLAN R) •4 CONTINUOUS Q Z - - �t z a INTO DRILLED HOLE -_ L D W CI ,k____ \ FILLED W/ EPDXY EXISTING WALL o r U U ' SAW -CUT EXISTING WALL �� � A __....3 o F ® n _ 8 - J STRIP OF ' °�'+II DROP TO it aovt ® c Q a W (4)1/T0 A706 x 1'4' TO STAINLESS STEEL C 0.GOR DRILL CONCRETE '''` " "+•.'-i'r •4' :' "l' HYDROPHILIC (2) VERTICAL N: r , . , ANGLE @12 - O.0 BETWEEN L4x4xt/4W/(4)1 ?0 EMBED SAW - CUT OPENIN wA� �B . - I %N .,- '0R:'s %r;4 -i; "r %L ^ ` ;' U U Z @ WATER STOP ON BARS 01)70.0 p �, �, i e . ': EXPANSION ANCHORS EXPANSION ANCHORS 4 + ••- i - '+ ••'+ .' , r :• �'r - '••' m @ 1T O.C. Q OUTSIDE OF REBAR EMBED 0 AI W N Aft r S 6• S 4 CRUSHED J I - ® MIN ROCK W In e TUNNEL ROOF © ® TUNNEL FLOOR a TUNNEL WALLS 1 = 1'-0' i• = 1•47 1• = 1•41- CONCRETE WA LL I I = 1 AND SEAL AROUND PIPE 0 Z it FOR SIZE OF OPENING SEE P - - -- I --- NOTE: % I I • IN OP 4. DE PROVIDE CONSTRUCTION JOINTS e & e I I i ' r.. I y MINUS 17-0'T01G-0'O.C. / I I �� "" OF SLAB. PROVIDE 1N' EXPANSION 0 iI \ / I: i I l i JOINT MATERIAL IN JOINTS DO NOT OVER CUT TOP MAKE LOWER HORIZONTAL / I I / \ I 1 la OF VERTICAL CUTS CUT WITH OVER CLR THEN • I I I I I \ I I I M o Y l • FILL JOINT W/ ROD CHIP OUT TOP SECTION 0 LL �•J 4 CONCRETE MOW STRIP IL SEALANT 0 �_- J � am ��� 1N• RADDJ C � LAYOUT W /OWNER PROVIDE 318' x 1• SLOT HYDROPi1TIC WATER % x ^e PERFORATED PO ABS LDE PIHOY ° BEFORE POURING / DRAW Low Nv SOCK FLOOR DRAWS T C.8 .Ys, • STOP PLACED ON / MINDI M SLOPE tiawr wear SLOPE MOTT 2' « OUTSIDE OF REBAR % n..a.a •• it MIN v R IS ACCEPTABLE TO to -I i I_ O O u u" 11 — , • OVER CUT HORIZONTAL 7 I =11 I , • ° n CUTS a BOTTOM OF / 'l " ',.. , ; ;W EXISTING CONCRETE / • 807TOM CUT i 13 i; . aWl k SURFACE J \ (2) 04 CONTINUOUS DOSTING MANHOLE SHEET PROVIDE 4 . OF EXISTING 18' CONCRETE 0 CRUSHED ROCK FILL WALL OF BUILDING S3 10 ® JOINT AT EXISTING ® SAW CUT OPENING P IPING PLAN S3 1 1/2" = 1'-0' 1 VT =1'-0" r =1'•o' N.T.S. OF • I I , AERATION BASIN 3 R ED PR4 it 22116)6 1 IIIIIIIIIIIIIII IIIlII ➢nullllullmltlllIIItllttttt tu ti _ PACKAGE HVAC UNIT � , F 1 1 I ill III I I _= MECHANICAL LEGE MARK AH �' Y I INTAKE HOOD T^ NUMBER _ MANUAL VOLUME DAPPER AFF - - - • ABOVE FINISH FLOOR 9 y 0 2L \964 ',. I _ — i TO REMAIN TYPE 5020 ROOM _ ,_ AHU D. - - - • AIR HANDLING F D UNIT C ORS' I �y SUPPLY OR OUTSIDE AIR T AIR COOLED TYPE ® ILTI D UCT UP 6 DOWN B BHP BR BR E H OF ORS EPO WER CONDENSNG UNITS DX COOLNO BHAKHEPO — FM - RETURN AIR DUCT UP 8 DOWN BTU • BRITISH THERMAL UNITS TO BE REMOVED INTAKE HOOD TOTAL C 18,000 ®� , TO REMAIN ' CFM - - • CUBIC FEET PER MINUTE ECONOMRER YES ®n _ _ .... EXHAUST AIR DUCT UP IL DOWN CORN - CONNECTION MIN. OSA (CFM) O CONT. - CONTINUATION ' ' ME —. EXHAUST FANS p EXTERNAL SP (140) 2.P DIA. - DIAMETER e =me _ _ SUPPLY OR OUTSIDE AIR ®© DUCT UP a DOWN II TO REMAIN ,r - y RPM 1000 ® Q _ • - RETURN AIR DUCT UP 8 DOWN EAT .... EI EXHAUST TA i IR WHEEL TYPE SITE 243WDLFC EDB ENTERING DRY BULB TEMPERATURE II 0 OO LL - ® © B EXHAUST AIR DUCT UP DOWN EWB ENTERING WET BULB TEMPERATURE • MOTOR HP. 25 EWT ENTERING WATER TEMPERATURE ( REMOVE [J POKIER EXH FAN YES (E) - - FJOS1040 FF - • FINISH FLOOR EXISTING FPM FEET PER MINUTE VAV VVIILI VrVY • REFRIGERANT YES ® - - CONNECT TO EXISTING FPS - FEET PER SECOND LINES O pT Na - THERMOSTAT OR TEMP. SENSOR GA ... GAUGE HIM 1 MIN FILTER AREA SO. FT. 34 H HEIGHT HP •• • HORSEPOWER I iA�EssHATCII - NOTE ID. • • - INSIDE DIAMETER RNALFRTERTYPE CARBON IN INCHES EQUIPMENT DESIGNATOR L89. POUNDS g REFRIGERANT' HFC a LDS - •• LEAVING DRY BULB I n SEISMIC BRACING N n 0 ti TOTAL LWB - - LEAVING WET BULB ,. 7 p 1 SENSIBLE C y • LONGITUDINAL BRACING LWT - - - LEAVING WATER TEMPERATURE ^ e CEO. (RASH) 415 ' - - THOUSANDS I ENT. LATERAL BRACING MBH - MI M M OF BTU. PER HOUR g Z Y . v EVAP AIR TEMP (DBMS.) 60.0'07.0 AMBIENT AIR (•F) 98. - LONG. & L ATERAL BRACING OSA • ••.- • . OUTSIDE AIR $ r g G PSI •- • • - . • POUNDS PER SQUARE INCH PA' - - - • PRESSURE! TEMPERATURE VOLTAGE 460/3 RA - RETURN AIR ' ' 4 MECHANICAL ROOF PLAN A° iaN y— DESIGN WEIGHT (LBS) 9056 RA REQUIRED 0 1/8-=1a III IIP SMOKE DETECTOR YES SA - SUPPLY AIR Z 1/8 _ ,• -0•• SP. • - STATIC PRESSURE ISOLATION CURB NO SO .. - - SQUARE Q 441) BASIS OF DES. IGN (MMWUFIIIOEL) TRINE BXYFC TEMP....._ - TEMPERATURE _.I TYP. • TYPICAL APPROXIMATE LOCATION OF MCC5002 © VAV VARIABLE AIR VOLUME Z z 7 (E) FlLTERED SUPPLY UNIT TO REMAIN W .. WIDTH , WET BULB ■e O K7 I II CC 0 DIAMETER O E o O \_. � O V to OJ NEW SUPPLY BRANCH DUCT AND DIFFUSERS O Lo a W LA- C CL V UP I O ® ®1I 28'0SA REHM 24 "0SA ® 2 44'0 M • 3) O M U I id 34 I 0 — J 2WE 1- __ a �egz �— REMOVE (E) SPLR SYSTEM FAN COL UNIT, REFRIGERANT LINES, AND DUCTWORK O t . f . [®1 (®II ® 2�7 M (wpm 0 0 3 J • I.. 1 (E) SUPPLY BRANCH DUCT AND DIFFUSERS TO REMAIN J " ' z " _ v % B4x4O R W seJ Z TBAM 0 a t - nn 0 o I V a 0 } I M I ( —i CONCRE DUCTS BELOW GRADE 8' MIN I BEE STRUCTURAL DRAWINGS ■ WAD RA NOTES: IS _ � CONCRETE PAD 38' LARGER 1O REMOVE ALL ELECTRICAL DEVICES THAN UNIT ON ALL SIDES. ASSOCIATED WITH EQUIPMENT BACK \� TO PANEL MURK CIRCUIT BREAKER I- I— �� / ' �� © 29,787• SUPPLY DUCT DOWN. AS SPARE•. ' �� PROVIDE CONDUIT, CONDUCTORS, ETC. ACCESS ROAD � - MCC5002, SECTION 10 2 CONNECT TO SINGLE POINT CONNECTION ' 1 1R'C•3g1/0,108GN0 LUGS IN AHU-1. REFER TO ALL DIVISION 15 SPECIFICATIONS FOR SPECIFIC MATERIAL INC 027(40• RETURN DUCT DOWN. REQUIREMENTS. PATCH OPENINGS IN CONCRETE ROOF CURB '® O DECK WH ELE CON DUIT'S N4 2 REFRIGERANT LINES ARE REMOVED. Consulting Engineers I 40 TON PACKAGED COOLING SEE DETAIL NM,. 2007 S.B. Ash SL UNIT MOUNTED ON CURB/CONCRETE PAD. O LOCATE DUCTWORK APPROXIMATELY 10 Portland, OR 97214 FEET FROM NORTH WALL FIELD PHN: (003) 254 -0548 EXISTING MANHOLE COORDINATE LOCATION TO CLEAR FAX: (003 ) 234 -0077 EXISTING EQUIPMENT. YIIR.BTIA- ENC.COXU O PROVIDE 150A-3P CIRCUIT BREAKER TO MATCH ■ s EXISTING AT AVAILABLE SPACE IN SECTION 10 OF MCC5002. PROVIDE ALL MOUNTING HARDWARE SHEET AND ACCESSORIES FOR A COMPLETE INSTALLATION. CONNECT AML, FEEDER 9® r M ECHANICAL FLOOR PLAN O STATUS AND ALARM AS CI TERMINALS .1.-a" ® 10 %0 ' DIRECTED BY OWNER 1\ I • ■ f / l y I kY r CONCRETE DUCT , gik ® ® SEE STRUCTURAL / � �• NV , GALV. STEEL COLLAR SET IN SEALANT 6� o 1 t :a " e^ a. TOPPING SB COATING v C T 0 1. -- ?i REPAIR REPA BY OWNER ROUTE CONDENSATE L_ ANCHOR SLEEVE MN TAPER 4 1N• STAINLESS STEEL TOPPING SLAB A EDGE I 40KS1 RA TOPPING BLAB EDGE GROUT OPENING 60187 DRAIN THROUGH CURB I "'' 18,TXfDTgTJ • • AND INTO OPEN HUB OF L SCE EXPANSION ANCHORS DRAIN. u TOPPING RETURN GRILLE � . • I SUB • DRAIN BUMP, SEE Ir MN • . - STRUCTURAL PRECAST ATTACH GRILLE TO COLLAR PLANK WITH STAINLESS STEEL SCREWS ATTACH 18 GAUGE GALVANIZED COVER PLATE BELOW OPENING WITH 4 POWDER DRIVEN FASTENERS. REMOVE AFTER CORE CURES. e SECTION ® DUCT PENETRATION DETAIL ® CONCRETE DECK PATCH 1111111 • 118~1'-0` NOT TO SCALE NOT TO SCALE g I ri F.. f j n 7 p � ,o 5 17 15 1.7 0 a FLANGED OR DUCTMATE CONCRETE DUCT CONNECTION FROM SLEEVE 1 • I CURB _ SEE STRUCTURAL TO DUCT MAIN. O / SUPPLY DUCT ■TilmwmAill -� I- I I 1 1 I AN CHOR SLEEVE WITH T E P O REL I I CONCRETE DUCTS EXPANSIO ANCHORS Z I SEE STRUCTURAL PER SIDE 1 Q J W DOOR �\ 7 C ■J W En MATCH EXISTING DIFFUSER PRESSURE AND TEMPERATURE MOUNTING HEIGITT BET IN TELL SLEEVE J I SENSORS MOUNTED 54* ABOVE TIE FLOOR . O W 0 CC 111 31 C:3 I CC � � J J _ U y.' ,, a SECTION ® DUT C PENETRATION DETAIL U y o Z NO 1/B„ .• V-0" '' _ ' Q Lu 1 W a V J W CO 0 3 P DUCT TRANSITION FROM AH CURB TO CONCRETE DUCT. SET CURB IN SEALANT AND ANCHOR TO SLAB WITH I 1 STAINLESS STEEL EXPANSION STEEL CURD BY UNIT INSTRUCTIONS. PER MANUFACTURERS I MANUFACTURER INSTRUCTIONS. • \� CONCRETE SLAB 1 GROMMET AT DUCT PENETRATION - I SEE STRUCTURAL ir r �� 11.11‘ 1 �11 A I CONDENSATE TRAP INC. YC. WITH CLFJWOUT 9 ANCHOR AND SEAL Consulting Engineers j T CONCRETE DUCT DUCT TO CONCRETE. 2001 S.& Aah SL SEE STRUCTURAL Portland, OR 87214 PRN: (503) 234 -0548 CONDENSATE DRAIN PAX: (503) 234 -0877 IIfTl.t4ITA- tsxc.cati TO BUMP. 1 SHEET 6 UNIT CURB DETAIL M2 M2 NO SCALE f OF 2