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493216 CLASSIC CONTRACTORS INC - CONTRACT - BID - 7544 OLD TOWN PARKING GARAGE CANOPY
City of Fort Collins. • PUrch7ng SPECIFICATIONS Financial Services Purchasing Division 215 N. Mason St. 2" Floor PO Box 580 Fort Coll ins, CO 80522 970.221.6775 970.221.6707 jcgo r. com/purchasing CONTRACT DOCUMENTS FOR OLD TOWN PARKING GARAGE CANOPY BID NO. 7544 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS AUGUST 22, 2013 - 3:00 P.M. (OUR CLOCK) 0 Geotechnical Engineering Report. Remington Parking Garage West Canopy ■ Fort Collins, Colorado June 17, 2013 ■ Terracon Project No. 20135016 2.2 Site Location and Description lrerracon Item Description The site is located southeast of the intersection of Remington Location Street and East Mountain Avenue in Fort Collins, Colorado. An existing three-story parking garage structure currently occupies the site. The western entrance planned for the proposed canopy Existing improvements addition consists of two exit lanes and one entrance lane into the parking garage. The site is bordered to the north and west by East Mountain Avenue and Remington Street respectively with commercial/retail Surrounding developments beyond. The east and south are bordered by commercial/retail space. The proposed construction area is covered with concrete Current ground cover pavements and curbs. 3.0 SUBSURFACE CONDITIONS 3.1 Typical Subsurface Profile Specific conditions encountered at each boring location are indicated on the individual boring logs included in Appendix A. Stratification boundaries on the boring logs represent the approximate location of changes in soil types; in -situ, the transition between materials may be gradual. Based on the results of the borings, subsurface conditions on the project site can be generalized as follows: Material Description Approximate Depth to Consistency/Density/Hardness Bottom of Stratum (feet) Fill materials consisting of lean clay About 3 feet below existing site orades. About 8`/z to 10 feet below Sandy lean clay Medium stiff to very stiff existing site grades. Silty sand with gravel, and cobbles To the maximum depth of Medium dense exploration of about 11 feet. Terracon utilized a limited access drill rig to perform our field investigation due to the limited access constrains of this site. During our field study, we encountered difficult drilling at depths of approximately 11'/z feet below existing site grades with practical auger refusal. The use of a limited access drill rig limits the depth of drilling in some difficult subsurface conditions. However, Terracon has previously completed several geotechnical field studies at site in close proximity to the proposed canopy addition. Responsive ■ Resourceful ■ Reliable 2 • 11 is r] L I] 0 iMr�,X ToGr--Nr-.RAL,CONDITIONS: ,City of 176nCollins.modifications to thei.Geniral Conditions of the"Constructon Contract -are I n I ot shown in this index Article 6i Pin- ' 'graph . Number Acceptance of - Bonds -andsulnInsurance ...... :� ........ : ...... ; .......... � ra Z,�5.14 defe.� � ciive Work 16.4.1, *115, 116 final , payment,,,_. ...... 9. 12, 14.15 ...11 insurance ...................................... ............... 5.14 o&F-Work'61, CONTRACTOR, 'Substitutes Items ...... ....... 6.7:1 -Find'"OrZE-quaV JVoik- bi.OWNER., ; 5,-6.30 Access to the - Lands, 0"ER and COYMACTOR FesPons; ibilities; .............................. ....... _41 ' site. related.Work .............................. ........... -7.2 A 'Vork . ........ ......... .... 13.2, 13.14, 14..9 Acts or (5m issi6ns-•-, Act's and issi ons", CONTRACTOR:, ... ............... . ....... :..6 'ENGINEHR 9 1, 9.13:3 -------------- .......... _ .... ... .... 9. 3 :�.20,1 3 ................. 1 . definitionof Speicifications) .... ;..(1.6. 1.10, 6 .19), 1.1 Additional Properiy,lnsuranccq ...... ...... ............ 5.7 ,Adj9stments- Contract Price or Contract Times ...... ............ 1.5, 3-A 4A; 4.3.-2,4I5.2; 3,,9-A 9:5. M2-10:4: 11, 12 14:8,1151 echedul progress S....6.6... ............ ................... Agreement definitionof "All Risk" lnsurahcc, policy fcrrn .............. : .............5XJ Ahkiwances, Cash... ......................................I Amending' - Contract Documeint"4 3.5 Amendmen't.WriTten.. - 1 10, 1:45,15, 5.10, 5:12, 8.6.,2 ............ 6-19; 10, 1, 10.4, 11;2 , ........... ............. 2. 1, 1 3. 12-2. Appeal. OWNER m'-CONITTRACTOR intent,tq ....... ............. 9.10,:9.11"1.0.4, 16.2, 16.5 Application for 'Payment - definition of., ... : ..... ............. f ........................... :J.3 F14GINFERs,Risponsibility ........................ ...... I . 9 final payment,,_,;.. ; ... 9.13.4, 9.115,, 14.12-44. 15 iri,generiil - ; -:: ... �, --* .. � ............. 15.5 pr6grpss,paymcnk..,.., ....... ............ ....... 1.1114.1-14.7 review of ..... --J4.4-14J Arbitra-ti on' ....................... ..... 16.1 Asbestos-- ola�im-s puisuiint t1iiercio:1 ...... 4A2;-45.3 CONTRACTOR authorized t'6'stop ' de - ,finition of %Wo�k; ....... ................... ............. al.... .......... 1.4 . , - -.1-1 .— Article or Paragraph Number, - " "...Z.' ................................... ik �e Sta f�n &nstructiti .......... ... i]iidc tjoi� ---_of„fini m 9f .. ............. ......... ....... - i . ib, • .......... L ............ W4.2.6.4;:6.13, 11:43,11.9.1) Bidding Documents-defmitidn of: .... ....... ......................... _J.6 (6-9.2) ,Bidding Requiiemeinls-7detirutton of ...... I ....... -- ................ .t ...... 13 1, 4.2.6.2). Bomds-- acc_cptancc,..o,f ..... ................................ -- ......... 5:14 additional bonds , ---... ............. ...... - .... 10-'5.; 11.4.5.9 , f-k rk Casto t e'Wo - W .................. I, ........... .......... 11.5:4 &rmitiorf of ... ................................ 1.8 delivcry of "'........... ............ Z-I, 5:1 final Applicat'i'o'n' for general .................................... �.Jj 0, �5.1 -S! 13, 5; IP, ............... 1.. 9.13,10.15, 1,4.,7'6 Performance ,Tarrlprit am Other_..... T5. 15.2; Bonds and Insurance -in general ................................. 5 Builder's risk "all-risk" Policy form ------- _ 5.-6.2 Cancellation Provisions, Insurance ........ 5 .4.11,,5:8 5.15 'Cash Allowances 1 ........... .............. ........ 11.8 'i3crilfic'mt]c of Substantial Completion ......... :--- 138. 6:30.2.3, 14.10 Certificates of Inspection;;,,,; ..... 9.13.4; ITS; 14:12 Certificates of lnsurtnce......-_� 21, 51, 5,411,514.13, ................ 5.6.53: ,5:14, Cho,ge ';i n, Cbntr act pr, ic-16-- Cash Allowances 11%8 price adj6stment, 4.1, 4.2.6, ... I .......... 1 11 .11 11 1—— 4:5, 5.15, 6.8-2; 9A - - I - - .1 .......... 7.9�5,�9.11, 10.2_10.5,11,2,13.9. ........... ...... 33.13, 1314, 14-7. 15:1. 15:5 CONTRACTOR fee 11.6 ,general..,. ...... - ............ ........ ... 11.4ill.7 'Cost Records ................ ................... l 1.7 ing I e ,-+J.19,144,9.11"10.4,'i 1043-J1 Lump Sum Pricing., ................................ . ...... 11'3.2 Ottirl6a�ix-Friltif §UFC,ty-.�...: ... : ... : ..... t., ................. 'scope f ; ; I OR� oI I - 1 -)0.3-.10.4 ..... ; ...... ..; ............. 111.9 ' - " ' - I I . . EJCD'CI GENI�� &�Dffi&N�"191" (1 1 99 . 0 EDI . 71 1 0 . M W/ CITY OF FORT COLLIM MODIFICAT7ONS(REV 9/0) 1 Unit P'ricc Woik., .... ................. ...... ..... Il:§ CONTkAcTowsFec ..... J 1 �6 Article or Paragraph N,dmb-er Valuc'of Work:.......:..:.:.. Change in Contract TImc'K- Claim tor times adji"ent ..4.1, 4.2.6, .*4.5, S. 15; 1,A0:12, 1.0.5., 12.1, .....13.9, 13.13; 13.14, 147, 151, 155 Contractual timelimits_::- DelaysI 1eyond'CONTRAC'7f6ki control 123 1klays beyond 0 WNER's and CONMACTOR`sc6ntrol � ............... Notification of surety 105 Scooe.0 change .......... .............. 10.3-10.4 Change Orders" Acieptaniie+dDti,�echve Work 1313. Amending Continct Documents .... 3-5 :Cash xifoivaces ............ ........... ...... 11,8 Change ,OfContract Price! ...................... ........... 111 'Change of Contract Times .......................... ... 12, Chanj6s in the Work--.. - ............................ �.-J 0 �CONTkACTOR`s fce, 11.6 M Cost,ofthcork ............................ ....... 1 IA-1 1 t7 -Cost Records ................... .. de-dratio'hi of ....................... :.. ................... ...... 1,9 emergencies,. ........ ....... ENGINE-ERi iesf)crisibility:_ 98, 10.4. 1 F2. IZ 1 ... ;..� ... ........ 'execution of.. ........ ........ .... ! ....... .,.JPA 'Indcainifictiorl ................ ........ I 0. 12, 6.16, 6.31-6. 33 -Insurancid; Bo ndi and . ............. 5.10; 513! 10,5 OXVNER may.tenninate.,..... .... ; ...... ; ........... OWNEWs kcspuni.ibibty,.-.,_: $.61 10.4� Physical Conditions - Subsurface a .. ' and, ...... ....................... ; ........... 41 Underground Facilities -7 ............................ 44-2 Record Documents ............... ........ I ......... � � I � .-ctrmu;nIS `Scope of Change ... ............... .......... 10.3-,10.4 . I Substitutes,,,, ........ ........................ , ' .:. . j6. 6.8-2' Unit price Wort.. . ......I. ........ ... 11.9. value alue of Work-, covered by, ........... ................... 11.13 Changes in the Work ......... .......... ......... - .... : ...... .1p Notification of surety;,,,,,,,,.................. 10.5 -6WNEWs and CONT&,kCT0Rs- responsibilities............. ........................ JO�A Right to an adjustment...- ................................ 10.2 'Scope� of change ........... .......................... :10.3-10�4, Claims - against CONTRACTOR .................................. .:6:16 agamt ENGINEER;,,:-;,...... ............ ;against OWNER ...................... ......................... :0 32 Change ofmcontrk,t-Piic4 .............. ; ...... : .... 1 :2. Change of Contraci Times ...... .......... -0.4, Iii CONTRACTORs ------------- 4. 7.1.,9:4 ; 9. 5. 0.11. lb. ................. 1-2, 11...9, 5. 1. 15:5, I7i3 15.1. Article or Paragraph Nd-mber CONTRACTOR:s 6.12, 6A6i 6:31 Cost of the Work t ...... 114 11.5 ................................. Decisions oh,Disputc!i....: ........................... 9.14: 9.12 Dispute Resolution.. Dispute R.esolutiion :.16.1-16.6 Ump'Sutn Pricing ........................................... 11:3'2 Noti6d of .... .. J73 ...... , � � - I .............. ()WNF R's ..................... §.4; 0,5, 9.11 11 10: 2 M2, 11.9 � ........ ........... :12.1, 13:Si,-;I3.I3,I3.I4.I7.3' OWNTER's lialbility .... .......................................... 5..5 iC1VNER mayjefuse 16 makx'payment ............ 14.7 Professional Fees and Court Costs Included 17-5 request foe formal decision on.-...' Substitute Items ........... .................................. 6 7:1,2, . Time:Ektehsi'o-n .. ..... ... ............... ... I ...... Time requiriements: .................................... 9:11, 12.1 Unit Price Work ... ..... q ...... 11.9-3 Value of, .............................................................. Waiver,of--iin Final Paytricnf: ... ; .............. 14.14, 14.15 Work Change Directive , , Change . Directive ..._ .................. ......... -10--2 written noticer'e4uirc4 ...................... 9,. Ili 1 L-2, 12.1 -Clarifications and lntcrprciation� ......... �..16.3. 9.4-9.11 Clean Site ....... w ...... -:A.17 Codes of technical ''Siocicty'Organization - or Association: ................................................. 3.3.3 Commencement tof 'Communications-, .general ............. I ....... Hazard Communic6tion 1;rojrft'n;s ................ -Completion- Final Application for Nyinenj .......................... 1'4.112 Final lhipcctio'n- ........... ............. : ................. IM I .1 ii),ment and Acceptance..,.. ........... j 4. 1 0, Utilization.:.-......... J4.10� Itial Completion ...................... 1.38; 14.8-14.9 of Ch ............... i ...... I ............. .... 14.15. Dn'of Timis:-.. , ;l T2.117:2.2 g'Sub6antriacto--Ta, Sufpli&ra iers........................ ..................... 6.8-6.11 /iiccepwble schedules;,.,.., -)9 .... .........I-- iiruci'-Ork ........ ........................... .......... xC to Rcport, ........ 25, 3.3.2 ZAC TO R ......... ........................... on Machinery, Fquip mh e'nt, etc ............. the Work; . ............................ 6.29,10.4 .......... ...... :3,5 5A LJCDC (X,NLT-AL CONDITIONS 19 10 -8 (1990 E'Din-OM w/ CITY,017,MRTCOUINS MODITICATIONS (RFV 9/99), ` 11 Cash A] lowanccs, Stop.-Wor'k rc'qu'irem ent I * ................... __ . 43:2 ............ ............. CONTRAC-T.OR'p— Article or, Pdragr,aph Number Change ofContractPH66.: .Change of Contract Times,,, 12 12 Cfianges 16 thicNvork 10 check and verify .... ........ .................. Clarificatio'ns sand lnterpretations�,.,� ......... 2:3,1691.4,19.111 definition ................................ .......... AM ENGINbER as initial mterprctcr of ............... 9.11 ENGiREER.as OWNFR's, reprcsentatjve. ... .......................................... . ...... 523 - 1. -4. ;� ... ....... .... 3. 1 )fis in the 'Work ... ................. ponsibilmito"krifiish data. , , ..... �::83 - I . Z yment......................... x3, 3.33 ien1s............................................. §. 19, itafidirds'and.5peciticati'ons,� of Technical Societies .................................... 3:3 Related Work.:... ......... � ............... 7.2 .- I - .epartri, Reporting and, Resolving Piscre.5, ... ... Z5, 3.3 Reuse of, ...... ........ 'Supplementing,,,,,,, ...z .......... ..................... 3.6 Termination 6fENGINE-ER!sEmployinqqt,_..,�,-,,-.8.2 Unit Price Work ......... ................................. ;..) I �9, variations, .......................................... 1,6,-6.23, 6.27 Visits.to Site' ENTGINPFR!i ... , .... ........................... 9,2 Contract Piice- fidjustment of., ............... 3-5, 4A, 9.4, 10.31 11.2-11.3 Change ............ ........... ............ Decision on, Disputes,,,,,,;,, ................... de-fin,ition bf..........................:..................I'll Con.traict times -- adjustment of: ............... .... 3.5,'4.1, 9.4. 103, 1") .,change of,,,:.:: ............. Commencement of ....... ...... -111 .... . ............ ....... deeinitioh,of, .......... .................. ...A : 12 Ac'c"cotaric-c' of Insurance.;,:,,,, ....... ....................... 1 5.14 Communications ...................................... j6.26.9.2 Conti fi�ue ......... Z:� ......... :—�.Z.6.29,,10.4 .coordination and schedulirg� ..... I ........... 9.2 definitio n of ...i................................................ Limited ReliarceorfTechnical, Data Authorized ..... i.4.2.2 May Stop Work or Termjiiifite', ...... . ............... I.5.5 ,provide site access to others - ............... 71, 13m2 Safety y and Protection ........................ 43 l 6. 16"'-'6. 18, ................ ...... .... 6.21-6.23, 7.2, 13.2 I . . z - .ShopDrawing and Sample Review prior--iio.SybTittal ..... .......... 1 .6.25 ............. . , vii 0 Article,o' Pi -' '-h Number I — T Compensation.., ..... : .......... 11. F-I 1.2 Co 1 6 - ti ni I iing Oblig a tion ...... ........ Defqclive Work . ....... �: ......... 13:10-13A4 Duty' to correct J "orrect qfi ctive 13,11 Duty, ko,Repart-- Changes I , I :ies in the Work caused by n .6.23 ,Vork of Others ........................... J.3 �nditiops,,...... ................ .........4:2.3 in Documents: ........ 2.5,-�33 6,14.2 .. ;d Facilities nbi:indicated623 ........... .................... Mfichiner - y Rental ;, Cast .................... ; .... ,.;JIA-.53 ....... ............... 11.4:5-61 T-1 Cbm pliance by ............. LIaMiny.insurance .......... ............. .............. J." Notice of Intent to'Appeal ......................... !�. I 6�,' 101.- 4 obligation ati6n topeifcrm,iind comlilcte' the Work ............................ ............... AN' Patent Fees and Royalties, paid for by� ...............�5- 1 12 Performance' and Other Bonds - - , . . .. ................. - 1 1 5.1 I ............ .. Pirmits,,obtained and paid for by ...... 0.13 Progress Schcdule� ...... ............ ;2.6,,18. 2.9; 6.6. ........... -: ............ .... 6.29, 10.4,,15.2.1 Request for formal decisionon disputes .............. 9-11 Work ...... * 1 0 , I .ng Sul)coriVaciors, Supplieni I ng the Work .. ...0.29, 10'4� aCTOR's ck' dinse: ...... p .... 3 .11 uaran tee -6-30 %CTORsreview prior I o Shop or 00r-F.qual" Items-.-, .......................... 6.73' F.br Acts ijid'Omissions .of Others:— ............. ; ...... 6.9.1-6,9:2, 9 13 for deductible amounts insurance,,- ............ general,_ 6; 7.2, 7.3, &9 Hazardous Communication Programs ........... 6.,22 -6.33 Indemnification ..,.6.31- - 1. . I . . . ................................. b6D6 cE'NE-1UL iJbkm , Ttbzqi;'i9io.s(jq5ibiDinoi4) wiLiTybF.'Fopacouros mobtn6,n0N-,'Xv91" Labor', Materials an&E4tiipmcht-, ........... 6:3-6: 5 ;CONTR I ACYORS-cither. ..... .. 7 Laws and Regulations Contractual Liabil ity ........ 10 Liabiiii,tyIrisuranre.. ............ ...... ........ 5.4- Contractual, imeLimits, .... ...... ;2 Article or Paragraph Number Notice of-vadition from Contract Documents ........ .......... 11 ...... ....... j5.27 n atent Fees'and Royaliies.:j .......... 12 Permits ................... ................ 13, Progress Schedule,..___„--._- . 6.6 Record Documents ----- - ............ . .................. c6 - :19 .. related Work performed prior to EINGINEEks a-pproval�of required submittals, ...... _ ............. .... 0.28 Safety and Protect ion 6.3-01 1.2,'13.2 Safety Representative-- ................. Sphedul ing the Work Shop Drawings ana ................. fi, 24 Sh6p Drawings and Samples Review by ENT(NINTEER .................... ................. 6.26 Site Cleanliness..,,...-, .............. 17 Sub in iftlil Procedures,.„ 6.25 Substitutc Constructi 6n Methods and Procedures 6, 7.2 Substituteis and "Or-Equiil" Items,: ...... 0-7;1 Sup5rint - endence .............. I ....... ................I....6.2 Supervision .. .. ............ ...... ......... .......... Suiviva . I of obligations..'... .......................... 6:34 Taxes Tests and Inspcctiori,,,,..... ........ ........... — ..... .. To Report.: ............ I .......... 5. Use of -Pr ises ern . I ...................... 6A67618. 6,30.2.4 Review. Prior to Shop Drawing or Sample Submittal ............... ........ 6.25 06..;V Right -to adjustment for changes'in the Work: .. .. .... 101 right to.cl9i'm ............. 4,7.1,9.4,9. 9.11,102JL2,, .......... 11;9, 12.1, 1119, 14.8, 15. 1, 15:5; 173 Safety and Protection',;,,,:, ........... 6:20-6:22, 7.'? ll? safety, R-epresentative-.._.,�, ...................... .......... 6.2 1 Shop Drawings and Samples- Submittal.s.,..6.24-6.28 Special Consultants H 1 .4.14 Substitute Cor&ri!c-tio.n &46th6ds and Proccaurcs.6,J Substitutes and *Or -Equal' Items, ins. se.,:: .... :..: ............ , ... ...6.7.1;�6:71.-2 ,torF,Supp!- isaridbtliers 68-6.11 n and Superintendence,.,.,.. 6:1, 62,-6.21 ,tent ,by mises 6:16-6A8 sand� guarantees .. , ........ ............... 0:5,630 3e Title ........... - ........... 143 RACT9R stop Wgrklor terminate ........ 1.5:5 and Physical Condidon; ..........:4 ..... ; ......... .23 Substai ntial Compl I et . io it ............. ........... 14. ; 8 Nitniber Artieleor,Pariigraph Coordination-- CONTRACTOR's responsibility,... ..... ...... 6.9.2 Copies of Documents...,......, ....... .............22 Correction Period " ...... *'* * ..... *"**"* .......... Correction. Removal or Acceptance ol`lTf!Mrel Work-- in general. .............................. ........................ J3. 1j. Correction or Removal of Deject ee Work;,,; .............. Corre6ion Period ........... 13.12 . .... dWNFWNlay': Defective.Wo.r. k-.. ........ .......... J-3,14 OWNER Ivia - ,Stop Work ....... ;., ..... 13.10, Cost- ns .................................... ,of Tests and Inspections :13A. ,p�t Records 11:7 Cost of the Work= - Bonds and insurance, additional ........... 1:4.5:0, Cash Discount . is ...... ................... ... 11.4.2 : .661,TTRAC-rbRsl Feel, ...... ...... Em 016yee -Ekpenies`; .......... ......... ....... ...... 1 L4.5.1 .Exclusions to 11.5 Gametal 11:4?1 H.omc'offiqC and ove head,expenses .................... 11.5 Losses and damages,,,, ... , .11.4.5.6 Materials and c4uip1mFnt'.., .... �: 1.4.2 Moor expenses...:: ...... ; ......... ....... --J 1.4.518, Payroll costs on changes .. 11.4.1 .......... .............. .......... performedby Subcontriic�i'Or's* JI -4-3; Records] 1'7' Rentals of construction equipment and, machinery;,,„_ ....... :-- ..................... 11 A5.3, Royalty I payrn ' ents�- perm its and license fees 1.4.5.5: Site office and ternivrary faciliijes ...... .......... 11 A451.2. Special Cobsultan6,CONTRACTOR . s ....... :..-Jl.4.4, Supplemental -' ' * .. -� ... ...... : ... .......... M—i ...... ... - Taxes related to the"Wo'-rk -� ............. ............ 1 l.4.5.4 ..... Tests and Inspection ................................. 13.4 Tr , a dc Dis , c ou nis ......... ; ............. J1.4.2, Utilities. fuel and sanitary facifiue;; .. ......... j 1:4:57 Woik after icgula-r�ho'urs ....... ......................... ri 1A.1 Covering Wprk• ...................... ............. 13,6-113,7 CumulkitiveRcmedics 1.4-17.5 Cutting, fittifigafid pawhing ..... ........ ...... ........ Data. to be furnished by 6IMNlik Day ,definition �of.,:..;: ... ........ ........ 17:2.2 Decisions on Disputcs. .................................... 9.11,9.12 of..... ........................... ....... 3,A4 x of ........... ........ 10.4.1. 13.13 EJCW GENE AL CONDITIONS 1 1-9164 t090 E)FhO.-20 1Wf aTTOF FORT COLUNS MODIFICATIONS (RFV 9/99) 0 1 ] 0 'Correctioti.or Removal oF._,.._11.., . ,: - .,.„ 10 4.1,'13t11 ,OWNFR!s'Rcpresdnfiiive.,.„_ ..,...,..._, .....9A Corrernon Period. 13 ,12, Paymrnts to the CONTRACTOR, in,general ,,, ... „..:13,' 14.7,.14.11 Responsibility for 9 9, 14 - Rzcommendatinn of Payment ,,,,,,, ,,; 14 4 19.13` Article.or Paragraph Nat tber Article or Paragraph Number Observation by ENGINEER:,. ....,,.. .:,9.2 OWNER May Stop. Work,: 13 10 Rtspons�bil t es Limitations on :.,,;. , , „9 11,-9;13 Prompt Notice of-Detecis;,;,;.,, - - ,..,...134 Review or Reports on Dili'ermg Subsurface 'Rejecting.:... ................. ,9 6 and Physical Conditions „_„ ; .....,; ,4 2A Uncovering:the Work ...................... ......13.8 Shop Drawings and Samples, review Definitions „ .., ..; . 1, responsibiht} . , ,_.:. - ...:. 6.26:: . _ Delays ................................ 4.1, 6.29 I2 3 12,4- Status During Construction— _Ueryjof ,_,. ................ „ ., ...... .2.1 autiiori$ed verietions m tiie Wort ,,; ;;;,,,;95 Delivery of certificates of,insurance 2:7 Clarifications and [nierprztations 9.4 Deterininaiions for Unit Prices,,:: :, 9aU s Decisions on Disputes 9 11'9:12: Dif%ring_Subsurface,or Physical Conditions-- Determinations on Unit Prtee,;,,., i9.10 Notice of _ 4 3 ENGINEER ms Initial Interpreter. 9.11-9i12 ENGiNFFRs Rev1.iew ,,, „. 4,2 4 FNGINEFR s Responsibilities ,,;, 9,1 9.12 Possible Confract,Docurnents Change,,,:, „.4 � 5 t d Limionon s ENGINEER'S Authority Possible Price and Times Adjustmentg.... ..., 4 2.6 and Responsibilities ........ .....9.13 Discrepancies Reporting OWNER's Representatne ,; 91 and Resolving.;,,. 2.5;3.3.Z 6.14 2 Projcc(Representative Dispute Resolution- Rejecting Deject i,e Wort. .,.,,,. 9:6 Agrcenieht :,,,,,;,,,,,,, ;,,;,;;;,, J6 1 iGG Shop Drawings; Change Orders Arbitration..,....,., . ,..„16 _ ............... - 1 16:5 .... agd'Paymients...... . ....... .. . -9.7-9:9 . ....... gerieiell6 Visits to Site ........ .:...:.......... .: .9.2 Mediation ... 16 6 . Unit Price determinations 9.10 Dispute Resolution Agreemenp.:.. .. 16 1-16:6 Visits to Site,. 9.2 Disputes, Decisions by ENGINEER 9.11-9.12 Written consent requiie¢ 7?,9.1 DEC Equipment,Labor Msterials,W 6-45.3 • pi z of __ _ of6. 2 1 F uipment rental (osi oPilie WorF . ; F4tEqu l l 4 5:3 Record ivalent Materials and Equipment,;,,,,, ,,,, ,,,6:7 Reuse of 37 error,or tanissions .......... „ 6:33 Drawings--dafinitiom.of ......... :........ „,115 Evidence of Financial Arrangements,.,:,,., ..:811 Easements 41 Explorations of physical,condirions 4 2A Efe-cuve date of,Agrccment -. definition gf ,. .... ,j 16 Fee,%C6NTRAdO.. 'Costs Phis ,,,,.. 11;6 Nmergcncles - :....:: _ ..._ ...... 6 23 Field Order'- ' ENGINEER-- definition _6f.....................:................ ......... ....:.:1.19 as initial interpreter;oddisputes . ,,,.,... .9.11 9.12 issued by ENGINEER-,:_,; 3.6.1, 9.5, definition oC 117 Pinal,Application For Puymenl 14.12 . Umitriuons on authority and respoiisibiliues 9 13 Final inspection . ......... :.,........... ,,14:11 Replacement of,:. ... .,. 8.2 Final Payment, — Resident Prolec[=Represcntafivc - .,., „ ,,,.,_93 andAcccptancc. ........:.............. 14.13-14:1'4. ... E.NGINEER's Consultant -- &tmltion of,,,,.,,, „.,,,,I 18 Prior to, allowriccs ;,,,,,,, ENGINfiER's-- _forwsh Geneisl Provisions ... ,............... ........ ..... 17.3-17:4 authority and, responsibility; limitations on .....9.13 General Requiremenis— Authorized Variations in ie Woik..:..:.:.........95 definition of:,,..............,,,,;, .)..26, Change Orders; responsibility for ..::9,7 10 11" 12 principal references tp,., : 2$,'6 4 G 6 6,7, 6.24 "Clarifications and Interpretations..,.._..,,. .3:6.3, 9;4 'Gi3ing Notice;_,.. . Dtcissidns on Disputes ,,:,,,,,, - ,,.;.,,. , 9 11-912 . Guarantee oC Work -by CONTRACTOR;; „6.3Q 1412. dejecnve Work; notice of,,................................ 3.1 Hazard Communication Programs ,,,,,,, ...., Evaluation of Substitute Item§ ....6'7.3 Hazardous Waste-,- Liability .......... ..: ...... 6:32, 9.12 _definition of.. .......; ...................... ,1:21 Notice Work is Accepfable.-........... ...... ..14 13 general ........1-5 Observations;;,.,;; ..,...... ........ 6.30.2,9.2 OWNEWsresponsibiIity"for ,,,,,,,,; 8;10 iz EJCDC OGNERAL CONDITIONS 1910,-8 (1990 EDITION a'!CiTY'6F;FORTCOLLINsmoD1Fi4 ,1iio*-Mv9r99) 0 Indemnification----------------_,-_-_-,-A.12�- 6-16,,631-6.33 Initiallv.Acceptabl6 Schedules ............... :,., __..2.9 Inspection -- `Certificates or...,....; ..................... ;.,;913 4, 13.5,;14:12 Final.............................. Article orParagraph Number Special :required byENGINEER....... 9.6; Tests and Approval.,,,:,.;. ....,,;;,,, 8.7; 133-13!4 Insurance— Acecptancc of, by„....,. „ ..: 3;14 Additional, required by changes in the :work... .:. ,:............ ....... ..:. ..:.11.4.5.9 Before starting the Work; ....... ..... 2.7 Bonds and --in Cancellation Provisions ................... ...5.8 .Certificates of,,,.. ,_ ...... 2.7, 5,.5.3, 4 11, 5 4.13,: ................... 6 5, 5:8, 5.14, 9.13.4; 14.12 :completed operations...., ........ .......... .„..... 5AA3 CONTRACTORS Liability ...................... ..., 5.4. CONTRACTOR! objection to coverage .5.14 Contractual Liability., „ ,.. > 4:10 responsibility..:.......::...................:.::::..:::...... $:9 Final Applicaion for.Paynient ........ ,........... _.....14.12 Licensed Insurers ......... ......... ..........5.3 Notice requirements: material changes 5 8 105 Option to Replace ....... ............ 5.14 . nsu other special irances,,,,,,,,,,,,,,,,,, ....5.10 Oi�'NERas fiduciary for insureds;,,,, ....5.12-5.13 Olt9VER's Liability , . , 5:5 OWNERs Responsibility:........:...................:......8:5' . Partial Utilization. Property Insurance 5 Property ....... .. i..:.. ........ ....... Receipt and Application oflnsurancc Proceeds ..........................................,.., 5,A 2-5.13 Special Insurance ... , .._ .„_.;,5.10' -Waiver of Rights ........................... .. ..:5:11 IntentoFContracrDoe iunents;, , ;3 1-3:4 Interpretations and Clarifications 3163;.9:9 Itivcstigations:of physical conditions ... I .4.2 Labor, Materials and Equipment ............ : 3-65 Lands -- 'and Easements....:..:...........................................5.4 Availability Of .........:....:........ 4`l 8.4 Reportsand Tests .,,: .::.., ...,.5:4• Laws and Rcgulations-.Laws.or Regulations Boii ls................ ... 5,1.5.2 Changes in the Work ...... . . ...... 10.4 Contract Documents ...... ... ...:..: 3: t CONTRACTOR's Responsibilities ...:............... 6.14 Cor ectionPeriod,deftwtive Work;;,:; 13.12 Cost of.the Work, taxes,„ ......... 11.4.5:4. defmitioh of. ......-. ...._... _..I...1 22> _ ,gemira16.14 - lndemriificatiori:...,, ................. ........:....._ 6.31=6.33 R Insurance., ...... . ... ., 5.3 Precedence. .. 3 13:3:3 Reference to 3:3i1 S�Cc(y'aiidPratection,,;620,,13:2 Subcontractors, Suppliers and Others 6:8-6.11. Article_ or Paragraph Number Tests and Inspections 13.5; Usc.of premises,,,. 6.16, visits to Site ._..-,.,. ..9.7 Liability insurance-- ..... _.... ... - .. CONTRAC'FOR's 5.4 OWNER'S. S.S Licensed Sureties and Insurers................................. 5.3` Liens• - Application for Progress paymenl , .., ,,; .; ...14.2 CONTiUM-OR'srWarrantyofl'itic 14:3 .Final Application for Payment ..................... 14.12 definition of ..:............................................1:43 Waiver of Claims .,,;;. 14.15' LimitationsomENGINEER's authority and responsibilities ..:,,:.: 9,13: Limited Reliance by CONTRACTOR Authorized ...... :..:.:......... ::.:...::.......... :..::...:.... :4 2.2 Maintenance:and Operating Manuals -- 'Final Application for Payment ... ...:................... 4.12 Manuals (of others) -- Precedence -Reference to intoritiact Llocuiocntg .......... .... 3:3.1. Materials and equipment-- furnishcdb}CONTRACTOR;,._...,:-..:.... .. ,.;6.3' not incorporated Materials or equipment --equivalent,,. _................ 6.7 ,1G:7 'Milestones: -definition o(, Miscellaneous•- Computition of Times, ............ ; ...,_ ...._17?' Cumula)ive Remedies ................ 17.4 Giving Notice :,,..... .......17.1: Notice ofChtin......... _ .......:. .. ............173, Professional Feeii mid Court Costs Included,;.•, ;17.5; Multi -prime contracts,,.... ..;:... .:..... .... 7 Not Shown or Indicated,,, ,4.32 Acceptability of Project .......... :.:.. . . ..... :.:; 14.13' Award definition'o(......... ........ .......... .... 1; 25, Claim ... ......... .............�7:3 Defects.13.1 .. biffeiing subsurfaceor Physical ('onditions 4:28. Givirig .:.:.::. .:::..,:. LZI Te-sts'and Inspections, .........,13.3: Variation Shop Drawing and sample 427 'Nottce to Proceed -- definition of ............ :......:.......... . ...............1:26 :giving ............. ................ I ........ .................... 2.3. 61CDC GGNFRAL CONDITIONS 191M (1990 EDITION) wt Ct TY OF FORT,COI!Xi4S MdDMCATIONS (REV 9199). 0 u 11 • 0 Notification to Surety.:. ......... ........................... .....10.5 Observations; by ENGINEER„___: 6.30 9,2 Occupancy of the Work .................5.15, 630.2.4, 14A0 Omissions or.acts-by CONTRACTOR ...........6.9, 9.13 Open peril policy form, Insurance ............................ 5.6.2 'Option to Replace....,. ......: ....... .::5A4 Article or Paragraph IJumhi�r "Or &Iual" Items ...:...:.................................. :....... ..::6:? Other work 7 Overtime Work --prohibition of.,. I ...., 6.3 OWNER -- Acceptance ofdefecrive. Work,,,,,,,,,,,,,,,,,,,,; ,,,,, J3.13 �appomCan ENGINEER....................................... 8:2 as'riduciary ......................... ; - ..........., 5.12-5.13 Availability,of Lands, responsibility,,,;,,,,;,,,,, 4.1 definition of .......... ........... :...................... ......... 1.27 data, furnish.........._..........................................R:3 1vlay Correct . ecrlve Work ..;;;: .Z.13.14 May refuse to make payment, ....... .:........14.7 May Stop the Work :................................. :...... 13.10 Achy Suspend Work; Te,rminete....... . - ...:..:.. ...... 13.10, 15.1,;15,4 .Payment, make prompt ..::.... .....:R.3, 14.4, 14.13 perfoimm ofottierwork......:........................... '7,1 permUs.and licenses; requirements;..,.... 6.13 purchased insurance requirements ............. ....... OWNER's-- Acceptance of the Work ........ ................. ,.... 6:30.2.5 ChangiOrders; obligation to execute..'.,.,., ..8.6, 10.4 Communications,,,,;,,,,,,,,,,,, ........, ....a.l Coordination of the LVork................................... 7.4 Disputes, request for deci ion............................9.11 Inspections, tests and approvals ................ .;$.7, 13.4 Liability Insurance ....:.......... ..... ,. ......:5.5 Notice of Defects..............................................13.1, Representative --During Construction, ENGINEERS Status.. .......... ................ - ....... 9.1 Responsibilities-- Asbestos,.PCl3s, Petroleum, Hazardous: Waste or Radioactive Material.................8.10 .Change Orders ..... ............. :............... :.::....:... 8.6 Changes in the Work...................................10,1 CONTRACTOR s' responsibilitic;.............. ... 5,9 -evidence of financial arrangements,, .......$,11 inspections, tests and approvals .....................8.7 insuiancc,,,, ,, 8.5 lands and easements,....: .................. ......8.4 prompt payment by............. ............ .._,.........8.3 replacement of ENGINEER ......:..............:.$.2 reports and tests........:...................................8.4 slop or suspend Woih,.,,.; ..........i8:8, 13A0...15.1 terminate CONTRACI'ORs services_,,. _ :....... :.:... .............. :.:.::. 8:8. 15.2 separate.representativerat sits ............................ 9:3 testing independent ............ _.,............... ..........13.4 use or occupancy of the Work ......................... 3 15 6:30.2.4..14.10 written consent or approval required, ....... ........, 9._l,:6,3,'114 EJCDC GENERAL CONDMOM1910-5 (1990 ED171oM _. w! C(TY OP: PORT COLLINS A10DIflCAT10NS (REV 9/99) Article -or Paragraph. Article' or Paragraph Number Number written notice, required;:...............7,1, SPA 9:I1, shown or Indicated ......., ...,,,.,,,,,,.,:......... ; ....... 24.3.1 .......................I 1 2, 119, 14.7, 15 4 Technical Data ................................... ........ R.4 2.2, PCBs-- PfeCOnStrueti6h COnferencq :...........:,. �q$ defnition of 129 ' Preliminary Matters general .... ..... 4 5 ,.,,,, 1 rcliminary Schedules ,....2 2.6 QI�NE s iesponsibihty'Cor , ........; ;, , .,,.li 1Q Premises; Use of ...., .,, ...... 6 W&I8 Partial Utilization- . Pike, Change of Cinir'kt , ,,,,,,,,,;,,,,;,,,,, ,,,,,,,,,,,,,,, I 1 definition of,.,: 1'28 Price Contract definition of ...:,::. .. -1111 general6.30.2.4. 14.10 Progress Payment, Applications for.... ................. 14:2 Property Insurance. ...:.... . ....................>......:5.15_ ProgressPayment,rctamagc ......... ..,.:.. 14:2 Patent Fees and Royalties ........................................ 6.12 Progress schedule,'CONTRACTOR's,,........... L6,.2 8, 2.9, Payment BoniLs;,:,. S J 5:2 6 6, 6.29, 10.4. 15.21. Payments Recwmmendationof ..............14.4-14.-7,14.13 Project-defmi1.tionof:...... ...... i.31 PaynienYs to'CON''TkkCTOR and Completion— Project Representative--. Application for ProgressPayments ...................... 14.2 ENGINELRs,Status ;DuiingConstruction...., GONTRACI'OKs:LVartantyofTitic;"._ 143 PiojcctRc.Rc presentative,sident--detinnof,ion,,...-:1:33 Final lbr,Nynicnt ;-,,,;, 1 ,prompt paynicn[ by Ot\TIER. .,..... - .;;R,'3 Final nppliict tiion - •. p ..... 14.12 . 411 Property,insurance Filial Payment. and Acceptance . .... ..... ......14.13-14.14 'Additional _::.............................5--7 Additional .... general .... .... . I...... ;$.3, 14 general5.6-5`.10 Partial Utilization . ..:..:.. :. .. .:.. ,:.:14.10 Partial Ciulization: 5 15; 14:IQ;2 Retainage ... .......... ....... ...,14:2 receipt and application of proceeds- .............5.12-5_13 Review of Application `s'fib r Protection, Safety and,;..........; ....... ..:...... .6 20.6.21; 13.2 ProgressPaymients,,,_.-,. . I4A-14,7 Punch list prompt payment„ ..,.,. .....$:3 Radioactive Material-- Schedule'of Values ............................................. 14.-1 defntion of ...,.:.....::.......................:......:.. 1.32 Substantial Completion .......... _.14.8=14.9 genera14.5 R'aiver of Claims 14.15 OWNHR's responsibility for R.10 when piynients due 144 14 13 Recommendation of Payment IQ 4 145 14:13 withholding payment_.... _ ......... ...._...147 Record Documents..., _. 6 19 14.12 O Performance [Sonds .............. .......:......... ......:5 15.2 .,, Retards: ProceiluresCor maintaining .. ....... -2.8 Permits - - ..........6_.13 Reference Points-. .... 4.4 Petroleum 'Reference to Standarde,and S ecifi`cations definition of,,,,,,,,,,,,,,,,,; 1 30 of Technical Societies,,,,,,,, ........... ....33 general ........................... ........4:5 Regulations, Laws and(of)................................... : G 14 - - .Rejecting Defecnve-1Vork, ......... ,_-;9.6. O'ANER's responsibility for ............. ...8:10 _ Related,Work-- PhysieaLConditions'- ............. at Site' .., - ..- 7.1.7.3 Drawings of in'or relating io ..... .......... 2. L2 Performed prior to Shop Drawings ENGINEF,R's revicrv,;; (4.2.A and Samples submittals icvicK 6.28 existin ,.., ... , 4.2.2 Remedies, cumulative,,,,;, ......,.17.4,=17.5 .gcriera14.2:L2..... ,.,...... .... ..... Rem,or.Correcnon'ofDefective Work . ,. ..... .13:11 ..............:. Notice of Differing Subsurface or,.,,,,,, ,,4.2.3 rental agreements, OWNER approval required 1;4.5:3 Possible Contract Dociaiients Change:, -0.2:5 replacement of ENGINEER by;OWNER ' .1 ,.,: .: 8.2 Possible PriceandTimes Adjustment;;. .....4;2:6 . Reporting and Resolving Reportsand Drawings ......... I .............. I ........ :..:4 2.1 Discrepancies ..,,:.,,,,,,,,, .............. ;2.5, 3.3.2;:(5:14.2 Subsurface and .. .......... _ 42 Reportsr Subsurfacc,Conditions-"...." „ - ... 4.2:1.1 . and Drawings „ .....,., - 4.2:1 Technical Data, Limited Reliance by and Tests, OIVNER's responsibility 8:4 CONTRACTOR Authorized ,,,.;., ,,,;4; 23 Resident and ProjectRepresentative-- , UndergroundFaciliiie'-,- definitionof. ; L33 general......... ......................... ....... :.............. 4.3 NotShown'or Indicaed..............................4r3,2 Protection oC ... ..:...: 4 3, 6.20 pro' ision for.., ..... . ......... .............. ..,:..;.9 3 xii' LrCuc GrNLRALCoNvtrloxS 1910s(1990 mtitox). .w/ CITTOF FORT COLLINS MOI)MCAIIONS WV 9/99), �J • 0 Article or' Raragraph Number ResidenPStiperintendent, CONTRACTOR'$-,,- ... :: 6.2 Responsibilities-- CONTRACTOR's-m`general„ .::,... ,, ;6 E.NG1Noliks=in general ......:.. .. .:..::.: 9. . Limitations an ...::..:::........ :......... :,............. :i9`13`. OWNER'sin,general -. 8141 Retainage................................................. ..... Review by GOMI'RACTOR: Shop Drawings .and Samples piiur to S ibtiiitol .... :.,;6:25 102- ...................... ...................4.1. 618 and protection:„...... ........ ....... .., :6.20-6:21; 7.2, 112 .general ., .................................., ..............0.20.6:23- ;RepreseIntativc; CONTRACTOR s ......... .....21 Samples-.- - deli iitiod o(........................ ......: l 34 general .......... .:.. 6 24-6.28 RevitvlyCONTRACTOR,._ ......... 6.25 Review by EI�TGINEER ........ ........ 626, 627 related Work,,,,,,, ......... ............. 28 submittal of .:........................... .................. 6 24 2.. submittaCproce`dure; . ,,,,,,;,, „ , ,, ;,, 6.25 Schedule of progress„ .......... ,. 2 6. 2 S 9, 6.6; 629.J0.4, 152.1 Schedule &Shop Drawing;and'Sample Submittals ......... ..........,2.6, 2 5-2 9, 6.24-6.25 Schcdulc of Values.... ........... .... .4.6, 2:8-2.9, 14 I. Schedules-- :Adherence to..,...:-:........:.: ...1 ....:..::.........5.21 Adjusting................. ...... ......-...... ..66. ,Change of ContractTimea.......... ......10 4 Initially.Acceptable. .................... 2:9, Pre lini mary .......... ........ ........................ 6 ,scope of Changes; ........ , ,..,„_-.10.3-10.4 Subsurface Conditions Shop:Drawings= ........ .-A.35 revel of - 3. for review,:,., ...9 7 6 24-6::2g atzd Work ......... ._...... ........ ..:.0,28. %iew procedures 8 G 24.628 Article or Paragraph Numbor_ 6.24.1 ups .::;: - 6.25 bstitutions „ '633 ......:. 7.2. 13 2 617 .....:.5;6' .................................... I:36 precedence... ....... z.:........ 3 i 3:3 Standards and Specifications of Technical Societies;,,, ......... .................. 3 i Starting Construction, Before ....... ; ; ,,, ...... Starting the.Wor� 2 4 DR.:...:..: ....:.......:..: ...... ,15.5. ......... 5:8, 13.1Q,.15.1 and equipment;,:,.... 4.1, 7.2 . . ......................... 1.'37 _.....12 3 0.11 crier a l;................................ 6: R=6.11 ed provisiong 5.11.'6.11; 11 4.3 or Payment ...... ,....... ... _,14.2 and Opera4ori Manuals 14:12 ...... 6.;._5 dules:..:::. .:....... :... ..2.6, 2:9 . 6:24 6:28 ..... ...:::... ........2 6, 14.1 Submissions .............. ........ ,......... 2612.R,2.9 Shop Drawings ,..... ........ ........6 24-6.28 - :Substantial Completion--- certtCtcation;of ti i¢;3U 3 14'.5-14.9 definition 6f, ......... ...............................1.38 :Substitute Constructton Metfiods or Procedures „ ,, G.7:2 .Substitutes and�40r Equal" Items ........ ....... ........6.7 CONTRACTOR's Expense .......6 7.1.3 ENGINEER's Evaluation 67.3 "Or Equal":. _..:. - ;.6.7.1:1 Substitute, Construction Methods Ercoc csri>xnL coN1i1r1oNs isto-s (19vo tDinoM wt CITYOF FOKt COLLINS MODIRCAMN5 (REV 9M) Tempdfaiy cdriitriibticrn:fhciliti". ....................... 4.1 is Article. or, Paragraph Article,or Paragraph Ntlinber Number or,Procedures....:....... ........... ..... A7.2- -. Substitute I I tcms : 6 T l.2 .... ........... ......... Subswfiic-ean'd physical Conditio'n's-1- ......... Drawinp of, in or rc[aLh to,,;,,..,,,,. ....1�2.L2 -ENGH,TEDZ!sReview 24 ............ .... 4:2 Limited imited Reliance liance by CONTRACTOR Authofizxd .......................... ...... Notice of Diffiefing Subsurface or Physical Conditior - is ..... -1.23 Physical Con - ditions .... ** ...... ........................... 4.2: H2 6�' i b I �u L,rac t, D oc d in en t s I Change,. 4 . .2.5 Possible Price and Times Adjustments. ... ....... 4,2.6 Reports and 6rawiiigs..... ... 4. - -4.2.1 Subsurface and 42 Subsurface Conditions Ai the Site 4,I'IJ Tech*ai Data ..... ....................... ........ 42.2 Supervision-- CONTRACTORs responsibility--,: ......... a ...... OWNER shall not supervisq ................................8.9 ENGINEER 'shall not supervise;,,,;,,,,,;,,,.,,, 9.2,' 9. 13.2 Superintendence:;. ............... ........................ Superintendent, CONTRACTORs resident. ,_. .;1.11 ... 0.2 -Supplemental costs ..11.4.5 Supplementary" C'on`d,i-t'ion'*s'* definition of ......... .................... * ... 1.39 . ..................... principal references tQ .................J.10 1. 181' 2: 1, , .......... 4.3; 51.1, $.3, 5:4, 5,:6,5.91 ...5 11, 618, 6.13, 7.4, 8.11, 9.3. 9) 0 Supplementing:Contract Documents„ ....... .........1.6 Supplier -- definition of .............. : ........ ;; .............. ..... J.40 phncioal references tQ ........... 3J,:63,-6.8-6.11, 6.:20, ..... ....... I ................... ........ 6.24, 9.13, ' 14.12 Waiver of Rights .... ........... ......................... conseni to Final payment ...... ....... -_,14.12, 14.14 ENGINEER has no duty tq- Notincation of..... ........ .............10.1, 1,0�511,5:2 I;F .................................. q ua I cation- �� -5.1-53 bligations.....:........I...... Survival of Obligations,,,,,,;,,,,,,,,,,,;, . 6.34 Suspend Work, OWNER May ..... ........ ; ........ J3.10,15.1 Suspension of Work and Termination-.,. ...... 1 �5 CONTRACTOR May Stop Work or Term inate. . .......... ........... .............. OWNER May-Suspcnd Work, .................. ........ 1.5.1 ' OWNTERI&y T "mate .......................... Taxes--Phyment,by CONTRACTOK ................ ...... 6.15 Ticfiniciil l5ita-- 'Limited Reliance by CONTRACTOR ........... 141.2 Possible Price and Times Adjustinen�t�s; ..,. ".4.'2':6' Reports ' of Differing *Conditions..., ' ' S�ib ' sur ' face an - d Physical Conditions ....... ........................ _ 4.23 xiv by,CON•. rRACTOW ........ * ................... yOWNER .. . . ...................................... ........ 3f ENGINFER's:cniployment ......................... ?.-2 ................ 15 ms and Adjectives,;,.;,.... is and ln�ipecticns-- Access to the Work, bypthers .... ...... ....... :13.2 'CON`I'kA&OWs responsibilities ....................... 13.5 cost of 13.4 Work. prior tq...I---- ................ 13.6-13:7 ,covering Laws and Regulations (or) .................... 13'.5 Notice ofDefects ..................... I ........................ 13.1 ,OWNFR May Stop Work, .................... -O..1VKFR.'s'i-ndEpendcnt. testing,..,., ................... I :..;J3A . special, required by, ENGI N E SR ..................... ,ti elyn ti&e,rcqdiTcd m 9 - 1, 1... ...... 11-1 ............... ... I .... 13.4 re , ............. 118-13:9 Times. - Adjusting .... ...... ........ ................. 0.6 iract 4-6nge of Contract .. .......... ... *-- ..... * ... * ... * - , .. ... 12 Computation 1. omputation of, ....... : .... ...... % .............. ..... .P.2 Contract Times-definiiio"n of ................. ....... jj2 day--------- ...... .................. kicst6nesl ..... ............ ..... .............. 1-2 Requirements'- ............... claims and disputes-.,,,.:: .. ...... 9.11,11.21, 12 o.t.. Commencement f0ra iTiines ... _:_2.3. preconstru tion Conference "):8 schedules .......................................... 2.6; 2.9; 6.-6 �S,thrtilng the Work. ........... ...... ........ -.14 Title; Warranty of� .......................... ..................... _1 , 4.3 Uncovering Work ............. ....... ........ JI8419 Underground Facilities, Physical Conditions- 'd6finifion of )AI NovShown cr-indi6ated... ....... ... 4.12 protection otection of .......................................... .4.3;'6.20 Shown or Indicated .............. I ........................... Unit Mee Work- claims ... I I t9.3 ......... -definition of ....................... ............................. 3.42 'generalll.9,14:1, 14:5 "ri. - Unit Prices-- I: ces- g6ricial-I 1:3. 1, Determ.ination for .................... .................... : ..... 9-10 Use of Premises Utility owners ..................... ...... �6D, 6.20,:7:1-7.3� 113..2 Utilization, ...... ........1 14.10 Value of the Wclik� I .. ................ 11.3 Qu, es Schedule I of 2: ?A 8 -2.9. 1 1 EJCDC GENLRAL CONDITIONS 191 O-S 6M'EDITION) wt ci TY & FoFLT cotLrN§ K46DIFICATI ONS (RFV 9/99) 0 0 Geotechnical Engineering Report l��rrac®n Remington Parking Garage West Canopy ■ Fort Collins, Colorado • June 17, 2013 ■ Terracon Project No. 20135016 After reviewing boring logs from previous studies at locations to the north, south and east of this site, we believe bedrock should be expected at depths of approximately 13 to 15 feet below the existing concrete surface. We have included the boring logs from the previous studies in Appendix A. 3.2 Laboratory Testing One soil sample was selected for swell -consolidation testing and exhibited 1.1 percent compression when wetted. The sandstone and siltstone bedrock expected below this site is also considered to have low expansive potential or non -expansive. Samples of site soils selected for plasticity testing exhibited medium plasticity with a liquid limit of 27 and a plasticity index of 11. Laboratory test results are presented in Appendix B. 3.3 Groundwater The boreholes were observed while drilling and after completion for the presence and level of groundwater. Groundwater was not observed in the borings while drilling, or for the short duration that the borings were allowed to remain open. In previous studies completed in nearby areas, groundwater was measured in. some boreholes at depths ranging from 21 to 22 feet below site grades. We believe groundwater may be present below this site at depths ranging from 20 to 25 feet below existing site grades. • Groundwater conditions can .change with varying seasonal and weather conditions, and other factors. The possibility of groundwater fluctuations should be considered when developing design and construction plans for the project. n 4.0 RECOMMENDATIONS FOR DESIGN AND CONSTRUCTION 4.1 Geotechnical Considerations Based on subsurface conditions encountered in the borings, the site appears suitable for the proposed construction from a geotechnical point of view provided certain precautions and design and construction recommendations described in this report are followed. We have identified geotechnical conditions that could impact design and construction of the proposed canopy. 4.1.1 Existing, Undocumented Fill As previously noted, existing undocumented fill was encountered to depths up to about 3 feet in the borings drilled at the site. We do not possess any information regarding whether the fill was placed under the observation of a geotechnical engineer. However, we believe the fill was likely placed during the construction of the existing concrete pavements and other improvements. Responsive ■ Resourceful ■ Reliable 3 Variations in Wbrk--Minor Authorize ......... 4'6125' 61.27, 9.15 Article cir,]Paragraph Numb'er Visits*to Sit67zby ENGINEER-... ................... 9,2 Waiver of Cla im s--on Final. Payment ..... ................ 14.15 Waivef of Rights by insured parti6s� ....... ....... ,j;fi;,6.11 Warranty and guarantee, General— by CONTRACTOR ...................... ...... I ...... 6.30 ...... Warrimty of Title, CONTRACTORs ............... .'....::14.3 Work--, Ac&css to .......... ................... . ..... . .......... 112 by others ........................................ ...................... 7 Changesin the.: ........................... ................ .... 11 01�: Continuing the ........ ....................... ................. 0:29 CONTRACTOR May. Stop Work or Terminate... ; ................... I .............. J5.5 Coordination of, .. . ............................................3.4 Cost of the ....................................... ) L+-I 115 definition of..........................................1.43 neglected by CONTRACTOR .... :1.1 ......... ...... 13.1.4 otherWork......._...................::............................ :7 OWNER May Stop Work ......... :; .......... 1110 OWNER May Suspend Work....., ............. J3.10,15.-I Related, Work at Sitq ............ : ........... ......... 7.1-73 Starting the'o...............m.m. —.......................... j .... :2.4 Stopping by CONTRACTOR ........ .............. ..... 15.5 Stopping by OWNER ... ...... .... :% ... 15.1.-15.4 Variation and deviation authorized, minot.... ....... 3,6 Work Changii Directive — claims pursuant to..............................102 • definition of... ................................................... 1.44 pruicipal references to .............. ........ 3.53,10. 1-1.0.2 Written Amendment -- definition of....: ...... .............. .......... : .............. J'45 principal references tq .............. l.l0I5,5.l0,i.5A2, .4 .... bw ............. :;..¢:6'2,_ 6.8.2,6.19,10:1, 10,4, ....... .. .......... . I ];� 111, 13.12;,2, 143.2 Written Clarifications and InterpretatiM ........... ........ :3.6.31 9!4, 9.11 Written Noti6e,Rquired— by CONTRACTOR ............................. 7.1,9.10-9.1 1, ...... ....... A 10.4. il.2� 12 b..... ................ yoVNE R.._ 9.10-9.11, 10.4, 11.2, 13.14 xv 0 LJCDC GENEM CONDMONS1910-8 (1990 EDMON) w/ aw OF, FORT COLLINS mwrncA-noNs (REv 9/99) (This page left blank intentionally) mi. EXW QGNEM CONIHnONS 1910-8 (1990 EDMON) w/ CITY;OF FORT COLUNS MODIFICATIONS (REV.9/99) 0 0 0 0 ,,6ENERAL- C'0NDrr'I0NS .ARTICLE. I-EilE.FLNMOINS Vherevcr.u's�edin'diese General "Conditions or "in ihe. other Contract . Documents the following terms hoc'�the' .T I nea . p!ngs� iridicated'Nvl�ch ere appli,6abli�,Jo b6th the singular arid plural thereof-. 1.1. A&Iendd-Wfitti.r or, graphic instruments issued opening ,prior to-,th_ of _Bids'.which clarify.. correct, or change the Bidding, Requirements or the; Contract 1.2. Ag;tiemeiziLThc'wiiacn contract bctwc6n'OWNhR jand'CONTRACTOR: covering the Work to be perfu r imedl: other - ' Contract Documents arc attached to the Agreement and 'made - part Lljrc6f - as provided therein: ' '.. 13. APplication for Paynieni-Ilic" form . acedpted , by PNGrNEFR which is to be used by CONTRACTOR,iri requesting progress or.firial payments and which is lobe .accompanied by such �supportiiig documeuthtiqn,,as. is required bytholt.ont-iac-tl)c)cuni*cln'ts. 1.9,. Asbestos' --Any miterial'ilidt contains morethanrone: 'pe.rcent asbestos and is friAleoiis releasing asbcsi6s fibers into the air above current action levels established by the, Uni I tcd States Occuptiorkal Safety a - ii - d I H - calth -Administrifi6n, 13. Aid -The offeror proposal of the bidder submitted ,on thepresciibed form,settingfibith thepricesfor tic Work to be pcif6,r' m-'ed. 16. Bi&b'ng Dcxi�n&nts-�The adveitiserfient' or invitation-to'Bid, I instructions ctions I to bidders,_tli, Bid.f6rm, and .ilia proposed CoAtract 156auffiehis';(ineluaing'all AdMida issued prior to receipt of bids). 1.7. Bidding. I , R . equirqmenbsThc advertisement :or invitation to bid, itikiiiaionsio' bidders ,,`and 'thBid term; 1.8. Bondi -Performance and Payment bonds.and other instruments of security: 1.9. Clwnge OrderLA doment recommended by .13�JGNMIZ , , which is' signed by CONTRACTOR and ;b%VNER and authorizes an addition, deletion or revision in the Work to an adjustmentiii -thi Contract Price or the- Contraci iffnes, issued on or,after theVItctive Date,of the Agreemem; 1.10. 'Conthicl D6cumcn19-The.Agr.ecmcnL Addenda (which . pertain -to the, Contract ]Z)6cuments), CON7rRACTOR's Bid (including- clocumentatiow �accorn . papy . u I ig tfie Bid' and ,any post, Bid do,6ach6.66,iii, :submitted pridi to the Notice of Awiird) when attached is an iAigit. to the Agreement, tKc Notice f6j'r6&A the Bonds,. these General Conditions, the . Supplementary Conditions, the Specifications cat . ions and the, Dmwin -gs as the, EjcDcoE&tkALc6t,,biTi6NS1gio-s(i4o,g(k!,ian) wrdn�or FORT COW ri. MODIFICATIONS I (1'(EV4/2000) 1.11. C6ritrdcl Price -The moneys payable by OWNER 16'CONTRA&OR:for c6ffiplctidnd theMork in accordance 'with ihe�.Cbit-me-t Docur . he I nts a . § 1, stated . in the. Agreement {subject to, the', provisions, o I f parag raph 11.0 in the case of Unit PriceMork)' 1.11 CointizielTimes The numbers of days or the 6'c' staGd iyteiicbicvd,SuExsbntial Con ction,and (into , 'the Work -so that � if, is ready for final evidenced by ENGINEEICs y wn t ree ten cut in accordance paym i�* p ' amimpli 14.13 1:13, CO . NMACT60 -The person, firm or, corpo rat . ton with whornOWNER has entered into the Agrectrient- 1.45. Dirovirigs.Jhe drawings which show the "scope, dxtent grid Zharactcr,of:the, Work to Fe fiimisfied and per£ormal by CONTRACTOR and which' have; been prepared_ or approved by 1 INEER r6id are referred to ink"the ,Contract Documents: Shop ckswin- gs are not Drawingsasso-defined , 1. 16. Effecfi4 Date of the Agqemenl-Thc date indicitie'd in the ,��eemeni�o'n which" it be becomes effective; I I , — - , .,iive. Weif no such'daie is indicated,it mears.the date on which the Agreem6m'is signed iind'delivered b' Abe List of the. two �iesi'sign iiid deliver. y , a 1217. ENGIAEER-m-The person firm or curporatio n named as such in the Aizicemcnii. IA 8; ENGIAIFER's Constillant-A persoA :firm ,or corporation having a M-,g a c-on-ti-be,t'with N,d ,INEt ER'to furnish services serices is �ENGIIMER'9, 'ii epen& " professional associate 'or,consu tant.with respect to the Project'and who is ideritifled as such in the Supplementary c�tdi i ,y C ticns.• 1.19. Field 'Order -A written orderissued by ENGINEER which'ordcrs muiiur'changes Jri tbeVcrk in accordance with prgra_pb 95:66t which not involve a chiin* in the Contract Price or the'Cojitracffim_e's. 1.20. Gefidnal Reqtfiremie'nfs7Sechio'n's' of DiviiiPri I of 1954 (42USC Section 2011 et,seq.).,'as amehdodfir6in 'Ihe'Spe6iGcaiib_na. time to time. L' )1. Hazardous Waste -The term Hazardous Wasie shall 1 32.b. Regular [Forking Hours --Regular workiny hours have the meaning provided in Section 1604'of the*Solid are definod "'.7:00im to' 6700M ujilCsj otherwise Waste , Disposal,' Act (42 USC'Secti6h600j)'A 'rimended. specified in the General Requirements. li:om time to time:. 133i Resident Project Representative- the nuiborized .2.a.,Lai�.andRegitlatie))is;.Lmm,orRegzilai'i6ns-,-,A'ny representative of LN(jrA M-,who may be assumed to the :and all applicable laws, rules. Jrcjulatioris, brdirian6es, gite,or any, pant'hcieof. ,codes -midioiders of any and all govenimentil ;boiiies. � age ncies Iiuihdniles '5 Un Ction. j 6 1.34. Sbiyiples—Phygical examples of materiaLs, i aquijimenf; :orw'orknitinship that'ere representative of 1.22.b.LexaHlolidovs--shall be;ihose holidays observed some portion of the Work .and which:establish the by the Cimof Fort Collins. standards by which such portion of the Work will be. judged 1.23. Liehi--Liens, charges, security, ihtebests or encumbran&s upon real property or pers 6nal pr�operty. 1:24. Mikstone-A principal . n � specified ificd in the Contract Documents relatirig to an iIije completi6n dine or firoei lmkio-r to Substantial Cbmpletibn 6f ',all thi. work-. 1.25. Notice qf-Awaid-A written notice by OWNER to ,the appare - nt, - su I coessf I Ub I i I dder stating ng that' upon compliance by' the', apparent ;_suecctdfiil bidder` with the conditions ,precedent cnunicratc&thefeiii, within the'6me sp,6ified,, OWNER will sign ariddeliver the Agreement: 1.26.- Alotice, to. Proceed -A written notice given by OWNER to,coNtRACTOR (with a'C-Opyto FNGINEER) 1xinj the date on which the, 'Contract times will commerce to ruri.and on whichCONTRACTOR shall stint ,to perf6rin CONTRM-rms obligations under the Conti-a6t Documents. 1.27: 01PYER1Jhe public body or authority, corporation, association; firm or- pel-s(M with whom, "CONTRACTOR has entered into the Agreement and for whom the Work- is to be pr&ided 1.28. Partial Utilization -Use' "by, OWNER of a :substantiallycompleted partof the 1kork for the purpose ' ' which it. iniiiided (6i �6 related purpose)`" for prior to; Substiiritial Coimplitionuf all ISe Work. 1.29- PCBs -Polychlorinated biphenyk 130. Petroletan-Tetrolcurn, including crude oil or any, Eriaction theic-o'Ewhich is liquidatstandard conditions of. ,temperature and pressure '(60 degrees.,FahrenbiA and, 14:1 pounds jieT square inch klisolutc), such as 6iL petroleum, fuel oil, oil sludge., oil ref6se. gasoline, kerosene and oil mused with 6therrton-Ilazardous Wastes'and crikk, oils. 1.31; P4vct-The total construction of which the Work to -be provided under the Contact Documents may -be the whole, or ipartas indicated elsewhere inAe Contract Documents. 1.32.a. Ra&oacfive.MaIen61-Scuxce.'special huclear: or byproduct material as defined by the Atomic Fnergy Act of wICITY OF FORT COLLINS MODIFICATIONS (kEV4/2000) 1:3 Shop Drair*_Ijs-.All :dniwing's, diagrams, illustrations -5chcdulcsand other date or information ,which are specifically pre pared or assembled by or for CONUPACTOR 'and tikiinifted by CONTRACTok to illustrate some '--p'5T-ti'on'of-dhe-'IVotk. L. 6. Spectfications—Those, portions of the. ContnIci Documents consisting of written technical descriotions,of material-, cquipment; construction systems standards and workman,hip as applied' t6 ',the`Work and certain administrative details applicable tfi&eto. 1.31. Subcontractor --An indi6duali firm or corporation hai-ing a direct contin6trivith CONTRACTOR``or with any other Subcontractor for the p-c'rlbrm*ancc'cf�a part -of the Workat the site. I can be utildied for thi.purposes "Er -which it ii Ird; or if no, such certificate is issued, when the is complete a6d' ready for' finial payment as iced.by ENGM, ER's written recommendation of . nyment - I in accordance with paragiiipla,14.13. I The "siubs;ta , fitially Icomplete" and ' "substantially , antially, eted" as applied to all or pan cf the Work rcicrlo 1.39. `tpplomenta ' _Conditions -The. part ,of; the i� an Contract Documem, iv �oa Pbends or.34plcments these General Cofiditiorm 1.40. Supplier -A manufacturer, fabricator, osupplier; distributor, ni'aterialmmi'di'vendoi having 'd,direct contract with, CoNm4&6k or with :iuiy: Subcontractor to Cumish materials or',eqw'pT`aen'Cto be i66-no'hatid In'the Work by CONTRACTOR or any Subi3ontractor. IAA ;Undeqround 17acilifies-All pipelines, conduits; ducts,' cables, Hues,- manholes, vaults, ti�� tunnels or 'M other ch1a6ilitic'Vor Aiachfticrkt3 Ad,any_cn6aicm'c'6is containing such facilities wH6 have been installed underground to furnish, -any, ojf;ihe following services or, u11 O 0 0 IA L materials: 2 olec"" u _ rn� d _, tolcplmn� ,. gases steam., liquid petroleum pr or, other .communications, cable: tel"L",b. �wage all 'control systems ur.wate IA2: Unit Ypice V6A�WorL to bcpaid;Fbr_ofi the basis; of,uni't prices: 14J. Jkork--The entire; completed construction or the� i vai ous separately" idenb'6ablc parts qiepf 're-quired to be furrvshed urdii the Contract -Documents. Work 7includes an f ishin .1. 1 . bar d the fumisFiing documents; all as'required by the Contract' 1.45. IVY*tLn,Arrijn&wnt-A written amchdnicht of the 'Contract .Documents,, signed by :OWNER and CONTRACTOR on di aftei.tfie Eftedive,riate of the Ap �"i:ra,and n8rmally d6ling'with the ribnerigincering tor. - nontechnical rather than �,strt y constructibri-related '6spects'Of the�Ccmtrac(Doeuffi ents: ARTICLE, 2-PREMUNA.RY MATTERS' Defivery-of Bon&:` 11 When CONTRACTOR defi-ms the executed Agreements, to OXXWER, CONTRACTOR shall also �deliv&-toOWNER such Bonds as CONTRACTOR may : be rcctyi Cum maccor ncewithparagrap required to f h 5.1. �Cqpies of Domments! 22 OWNER shall furnish to CONTRACTOR"up to ten ssCnV�sc 'specified ,coples- (unless -fiea"in - the S,upp,ernea, ry "I, a,- - . - -Corklifibris) of the,Contrict Documents'as are reasonably necessary for ihe execution of iheMork. AdditionO copies will be furnished; upon request, at the cost of'repr9ductiorL. Cobuyiencement 6fCantraci Times; Notice IdFYoceed 23. , . Thc:Cofitract Times will commence to run on the itfiirtieth day after the Effective Date.of the Agrepment, or, VdTYOFF61�TCOLUNS . MOE XF I I CATIO'N'S4LiEV116604 if a*Notio6to Pfo6oed is'giverw6h the day mdi6ted in the Notice tePr&ied. A Notice to Proceed m ay :be given at my time. within thirty days after, the Effective Date of the ment- In bf-Bid op,ening-or-oii-tNmedi-da)i'e r4--- i4.0giP Starting'the TV?rk. 2A. CONTRACTOR shall titan 'to 0,qrforin the, Work .1 i ' i-Tinnei, " , - , ."- i on the date ikhirkfieQ-6il'a'c c0mmerxv� 0 run, but no Work shall be don'e-afthe s'lite, -prior to thedaite on which the Contract Times commence I to r . urL Bafiore�Stqrting Congructiox, and error, ambiguity Docdnfcrts, Unless shouldhay4rip" the 'Wi�rk, =1 parc the 2.6. Within ten days after the Effective Date of the Agre�mcn't �(untem.'6therwisc. specifi6d, in 'the Gcncral Requirements), CONTRACTOR Shall submit to DIGINEERforreview- ' 2:6.1a ptvIiniin-.uy:,progress schedule,, indicating the tuneg,(numben; ofdays cii,dates) fbr stariing and C-ompleting di various stages of the Workincluding if any Milestones spec ied in the Contria Documeiis. 2:62 !a prelim inary schedule of Sfiop'Dm%ying and Sample iubmittils' -which will list each required subittal I processing C . essmg I such-subinitiiit, 2.62. 1. In no case will a schedule be -xeceptable which allows less than 21 calendar days for each review by,13naineer 16.1 A preliminary schedule of values for all of theVork, which will include qualrdifies and &ici6i of Ltems Wegating .,the Contract Price and will subdivide the Work into component parts in,siiuffik-ci'ent detail to to - the, ba�, f, okinchis 'Frye;.as- , , -�L� or progress duhnigeonstruction., Such prices will includi. in appropriate amount of overhead and profit applicable to each item of Work. IT Bef.dre any Work at the site is staited, CONTRACTOR aM ie& deliver 'ic,the e4w,OWNE with co pies to Cash add&t&en�l insi,Fed identified in t a Su ENGINEER. 3 cerfificates',of in§bfimcle (and btherievidence oCinsurancie teasesFeques requested by. 'OWNE which TOR I'll, ==esryeljffe L's required 40 P , 4tchew andccordlirice 'With Preconstruction Conference.-. Within twenty. days tiller the Contract Times start to =befdrean_y'-WciC af the site is started. a conference'. by �CONTRACTOP_ ENGINEER' grid otheri'as' appropriate natc will be held to establish -a working ' understanding among the parties as to the Work and, to discuss' the schedules referred to .in paragraph 2.6, procedure's, .for h"and1ing Shqp Drawp'ps and 'other subtalspr0'essng Appicationsf6rPayment add ' :maintamin reco rds. . laifiakv Acceptable SMedules to in additional ten days to make and to complete mid resubmit - the - - , .ccYri?jxcTOR until the schedules'are s-ubfiiittcd to andai acceptable b1c to EiGINEER as picvidod below. The progress schedule will be acceptable to FNGMTFFR as providing an orderly progression of the Work to completion i6thin any specified -Milestones and the i C&Arai6t Time's. but such'acce6taft'6C will neither imD_0Se on nor i as -ARTICLE3--COINTRACT DOCUMENTS: INTENT, ANIENDINGi REUSE Intent 3.1. The Contract Documcnts; comprise the entire agreement between tween 'OWNER and 'C I ONTRACTOR copcerrarig the Work.. The Contract Documents •are rn compiee n , complementary; what - is�calle�d foir'b - by_one is as binding as if :called ' for by, all. Th4 'Contruct- bo6luinc'nts' will bc construed in accordanoc with'the law of the pla&.0-f the: Project. 3:1 It is the intent of the Contract Documents to FJCDC GENEFLAL'CONDITIONS 1910-9 (1990Fdt) 4 wici-i-i6FFoiTc6LuNSmobiFicA-noN'kn S('?,E-V4-/2000) de&Zribe a' functionally ' complete Project (or part Oicre6f) in to be constructed accordance 'with ,the Cofitrict Documents. Ahy, Work, materials or equipment that mav- reasonably , be ir;terred from the Contract Documents'a-r , , . , custom " �` being fN' i � I di - from ifi, Inrc_ 0 pi�cviu ng_�, rRoduce. the intended result will be- ftimished .:and performed whether- or _n&'sp6i6ificiilly - -called for 'When words or;"Ses which have a,well-know-n technical or construction industry or trade meaning areused to describe WA' 'materials or equipment, such words or , ' shall ." 1�� `materials *in " cdirdari_ with 'that phrases'ac cc m6atirig. Clarifications and'iotei*uitiio of theC6ntract Uoctiinerits'shall he isibe'd by ENGINTEFR as�pibv'ided " in - paragraph 9A; 3.1 Reference to Slrandaitk'and 4eci , fwations of. Te6hniczil, Societies;Riparfinj ii -Ri Mng niscrepanciis.., 3.3.1. Reference to standarcls, snccificatjbns: any or by, tmnlicntiom• shall Lal_code�.or Laws or c of opening of Bids (or, kgrectrefit if there Wefd othe?wi9'L specifically during ;the performance of the Wo,rL TO ' R discovers �' 'any conflict, error, ,or .discrepancy within the ;Contract or between the i.Contrail Docunfcnts and to at on&&,- and, CONTRACTOR -shall with tfii-kVoik.aMeted theieby,'(eiioept iA ENGDM-ER'for failure -to report any such conflict, error. a'In'biguity or disdepane'y yriless :CONTRACTOR. Imew or reasonably. should, 'have known thereof33.3. Except as,6therwisc spe.cifically stated in the Contract Doctuncins :or as may bic,provided,by amendment or supplement thereto issued by one of the methods 'indicated in paragritph 33 or 3.6: 'the proy,iSlons_ of the" th traci Documents' -shill take precedence in,resolving'any'ciinflict. error b ity or discrepancy between the provisions Of e ct 3.3.3.1. the -piovisions of any such standard. 4pecifkation, manual, code or it�stiuction'(wKahcf ,or riot. speqificallyl incorporated by'reference in the Contract, Documents)' or Is 0 0 • 3.3.3.2.the pro3isibfis of any such haws .or' 'keguldtion-S. Oph6ble to"the,picrfeirrame -of thii Work '(urdess such an - interpretation of the provisions . 'of,ihe Contract Documeks'%6uld result in violation of such Amendn and g , tgupplemeatinjzContract Documents: , 3.5. The Cdrania Documents may be, amend6d to pr . o .. vide For additioirM'dele-tioin's aridrevisions in the _ Work or; to, modily, the terms and conditions, thereof in one or more of die fbflqw*q ways: 3.5.1. afbrmiIWrittcnAmlcn&r6nt, 3:5.2: a Change drdci.(puisuant to:paragnioh 10.4). EJ(jDCbENEkAjLC6t,6lll&i5 191" (0909,btkn) wca-y�di FO'R', T�0,0111,NS ---MODIFICATIONS'"(REV 4120,0,0*), 3.5.3. :a Mork Change Directive (pdrsuant. to p I a , r I agr8ph 10.1)_ 1-6. In addition, the, requirements. of: the Contract Documents '� I m I ay I be,so so plehientcd,-and minor"vanations and deviattorts * in the 'Wor'k maylui auithbrneA,m*oneor oM Mof thi'f6li owing lw�'alysl: ll 3`.6A., A,Field,brd.e,r(pursuant iopar#gtaph9,5), 3.6:2_ ENGINEERS approval ofwShopDrd im" San ple,(purs iant toW&26 nd6.27,dq r 3.6;3.1 ENGENEERs written ten inierpretation. or clIft-ificqtJon(pursuam.to rA7Waphl 9;4). Reusi'afD6cuniehu. ARTICLE 4-AVAIELABILITYOF LANDS-- EM - SURFACE ,AND. PHYSICAL CONDITIONS; REEF POINTS - '5 CONTRACTOR shall piovide-for ull additi6nal lands and access thereto that may be required for temporary construction facilities or storage of materials :and; _eyuipmem: .. -4.1 Suti vrfac'ehnd PhT. i&I Coqfirions:; 4 2.1' 'Repok5 and Drmiings: Refere icc is made'to the'Supplementary Conditions for identification of 42.1-1. SulisimfaceCoh&tions. Those reports of exploration and tests oC subs uface coed t pits at or comiau6us;to the sue.that have heen'utilized by ENGINEER in the Contract Documents;: and '4.2.1 2. Plrysical Conditions- 'Chose drawings of physical coiidiooiis in'nr relating to cIxisting'surface - or subsurfaoe structtues.at or contiguous to the -site: (except_ Underground Facilities) that have hccp- utilii 2d_ iy ENGINEER in preparing the Contract Documents. ' t the such such "technical data' 'CONTRACTOR may hot, rely upon, or make any'claim against bl:INPP, FNGINFiFR or any of FNGINFF.R's CorisiiltanL%with respect to: 92 .2a. the completeness "of such,rcports.and draiwtgs for ;CONTRACfOR's .purposes, including, but not limited to, any aspects of the means, methods, techhrqucs, sequences and lxoc4ues of constnrction to be employed by CONTRACTOR and -safety precautions and programs'iricident thcfeto, or 4 22:2: other data; interpretations, opinions and information contained idsuch repiirtsorshown or, indicat.ed irrsuch drawings,',or 4.2.23 an} CONTRACTOR interpretation of or conclusion'drawh frcni any "teehnical,&W or any such chw interpretations, opimoms or inCurmaliom ' 4.2.3. N66_ce..of L?iffer(ng _.Nbsuditce or Physical, Cotrd t ens 1C" :CONTRACTOR believes that: any su6iila6e or physical condition ¢tor contiguous_ to the site thai is uncovered or revealed either. 4.2:3.1., is of such a nature'as to establish'that any "technical dat"t" on which CONTRACTOR is' entitled to: rely as provided in paragmphs'4.2:1 and 41'2 is materially inaccurate, or 423.2. is of such a nature as to require 'a change in the Contract Doci ihchts, of differs materially from thnt.shmvn or FkDC Gb:NER.4L'CONDI'libM 1910-8 (1990 E&tire), wi ciTY-oF FORT oc)LLi Ns moDIFicA'noNs (kLV 4r200a) indicated in the Contmct Doeurnents or 4.23.4. is ofan unusual nature,:and differs materially from conditi6as ordinarily encountered ;and generally recograzed as'inherent m work"oC the character `provided for m the Contract Documenti+then 4 �'4: EArGINEER's Review.. ENGINTEER. will promptly review the pertinent conditions; determine.the,. necessityof OWNERS obtaining additional exploration or tests with res— "thereto and H'iseOWNER , in writing (with a copy. to CON'IRAC'1'OR) of ENMNEER's findings and conclusions. 4.2:5. Possible Contract Documents (Mange: if hNGINEER cohcludcs that ,;a change in the• C6mmct Da:umcrrts is rcquircd a'9 a result ofa condition thaOiieets m one or ore.of:the;categor"res'in paragraph 4 2:3, a Work Change Directive or, a Change Order will b issued as provided in, Article 10 to reflect and document the cohscquchcei of such change. 42.6. Possible _Price :hnd Times Adusbnents An equitable adjustrttertt in the Contmct' Price or in the Contract Times, or both, will be allowed to'the extent that the existcitci. of'slich uncovered or: "led c;dfidition causes,an inc rease,or deciease in CONTRACTOR's 6W of or time required for performance of the.Nork subjcia; however; to the following; 4 2i6.1. such condition must meet any or more' of the;. categories described in paragraphs 4.23.1 through 4.2.3.4,_inch �ivc; 4 6.2., _ a change in the Contract Documents pursuant, to pamgmph 42.5 will not 'be ati automatic "aulhonialicn of nor- a condition precedent 16 entitlement to any such adlustm ent; 4.2:6.3. . with reseed to Wodc that is paid [or on a.Unit Price Basis; any adjustrnem'nContract Price will 'be subject, to the 'provisions.'of paragraphs 9.10 and 11.9; and 4 2,6.4.. CONTRACTOR sha, Hnot be entitled to any adjustmeR.ui thi Contract;Ai&or'Tima iC; 4.2.6.4.1' CONTRACTOR knew of the existence! of such �condtuom: at the 'time - CONTRACTOR �madc - a - final ,commitment to OWNER in respect ,of Contmct Price; and Contract'Times by:the 0 0 0 0 0 , submission -of 6 bid or bewivii it bound, under a negotiated i;bn-irc-t-,,'ur 4.2.64.1 (f0NTkAi:WR" fia'iled to; jive the wrinen notice wiihin-thc time' and 35r—e-quii;;Ib paragniph4-23. �y 143, Pkl?si6l Conditions -Underground Facifitiei: 4:3. L Shorn or h0cate& the information and data shown oi indicated ih the Con'triact Documents Witt . respect t to costing - -Underground ' Facilities at or eonfigpou& to the sitc.-is,bw&lnf6r4afioa and data funnAcd.to OWERor FNGMM� liy ihc,ol'W1crS'*of such Underground Facilities or by others. Unless.it is otherwise, expressly jibvi&d in; the :S,uWcmcnta6 Conditions: 4.3.1-1. OWNEWand ENGINEER shall not be responsible for the accuracy or c6nipleteness'05f 6hy such , information or data; and the VCDCQENEOA CONOIT164519104 (19�9Qgcfitian) WIWY OF FORT COLLRZ Nf(j6H46%TI64SijZ -V-4/2C6-Oj Riferencl MWs.- 4,5. m-Torksible.- 7 ARTICLE 5--BO.NDS,AND INSURANCE 0 ApAn!raqq, Pa),inleit-t.and,Othi!rBviids,." to act. 5.2. � If the sureq, on any Bond Ri I rrash6d by CONTRACTOR is declared a . bankrupt, or biecorrie's' insolvent or it-, right to do business is terminated in any gtate'A'hcre an,)- art of the FY6j6d is located or itteaseg to meet !hz requiremen . t s , jof pa-rag'm'-ph-:-)'I,"CONTRACTOR shall within tan days thereafter subititutc anothicr Bond and surety; both of which must be acceptable to OWNER 5.3. Licensed Surefiev and Insum*;: O�Wftcates. of lniurance.* FXMGENEM COND1T 6l6191" (690 EdtiOln wi 6T-ioF FORT cbLum mobiriCkTIO'N'S (RE-V4POOO) 40 I ] Geotechnical Engineering Report l�erracon Remington Parking Garage West Canopy ® Fort Collins, Colorado June 17, 2013 ■ Terracon Project No. 20135016 • The use of a deep foundation system such as drilled piers bottomed in bedrock may not be affected by the existed undocumented fill. The drilled piers bottomed in bedrock will penetrate through the fill to bear in bedrock below this site. However, we recommend neglecting the upper 3 feet of soils when analyzing foundations for lateral load capacity. 4.1.2 Groundwater As previously stated, groundwater was measured at depths ranging from about 21 to 22 feet below site grades during previously conducted field studies at nearby sites. Depending upon the depth of groundwater encountered during construction below this site, steel casing may be necessary to advance drilled pier foundation excavations. 4.1.3 Expansive Soils Laboratory testing indicates the native clay soils exhibited slight compression to low expansive potential at the samples in -situ moisture content. However, it is our opinion these materials will exhibit a higher expansive potential if the clays undergo a significant loss of moisture. This report provides recommendations to help mitigate the effects of soil shrinkage and expansion. However, even if these procedures are followed, some movement in the canopy should be anticipated. The severity of cracking and other damage will probably increase if any modification of the site results in excessive wetting or drying of the expansive clays. Eliminating the risk of movement and distress is generally not be feasible, but it may be possible to further • reduce the risk of movement if significantly more expensive measures are used during construction. It is imperative the recommendations described in section 4.2.7 Grading and Drainage of this report be followed to reduce movement. 4.2 Earthwork The following presents recommendations for site preparation, excavation, subgrade preparation and placement of engineered fills on the project. All earthwork on the project should be observed and evaluated by Terracon on a full-time basis. The evaluation of earthwork should include observation and testing of engineered fills, subgrade preparation, subgrade stabilization, and other geotechnical conditions exposed during the construction of the project. 4.2.1 Site Preparation Demolition of the existing concrete flatwork and curbs should include complete removal of all components within the proposed construction area. This should include removal of any utilities to be abandoned along with any loose utility trench backfill. 4.2.2 Excavation It is anticipated that excavations for the proposed construction can be accomplished with conventional earthmoving equipment. Construction for the proposed canopy foundations will require removal of existing flatwork, curb, and pavements prior to excavation. 40 Responsive o Resourceful o Reliable 4 0 0 0 �CONTR,il CTOR'i Liability lisibrance.-, 5AI. claims under worker' com . peanstior' d I)c, _ 4. 15a nefit.4 and other similar benefit acm; 5.42. claims for dzimages because of bodil j !r injury,, &hes�s " .diseasedeath of Occupational si , or �MNTkACFOR's"eM'p'l6yC_P S;` 5.4.3. claims for dawnagcs�,because of bodily mijury, sickness ordisease, or death of any, person other than COINIT RACT. ok.s' 6m ployees. -5: rkvm at Af su h person by �er' PET' 7_1 5145. -claims for damages, other than 'to the Work itself, because of injury f6-,a destruction of iangible. Pl6eaty: wh4ever -locates Ipss of use: resulting theierrom;'ruid 5.4.6, claims for damagm because of bodily injuiy or I . 11 .11because 11. 11 1. .1 � . � ck:ath 6f iny peir'sion or- property damage an�in g out.of the ownership, maintenance or use of any motor The policies of intsuramce:so required bythis paragraph 5.4 t6 be puichhs4iM mainiiiified shrill' 5.48. include the specific. coverages and be.writtew 'f6i not lessthan the limits 'of liiibility.pr6t,ided'in the supp-ICTC,niru,y CoNi , - - t, . liability � d 1:�.'Law - oz s '. '!Ups for re. r Regulations,whichevci is gxeatcir, -5.4.9. 'ineludecomr)litedopemtionsinsurance; E - JWC I G 1 Maa CONDITIONS 19104t.(1090 gdticaj Vd CITY OF FORT COLD tS MO'D'U1CAT1O'NS (R'EV�412000)' '5:4,10. i661ude contractual .liability' insurance covering 'CONTRXCTOR's4 indemnity zolbligations under pMgraphs 6. 12• _616 and 6 3 Fthrough (33-, 5:4.12reffiiin,in effect at1east.untd final payment and at all,time's ther6ftcr when COW RAICTOR'mayy 6c correc: r Ling. remov, I mg or:rcpla6ing ilefeclive,Work- in,accoidaric&I-iitli paragraph 1112':and OTAER's Liability Amrance: 5.5: In addition'to insurance required to be provided by - CONTRACTOR L -un ; der aph5A_OWNER, at MVAk�s option, may j:chak ' and mai�taifi' at 0 - WNMZ's exp c . nse 0 ' WN IM's own . :1 , liability insurance a . s . wall prot'ctLO1VNE-R'agaifW claims which'may,anse' from 6Oeiitioriun*r'the.C&Vrfict Docum(ints. PiwpenyIns-umnee: -5,6� —Un Its%- 1sepr0wVthe-Supplerneritafy. Conditions O1�NGR-sha}}-purcliesa--and—meauain a$ isinsurance-shallZ lude---the—inaerests 7--of --- OWN afl-d An" 06-F R'FSAB4 OF each e>Ewhon`u-is•deemed-to-Fmveari-irislirabltyiderzst -5:6:2—be-written-on--a-Buikkes-Risk--2ell-riska-,,or T.-7- P07 tl1111 the- :R 10 11 3,63=include-expenses-iiie6irred-irr-the-repair-oT replacerfient-of-any-insur,415iqxyt,v-(inluding-but-not. . in f md k'F fil'heI;i: -i h by OIA44YE9 � ri, "I, be Fig ifwwpa, Ont suph matenalp �pnci egkt#pfl#ePA-hawLheen, in effeit tm6Wi akpeymen�-iS rkda unle-a ethcFwi—so, agFeed t�a.�:n OWNER. =4RAGTOR ;and Nvith 1. tir- . - . FkW416i#a! 5.14.2. IA EK' themirfor-i 5,1 E2.1. le6sdue te business 'tending beyon<-.di4ct— 'I 640�1t 4GGWRAG-TGR--rtquesW-in-wn -01,aT 1 Mao 919,b I e 17111 EJCD CdENEM'CONDI-ft6t-6 191M 61 90E(4tiw) 10 ul CITY OF FORT C&6m'NiobtfiCATldiS otiv 4l000 0 0 aga eFly OfthM :Receipt und.jpp,Ucv_#t�4 qfJnpra!zcePrqcee�,ds-.-, Acc,epance of Bonds mdInsuranel!; Ofifidn fdRePlaie., 0 Partial. Ufifizafidn—Prvp&ty ldsuhtdce: 5:15. If OWNER L&_it ' necessary totoccupy or use,a pariion or portions of "the Work -prior to Substantial. ' u� CiTi6iFORT 6DI Uti5'k(ibiFiC'ATI'ONS (tLEV4120DO)_ 0 Dficies but tl or lk,7ift.ed o9cupancy, ARTICU,4—CONTRACTOR'S RESPONSIBILITIES &per-wi.a.-on anidsup-efintmden8e: Labor,,Afalefiats and Equipnwnt: 'reading • 6:4 Unless othenise specified in the; ,General contains or is followed b} *oftthat nolike, Requirements, ,CONTRACTOR shall furnish and assume, equivalent or "or equal" item or ina subsitwtion'is full' re Wily for all materiels, equipment. 'labor. permitted, other'items of.materiil or equipment or Irarn-pgitaltcat, oortstruction egtipment and machinery, material or"equipmentoC•.other .suppliers "may- b`e tools appliances fuel power l ght, heat telephone„ante , accepted 'by ENGINEER! uraier the following "sanitary facilities, temporary•. facilities and all other Cacilities and inndzntals. necessary Car 't}izfuritishir , circumstances. performance, testing, start-up and completion ofth Work." 6 7:1.1, 'YJr Egiial,'; ,If. in LNGIN-JtXvsole =discretion an item of material or , equipment 6.4.1. Ptachasnie .Restrictions: CONTRACTOR proposed by CONTRACTOR is funcuonally. mustcomply with the'City's'purchmina restrictions... A equal w iliac named and sufficiently similar so that copy of )the resolutions ere available for review in the no change in'related Work will bz iequual it in ay` oflic4s of the Purchasing. and - Risk' Mana_e be considered, by ENGINEER as an "or aquel" Division or the'City;Clerl.'sodice. item. in which case review and approval of the proposed item may; inENGINFERs ,sole 6.4:2. .',Cement Restrictions: City of Fort .Collins discretion,; bz acconiplished without compliaricc Resolution 91-121 requires Iltat suppliers and produce v1 some% or all of the ,regiuremems for of cement or products containing'cemenrto�certiN that .acceptance;ofpropikd subsntutc items. the cement was not made cement kilns that 0.7.1.2. Snbslrttdellerny if in ENGMFies sole ha7ardouswaste asaafuel. - - - - - - _--' discretion .an item of material or, equippment by'CO,NTRAGTOR does not 6:5 All materials and equipment shall tie of tend proposed quahfy'as an or equal" [te n under suhpamgraph 6 7 1.1; it ,quality ;and 'new, except as otherwise providzd to the will be considered a ,propased .substitute item. Connact_ DoMmlents. All wmrarities and .guarantees CONTRACTOR -shall submit st>ti'icient (including reports of required tests) as to the kind and that named and an acceptable substitute therefor. ,quality of materials and equipment. All materials" and The piocedurz for review by the ENGINEER:will egwpinent shall be applied,-trrstalled, connected, erected, include ilia Collowing "as! suppleniented'in .the used cleaned and conditioned at accordance nce with anINE General ;Requirements; d as ENGINEER may instructi<ins of the'appliiable Supplier, c\ecpt as otherwise, decide- is. appropriate under the 'circumstances: provided inthe Comsat Documents. Requests For review; of proposed substitute items of"material or equipment will not be accepted'by Progres,Sch"edule: F,NGINEER from, anyone other` than CONTRACTOIf CONTRACTOR wishes to R. 6.6CONTRACTOR shall adhere to the, progress furrash;or, use a substitute, item of material or schedulz estabbshed in accordance with p tagraph 2.9 as it quipment, 'CONTRACTOR , shall first make • may bead from time to time as "provided below:. written -application to ENGINEER'for acceptante thereof certifying that the proposed substitutewdl 66.1.:CONTRACTOR shall submit to ENGINEER perform adequately the funetions'and Wileve'the for acceptance (to the: extent indicated in results caalled Corbythe,geneml design; be similar paragraph 9), proposed adjustments m the 'progr@ss: m substance to that specified and be'su led to lhb scheduletharwill.nct charge'the Contract Timcs (or same use as that specified The application will Ivblestones) Such adjustments wifl conform. generally state the _extent if any, to whieh"tha etaltimion 16 the progress schedule ihenm' effect and aiklititigally artd 'acceptance of Ihe'.proposed,.substitute• will will; comply with any prov"isions iof the General prejudice CONTRACTOR's a_c}rievemeni ,of Requirements applicable thereto.' Subseiritpil Cempletion'an time; whethffmr not acceptance; of the substitutes for use_m the Work 6.6.2. Proposed adjustments in the progress schedule; will require a =change' to any of the Contract that will cliange the Contract Times (or iyfilestones) -Documents (or in the provisions of any other shall besubmitted in accordance with the requirements'; 'direct connect with OWNER for.work on -the .of paragniph l2_I. 'Such adjustments may-:ortly,be Project) to adapt the ;design to the proposed made by a Change bider or' Wrilten Amendment in substitute and whether or not incorporation or use accordance with Article 12. - ,of the substitute in'eotiriecuort with the W&k:is `subject to payment of any`hcense_fee or.royalt}C 6.7. Subsiiwiesand "Or-Equnt" Items: n All vaalions of the picipse'd substitute from that apccifie'd will be`ii]6;iified inthe application and 6.7.1. ,Whenever an item of material or;equipment is + available maintenance; repair and" replacement specified or dzscnbed m the Contract Diictancnts:by service will be indicated The application will I lh'e name of,a proprietary item 'or the name'of�a 'also contain an drmieeil estimale.ot all costs nor paroculaz:Supglier; the -specification or description is steed is that}cdl rcitrlt diroctly orind r__ 1 Erotic intended to establish.lhe type. function end quality 'acceplance of such substitute, including costs of required. Unless the speeificauon or description reIdesignand claims of other "continctors affected EJCDCGENFR.41 CONDl;ft& 6i910-94i 90Emtimi, 17' wlciTYOF1.-ORTC616SmODp ICATIONS(REV42000) 0 by :theresulting'changeall of Mlidh7.will 1:!�. CONTRACTOR.shall perform not less 'tKan:_)o oonsidercd by ENGINEER iri &aluatiiW the :percent of the 'Work ..mth its own forces (that i proposed substitute.. ENGINEER, m without subcontractirm). refer BY rcquuc �i e � ent requirement tONTRACTORst6 furiish additional (&tarZa6(;dt shall be understood to re i2hc%WVT]c�,�c value:ot ,th j;bscd1su�bk1fUt_e'. wNch to"'hot less than -20.p5icc&of the Contract - elPro Price. ' 6.7.1.3. jXXTR;4CTPRiaen.ie.' All diiia to*be, provided •by CONTRACTOR -m supportlofany proposed "or -equal" or substitute item will beat CONTRACT O-R'sex� PMW 0 6.8. 6ncemmEg, Subconimetors, 'Suppliers and EJCDCGE&ZkAjLC&61M6i1'3 191" Wig Dgdkn) n4dW'6F FORT� :�OLLJ��1015EFICAU6430UEVV26DOj 0 6.9. b 6.9.2., CONTRACTOR shall be solely responsible Perififtr for schiildling ',and coordinating the Work of Subcontractors: Suppliers -and other versons and. 6A Unless otherwise wovided in Lhe_Sun6lmenLq" Subcchtractors,. Supplim , and'such other peirs"Ons and ;organizations perfonmirCor.-ftirnishing any of the Work to communicate Aith the ENGINIM.R through CONTRACTOR': 6.10. The dMiionsand scctidns or the S*ifi&itions'irid the iden'tifi6iti4is,of any Drav'A w` shall not control -CONMAMR in dividing the; Work among Subcontractors or Suppliers or deliheating,the Work to be licrkrnied'by any specific trade, Pa.tent Feis iindRoyaldin- 6:12. CONTRACTOR shall pay 611 liccnse fee royalties and assume all costs incident to the use is or Woilz,and OWNER shall - poi , yall diaTges of such utility owners for capital -costs�relatcd thereto.such as plant este invment'ilesp I ; I - 6,14. LdwswidRepladons: .6:14. 1. CdNT RAt*'1'6k shall give. all notices and comply, with all Laws and Regulations applicable to fiums_hiing andl'perfqrniarici of die Work: Except where ' t' he"' -expressly'i-r" "zd -by applicable - ot mise 'equire app ica e Laws and Rcgufation' neither OWNER 661, ,ENGINEER shall be responsible 'ror monitoring tbNTRAU(bR's compliance .with ',any Laws or Regulation.s. '6.14.2. Tf CONTRACTOR *fbrnis' any Work haying reason to know that it is contrary tt,'W-z .0'r R( tidns,,CONTRAGMR' shall bear 611 claims, costs, losses and :damages caused by, S11611 ' not relieve CONTRACTOR of CONTRACTOR 's.6bligatioris un.da paragraph 33.2. Taxes. - and 6:15. CONTRACTOR: shall pa sumer. .yjall salm cons in the use-andlother similar taxes: io'ed tozbe paid -by work, CONTRACTOR in accordance with the Laws and Which Regulatioms of the place of the, PioJ66t,whi6h are others. applicable dunn-' h 'Work deyice g t e perfbrmanc� of the in the. 6.15. 1. OWNER is exempt from Colorado State and dgeaf toed �6s and use nixes 'm materials to hi rjj'� p� jQjhtkPj&t Said taxes manently incorporated into fee shall not be includR�theContract Price, or out of or resulting from any or.�cat Wits incident to the- . yr�! e W) � or resul6niz'from the or device not s6icificd in the VCDCGE\—IatAL'C0NDIn0M 191"(1990E(Utim) 14 wl CITY 6F-mjiT COLLINS mowricATi6Ns iRtfv 4noou) Address: :Colorado Department of Revenue ,State Capital Ann 9 0 • 1375 S1wrinian Street Deiiver:Coloiado 80261 Sales and i0se Taxes f 'the Siatc; of Coionijo Rectorial Transpoilation District4RTL)hknd certain Colorido 6ounties are.6o]l&tM b�v'rthe, State of Colorado and -are, included in the_ Certification :of .E\emptiorL All y'opljcuiie Saies,and Use Taxes includine State collected taxes); on aTwIterffs other than construction' and buildifitt materialsphNsicallv incorporated into the . to . ect Are. grPACTOR arid are L-ht ,h.dCd in ap=` Ed items. 'Use ofPren"Ses., 61.1-8: . C I ONTRACTOR sliaU not load nor permit any part of any ;structure to be loaded 4n any manner: that will efiqahgtr'the tmaure, nor -shal.]'CONTZACTOR� s6i6d Any part , of the WoIrk 6i adjacent proxy y to st� 'or- Record Documents: wcft-y of FdiTboudri. MODIFICATIONS (RED -4r-'U'00) 0 ,Sofety and Protection: 1 1 , . 6.20; COM RACTOR shall be resporisibI6 for 11— �, I . ihitiating, maintaining and supervising all safety preca6tionsland,programs in,canwoti6rt with theWork Wl�,rpAurok,shall take,all accessary firwautiorsIffir nec'essary , protection'to freverit damage, mjory or loss to: 6.20.,aIl.persons.on.th'e Work site or who may be affected by tho Work- 420.2. all the' and materials and equipment to 1:;e . .. , � ` � incor t6d R whether in storage on or,off . pora ihii�i:4 ' 'the site: and 6,20.3.,.6ther property -at the site or adjacent thereto, including tr6 cs, _. ihiubs,'% v , lawns, atk-.% _pa,vcffi6ms roadways, structures, - utilities and Uridirgitound Facilities not designated for removal, icleicatiori or replaccmcnt in the course of contraction. 15 riotice'to OWNER and CONTRACTOR in accordance.. with paragraph 14' 13 that the Work is acceptable (except us otherwise, expressly_ Provided in connection with Substantial Completlony. 421. Safety Repres*nfafive: CONTRACTOR shall designate a qualified and exxvienced-safe ty representative at the site;whose duties and responsibilities shall be the prevention of socidents aril the ma'mtamirg and supery sag of saCety'prerauti ns grid HazardComnlunication Program:. 6:22. CONTRACTOR shall be responsible for coo dihatmg any exchange of material, safety data 'sheets or other; hazard. communication.. information rcgdie'cd to bc' made •available. to or exchanged between or among employers 'at the site in accordance with 'I;aws or' RCr,�U1H110n5r )nergencies: 6.23. In emergencies affecting thc.safety.or protection of persnns or the Wort: or property ni the site or mdjacenl changes in the Work 'or- .variations froi Documents have tieen caused tbeieby: determines that a change in the Contrac required because of the aciion taken by.CO response to such an emergency, a Work C :or Change. Ordoi will be issued .to consequences of such action 6.24.. Shop DrawingsandSamples: pttrposes required by paiagaph6,26: The numbers oCeachSample to be suhmitted will be as specified to the Specifications. 6.25: Submkttal Procedures: 6.25.1. Before submitting each Shop_ Drawing or Sample. LCONTRACTOR shall have determined and verified: 625A.1. 'all field measurcmeuts, quantities, dimensions, speci[eil per[ormance criteria; alsallation, regmreme'nts,' "materials; catalog numbers -and similar information with respect thereto" 6.25.1.2.. all materials with respe t to intended use, fabrcationnh FanAliT., storage, assembly and ,stalpog pertaining to 'the performance of the, Work,'and 6.25:1,.3. :all information relative to, CONT'RACTOR's solo, responibilitlL� in respect of means,- methods, techniques; sequences and procedures of construction and'safctyprecautions and programs incident Hereto. CONTRACTOR shall also have reviewed and cooidinated each Shop Drawing or -Sample with other Shop Drawing, and Samples and with .the requirements �of the Work and the 'Cataract Documents. i is '6.252..Ea6h submittal will bear a stamp orspecific in written indication that -CONTRACTOR has satisfied ive CONTRACTOR's obligations under � the Contract the Dacumehts4ithresp6cltoCONTRACTORsrevicw and approval of that submittal. win. re 6.24.2:,CONTRACTOR shall also submitSaruples to mcorporelionin 11 ENGINEER for revizw and approva-f m' accordance given in the Conte ,with said accepied schedule of; Shop Drawings; and the design' cons Sample submittals. Each Sample will be. identified functioning 'whol clearly its to material, Supplier; pertinent data such is Documents: ENG catalog,nuimbcrs,and_the use foriNvIiieh iritcrnded`arid extend to mean%, otherwise, as ENGINEER may. require, to etiable procedures of cor FNGINFER to review the submittal for the limited, means, method, t EJCDCGEi`' M'CG,`1DI-ft6 51910-96I 90Edtim) 16 wI CITY GF FORT 06LGKS.tfODIFiCATlO*15 tRLV 42000) s, sequEnces or ere a particular or procedure of • • 0 0 648, Whcrcr a Shoo Dmvving or Sample, is requiredby ,the contract Do'c'u-ments or the iche 'Icbfs,wing, and Sample.,, subm isaiiins. 'ac' pte 66' d 6Y,* ENGINEER as: iequiredby, p . am . graph 2.9. 1 arty ny related N16ik pertonmd prior to'ENGINFER's review and approval of tie jPertinent' submittal- "I] be at the sole expense and responsibility* of c I I - . WI _ III_ i?mrPACTOR, -clinfinuing-the-wdrk. ;6.29. CONTRACTOR shall. carry on the Work and jadhereto-thegress ,pro schedule,,dui�irigall -di.sp6tes*�*or' , di!iagreemehtswith'OWNER. NoWort. shill bedel6i ' ed'br' 'postponed pending 'dinj resolution A any disputes or , , � disagreements,'except ,as permitte . by paragraph 15.5,or,os, OWNER " and -CONTRACTOR Mi'ay . 6thienvise agree in writing. 6.36. cowimcToln. Genera! I Warranty and 45itil raniew 6.30.1.CONTRACTOR wafmnts_and guarantees*to OWNER FNbflTLTR afid,ENGINEEI�s Cdrmultants- diafall Work will be' in accordance with the�,Contra�t- Di6ctfmints 'arid - 'Will be ,, '*f4 , ctiv , C. CONTRACTOR's warranty and guarantee fieraiiidei excludes ,defects or damage'caused by: 6.30.1A. abuse, modihcaiion or improper maintenance or.opeu4cn rsons other than CONTRACTOR sub c-6nua-tcor , "I'li : s.6rS,u* Suppliers; ar 6.36.12 normal wear and tear under normal usage. 6-30.2. CONTRACTOR's ubfigatidnAo:'pe'_rf4ona and complete ihe_Akrork in aconidariCt' With the Qatra& Documents sfiaWbe, absolute., None of,the lblIoNving :vvill constiruwan'riccePill nce:of Work that not 1. . . I FX156GENER-ALCOM 1110M 191"6094(blw %iCTY6F FORT 6UUiMS h1061'nCATi6,4s(REV 4r0;o61 0 accordance with the Contract Documents or;a release 6fCONTRACTOR's'abligation-to Perform the in 1accordancewiththe.Contract- Documents; 630.2.,1. 6.3021rec6miriindati6n:of'iny progress or frial pa, ym eiii by ENGINEER; 630.13. the issuance .of a certificate of .Substantiil 'ComPC onor prry I .payment by , OWNERto under the Contract Do'cu- me-nis',, 6:30-2,4. upeor,00cupancy of the Work or an part thereof by OWNER; 4 6,30.15. '. any acceptancc byOWNMr- any to do so:, 6.30.2.6: anyy review and approval of aShop. Dniwimg 6'r Sample submittal or die',misainnice- of 3' fic-ticcof k661-Aability' by hNGMER,purstiant toompraph 14i13, 6J0.2.7. anyinspection, tcA:or-approval by.. ,6thek', or 6.30.2.8' a4,correction of&feeiiyi-XVorkby OWNER: Indenthi "Ir 1, fipafion: Of: 1 In any and, ill claims against OWNER. or X, M4Gn-ER'or an I y:or their" respective co I nsuliantr�.agents; , 'by officers &5'i c4F_rs`, -a r crnpicycFs survivor, 6 - r personal - representative,, of such cm P'16.yce) of CONTRACTOR,• any-Suboontnictor. any.supplici, any. person ororgam7ation dirccdy or. indirectly employed by 17 furnish the of CONTRACTOR m said anyone. -formes ose acts of may be' l b e�tl e } .benefit direct �cotttma ts'�bitween OWNER and sucl�uulity otvriers indemnification obligation under.paragaph6.31 shall not and other contractors: be. limited m an} way by any limitation on the amount or :type of damages, txanpersauoil of;bcnefits'payable, by or 7.3. If the proper execution or resilks'oC any part ,of for CON'I RACTOR or any such Subcontractor; Supplier or CONTRACTOR'S' Wort. depends upist work perfortiied other person or oreaniaation undo workers comper ,"ttion- by ot6rs, under' this Arltclz 7, CONTRACTOR shall acts disability benefit ads or other em_ ployee benefit acts. inspect - such other 'work and promptly report to LI�'G1NLI72 m wntint any delays, defects or deficiencies 6.33. The indemnification obligations of, insuch'other work that render itunevailable::w unsuitable ;CONTRACTOR under paragr"aph631 shall not extend to for the proper execirtton and results df CONTRACTOR's the liability Or ENGINEER and ENGINEERS Cortsultsnts. Work! 'CONTRACTOWs 'failure 'so to report will officers, directors employees or' agents caused by the, constitute an ncceptance of such other work as ftLs» d professional negligence; errors or amiss pits of any of them. proper for integration with CONTRACTOR's Work except for latent or'nonapparent defects and deficiencies Sunllw ofOblipbons. insuch nthcr-work; �..". . 6.34. All .rcpres matiohi in&mnifioxtions, warrarttics Coordinarinn: •and guarantees made, in. required by or given in accordance. with 'the Contract Docum_ ent% as well as all continuing 7.4. If OIVNER contracts .with others for the obligationsin indicated the ContractDocuments will perfotmance of othrei work on the Project at the site. the ;survive final Fir}merit; compleuonmid acceptance of tFe: following'willbeset,FortFiinSuppleinentnry'C'ondttioris Work and term imuun or completion of the Agreement. 7t1.1.. the person, 'firm;or corporation who will have authority and respbnsibitity for. coordination of. thc ARTICLE 7-OTHER WORK activitizs among the vanow prime contractors will be identified;` 7.4:2. the specific` matters to'.be,6ovcrcd by such authority and rc, pcihsibitity will be itemiaed;'arid -Related Work at Sire:" . _ 7.4.3. the extent of such authority : and 7.1 O�VNFR may perform other work, relate ',__I a _. d'tgthe -let re'sponstbiliiieswulbeprovided. Pro act at the stty OW NER's' own force or other s drrcct contracts therefor which shall contain -Gencml Unless" otherwise provided the Supplementary Conditions similar toihese, or have other work perfottned „in Conditions, OWNER shell have ;sole authority :and by t ifity owners. If the fact that such other work is to be responsibility in respect of such coordination. performed -was not noted in'the ContraDocuments ct Documethen: (i) written riotice thereof will'be given to CONTRACTOR prior to starting tiny ,such other work acid ARTICLE 8-0WNER'S RE,SPONSIBILMES' (a) CONTRACTOR may makea claim therefor as provided in Articles" 1.1 and 12 if CONTRACTOR }relieves that,such"performance will involve additional expense to 7.2 CONTRACTOR shall aQord 6 who is a party,to such a.direct contra introduction and storage of materials.and , the execution of such other work and shall pt .and coordinate the %Vork with theirs: Ur .provided in the Coniraci Documents. C( shall do all cutting, :Fitting and patching of may be'requned to make its, several parts properly, .trill integrate with such CONTRACTOR shall not endanger any wo cuitiniz.'excavaune or othenwise`alterina 11 ENGINEER snd die others whose_ 'work will be`arfected. The duties and r "bill ues of:CON7'RACTOR-urider this paragraph are r bertclit.of such utility owners and other contractors to'the.extent that there are comparable 18 EICDCGENERAI'CONDilid?161910-8(1990Ecitim)_ wi CITY OF FORT COLLINS MODIFICATIONS ikE'V 4r2o00) 8.1, Except as :otherwise provided in these General Conditions;'OWNER shalt issue.all communicauo_ns to CONTRACTOR throughENGINEER" 8.2. In case oftermination of the employment, of ENGINEER; OWNER shall app6int.an engineer against whom=80it'ERAC—TOR-mslciv-no reasoriebk-ob�ecuon; whose status -under the Contract Documents.siall be that orthz foriner'ENGINEER 8 3: OWNER shall fumish 'the data required of OWNER under the Contract Documents' promptly. and shall make payments to CONTRACTOR promptly when tf ry' are flue as prov tided m paiagraphs•1 44_arxl 14. 13, 8.4. OWNER's duties in respect.of prdvidirig lands and 'easements and' providing engineering surveys to establishi feference points -are set forth in'paragraphs4.l and 4;4: Nragiuph 4 2 refers to ONVNER's identiCyuig and making' available _toCON'fRACTOR •copies_ of reports of exar id nd tests of subsurface conditions at the site and drawings of physical conditions in existing 0 is Geotechnical Engineering Report l�err�con Remington Parking Garage West Canopy ■ Fort Collins, Colorado June 17, 2013 a Terracon Project No. 20135016 The soils to be excavated can vary significantly across the site as their classifications are based solely on the materials encountered in widely -spaced exploratory test borings. The contractor should verify that similar conditions exist throughout the proposed area of excavation. If different subsurface conditions are encountered at the time of construction, the actual conditions should be evaluated to determine any excavation modifications necessary to maintain safe conditions. Although evidence of underground facilities such as septic tanks, vaults, and basements was not observed during the site reconnaissance, such features could be encountered during construction. If unexpected fills or underground facilities are encountered, such features should be removed and the excavation thoroughly cleaned prior to backfill placement and/or construction. 4.2.3 Subgrade Preparation After demolition of the existing concrete flatwork, curbs and pavements; the construction of the drilled piers and pier caps; and any deleterious materials have been removed from the construction areas, the top 8 inches of the exposed ground surface below repairs should be scarified, moisture conditioned, and recompacted to at least 95 percent of the maximum dry unit weight as.determined by ASTM D698 before any new fill, flatwork patch, or pavement repairs are placed. . After the bottom of the excavation has been compacted, engineered fill can be placed to bring the flatwork and/or pavement patch subgrade to the desired grade. Engineered fill should be placed in accordance with the recommendations presented in subsequent section of this report. The stability of the subgrade may be affected by precipitation, repetitive construction traffic or other factors. If unstable conditions develop, workability may be improved by scarifying and drying. Alternatively, over -excavation of wet zones and replacement with granular materials may be used, or crushed gravel and/or rock can be tracked or "crowded" into the unstable surface soil until a stable working surface is attained. Lightweight excavation equipment may also be used to reduce subgrade pumping. 4.2.4 Fill Materials and Placement The on -site soils or approved granular and low plasticity cohesive imported materials may be used as fill material. The soil removed from this site that is free of organic or objectionable materials, as defined by a field technician who is qualified in soil material identification and compaction procedures, can be re -used as fill for the flatwork and/or pavement subgrade, and around pier caps. It should be noted that on -site soils may require reworking to adjust the moisture content to meet the compaction criteria. All fill materials should be inorganic soils free of vegetation, debris, and fragments larger than 4 inches in size. Pea gravel or other similar non-cementitious, poorly -graded materials should not be used as fill or backfill without the prior approval of Terracon. Responsive ■ Resourceful ■ Reliable 5 • 'structures,at-6r oontigufouito the site that have �eenuti fized. by ENGINEER inprepahrig tfieCchtrs6t,D&urnents- -01 , fcoitli-i g"aphs-5-5-throiigh-5-1 0- 8.6, OWNER is obligated to execute Change Wers'as: indicated in. paragraph I OA. 83. OWNER's responsibility in i4*ct .,of iert6ih. spec in]� Ai-'�i `tcsits'and .". .1 . -ove Is is. 'S-et 'flofth"in' paragraph approvals pamgraph`11�4. In connection with OWNUR's righ(to sto pAVork or he d susp,L nd XV8iL6 sec' parfigrap .13.10 an 15.1. Paragraph 15.2 *de�a.li7wit,.h.',OWNER's'�ight, to- terrnii�atc d 1 .141, . . . —;�, servicesofCONTRACTORun erccrtaincircurnstanccs.6 or it thereto, or' for 'any, failure of to comply. with Laois :and Regulations, I the emi -L: m- .—A.-GInged q UAPA set feFth in pamm;aph �f.5� 8.11. IF end ie.the emtant -,(3W?;FR -- ----- VINERis PPlem�tiary Eon itionsm ARTICLE 0—UNGT1VEFR"S STATUS biJkTNG coiNsMUCTIOIN bimimER'sRepresentative: 9 1 .1- ENGINEER will be OWNERS representative during the construction period.. The: "chilies; and iespansi6iliiies afid the, liniitatj . ons of au.t. horily of ENGINEER m' as OWNER's' represcritat ive during, cofistriibti.nre iet,ib�& h in,,representative ntm6f Docuinenis,and strati not nb6 extended uvith6ut writie�i"O'O'nsewof,bWNE-R- ldrid ENGINE EK Yiuts to Site: ,9.2. ENGINEER will make visits to the site aUlrittrvals-, I I � - � I - the ' 1 -1 ' � �f , construction '14 " ' 11 -1 , - appropriate to, I various,. stages o construction as ENGINEER deems necessary in-order,io obscrve,as';'an experi.enced.and qualified design professional ilie PrNr M.• 0 Project Representafive:. 9.3.1. The ,Representative's dealirms 'in matters pertaining to the on -site work will. in gefiaraL be with the ENTGINEER�and CONTRACTOR But; the Representative 'will keep the OWNER jn*—ity 'advised 'about, such matters. The Representative's dealings4ith subcontractors will only be'through or 'with the 'full knowledge and .approval of the CONfRACTOR. ,93.2.. Duties and Responsibilities: acbresentativ will: ,932j. Schedules Review: the progress 19- 20 seh'edule:,and 'other .schedules prepared .b6 tha CONTRACTOR and consult with the ENGINEER concerning acceptability: 9:3.2:2. Conferences and legume - Attend me-eti6p .with die �CONI'RACTOR such ss, preconslruction confcrenees,_prpg ss meeting§ and other mobconferences and '.prepare and circulate copies of minutes ormeetines. 93.2.3. Liaisbu 9.3.23.1. Serve as FNGINFFR:S, liaison with CONTRACTOR: working principally through C'ONIRACTOR'S superintendent to assist.thc CONTRACTOR in uiidersuridin¢ the Contract Documents. 9.3:2.3 2.' Assist in obtaining from:OWNER additional details or infomintion, when. ompired, for proper execution of the Work. 9:32.3.3. Advise the ENGINEFR and CONTRACTOR of the commencement of any Work requiring a Shop Drawing • or mmpleaubmisgion if the suh'mission has not bem approval by the FNGINPER 9 3.2 4 Review of %Vork.Rejection of Defective Work, lrtspcbtionsand Tests - 9:3 2.4.1. Conduct on -site observations of tire Work in progLm to' assist the ENGINEER - in dctcrmir i tg that the Work is tirocecding i i accordance with the Contraet Documents 9.32.43. Accompany visiting irlspectors representing public or other neencies havinu. jurisdiction aver the Project, recordthe results or.'thew'"ihspectiom and report to the ENGINEER 9.32:5. Interpretation of Contract Documents. Report' �to ENGINEER when clarifications aittl iri[zrprelations or, the Contract. Documents are needed and trar=it to CONTRACTOR clarification and inter=tation% of the Contract, Documepts'.m' imued '.by' the ENGINEER 9.3.2.6.- Modifications. Consider. and evaluate ,CONTRAcTrows suggestions, for EJCUC GENERAL'COPtDITtO[y51911>-.811990, E6tiai). w/ CITY OF FORT C6UI Ns mom;,iCA'nONS.(REV 412000) niodifkation in Drawings or'Soecifications and repon'these recommenrhtlions-to,ENGINEM Accurately transmit to CONTRACTOR decisions'issuexl bydhe ENC;E TEERi 93.?.7: Records. 9;3.2:Si Reports. 9.12 8 1. Fumish ENGINEER, periodic report-& as.regii"red. or the progress of: the Work and of 'thc CONTRACTOR'S ,compliance with the progress.schedule! and :schedule .of shop Drawing_and sample submittals, 9.3.2.83. Consult with ENGINEER in advance or sehedulirta major. -tests; inspections'or.startof ntportantOases'of the _ 9.12.&1 Dmft proposedChange.Orders and -Work Directive Chapggs, obtaining back u 'material from the CONTRACTOR and 'reeommznd ;to ENGINEER "Change 'Orders. Work, Directive- Chames and field _orders:. - . 93.2.8.4. .Reportimmediateli'. to ENGINEER and OWNER the occurrence of any accident.. 9:3:2.9. 'Pa"y cnt Requests. Review applications : for riayinentwith CONTRACTOR fot oca-k nee with:" die..establishied :procedure. for their .submi-mon.and forward with recommendation.to P 0 IRNGJ�M� the relati6 �M,� �quldrl� the relati6nshi o the schedule of values, work completed and -materials. and -eouipment delivered at the site but riot incorporated in'the. Work. 9.3!2!10. Ccrnplefion: &Fore I. .1 1 E. ." 'Issues a Certificate of Substan ial CorriWetion; subin it to CONTRACTOR .a.list of observed items 93J-10.-2i iConduct final inspection in'the; odniponv,of.the ENGINEER OWNER and' 1— CONTRACTOR 'and'prelnni a:final list of items to Eie corrected or completed. q.1') 10.3. .Observe that all .items -on the; final list have,been corr&tcd or completed an iriake recommendstioiLs to EN(jlNhf-,K corideffiinei6c6ritanci. 93.3. Limitation.of Authoritv: The Reriresenintive shall not: 9-3.3-1. Xuthoriix any -&viations5 from.the; Contract' Documents, or accent �,'in v - su bstitutc, fifaterials or e-W'pmenlL,unlesi-authorized by.ft, FNGFNI-'F,R. 9.33,2. Exceed limitations. of UNIG64EFR' authority asset forth in the Contract Documents:; 9.3.3.3. - ()tidetlAke�ani.-ofthe resoofiMbilities -if—the 'CONTRACIC)IL subcontractors_ or CONTRACTOR'S suWrijjtendent. 93 3A Adviseon,or issue directions relative` to, �onazurrfe control over an as of they� means, methods, techniques, sequencm o procedures- tor -construction unless such i specifically called for in the Contract Documents: 9.3:3.5. Advise on or issue directions regarding or assume control Over safM precautions and pr6vxamsin connections With the Wort:: 93'3.6..Accent Shop Drawings_ subinittlis from anyone ;other :than the CONTRACT 9.33.7. Authorize OIVNER� to occupy the Work. in whole or invert. 93.3.8. - Participate in e6sliiid M' field * laboratory tests or inspections conducted by others except as sixcifieally authorized lby the ENGINEER Clarifkations I m.dInterpretadons�- t9.4: ENGINEERwill issue.with reasonable promptnez, such written clarifications or 'interpretations of the, w'lciTY OF FORT 6oLLf?4smo6iFIkJAT16NS 4tiV 4126Uai 0 Author'lzed llariations in,Wkiik Rijecdngbefedh,- IV irk� Shop Diawifijs, Change,Orderi acid Payments: 9.11, In connection with LNIbMERs,authority as to Shu rigsandSamples' p Drawi, see p'4ragraphs, 624 thiugh 6JS incluiiive. 9.8; In wrinection with ENGWEERs.authority4s to Charge 0 . iders; see Aiticles 10, 11. and 12. 9§. In:connection kith ENOMER's, authority, as;to Applications Determinationsfor'Unit Prices: 9.I0. ENdb4liLk will determine, &:actual quantities and classificiatiagis of Unit Pace Work_. . performed.. by CONTRACTOR. ENGRqMR will; review --'i& CONTRACTOR the "ENGINEER!s prelim'-inary detcriainations on.such mattffs'befici� r�hder�,ia writte� decision . thereon (by recommendation of an Application �21 Decision .Dir L�Aputex: 9.11. ENGMTER will be the.imttal interpreter of the' requirements of the Cohtfrakt Documents and judg e of the acce*liility of the Work thereunder. Claims, dijitites'and other, matters relating to the, acceptability of the Work or kVorkand claims under Articles - I I and 12 in-rcipect - of ages in'the . Contract Price or Cixitract Times will be :rred initially to FNGINFER in writing with,a request itnf,oirnal decision in accordance with this paragraph. t, notice 'of cii6h such claim, d4itte or other matter I be delivered by the claimant io ENGINEER and the, .r part), to the Agrccm'cnt'promptly (hut in no cy ' co ' t r than'thirty days) after the-star[ofilic 06DUfTence or rit, giving rise thereto, and written supporiing data will submitted to'ENGINEER and the other party within y_days after the start of sd6'occ-urrcnre or.everit tinless; GWEER allows an additional peni6d of time;f6r the, mission of additional or more 6oca mci ',41to n s'uppoft. �U ., cb'Claim, di�te bjhr party or other matter. The opposing H submit any response to ENGINEER-andthe,claimant iiri thirty days after receipt of the, claimant's 'lost initial (uhle!i' FNGfNFER allows -additional time). intentionto I fior -ENGE ap I is delivered by OWNS to the other and io R40IN =- the date.of such decision and -a lispuw or other'matter iii ac6ordafice with applicable Laws and Regulations within sixty days of the date of such 1) EJCDCGENOULCONDInom i9iti-s a9goEdtioni �2 j dTiOF iCiT COI.JalS N10611`1Cknd�t3 6dN 412000) d 401hrise agreed in writing by ONVNER eOts'O"_ UVZ and CONTRACTOR 9.u. Limitations on inNGjNEER's,AuthQI* :and 9.113.2. ENGINFFR will . not M'Tcrvi�', direct, control ,or have authority. over or be:resporisible, foi Regulations' -applicable to the - four'u'shing; or. perfbril'ance of the Wdik ;UNGIISTIQ2 will not be responsible for CONTRACTOR's failure to perform or ffiftish the 4oikin-accordance with the Contract Documents', 9.13.3. ENGINEER will not be responsible fortlie acts or ' orn issioriii ' of CONTRACTOR or of -my, Subcontrnct6i. ariy Supplier• or of ' ' organizaiion perrcj�m or f�rnany other person or work.. ing , iihing; any of .the 9.13.4. ENGINEERs rev- iiw of the final ApOicittion the requiremans 6f, and in the case of certificates,of j mspe chons, . tests and 'appro"Is thaC the --icmIts o6rtifiicd indkaiie` compliance 'with, _ the Ccninict ffocum"crim, 9.13.5- The limit.ations upon ,authority :and 0 �A 0 a • 0 respottsiti6 set forth ui thts'paragmph 9.13'shall also, apply to L^NCIIvEER's Gans iltants Resident -Project -Re sentative and; assistants. ARTICLE 10-CIIANGES IN THE: FORK, 102If OWNER; and CONTRACTOR are unable to agree as to, the extent, if any of art adjustment. in'tlie -Con1mbCPriw'br an adjustment of th&ContraciTimcs that" should be allowed as a result of e`Work Change Directive, a'claim may, made therefor .m provided in Article I I or' Article li 10.3. CONTRACTOR•shall not lie entitled to an increase in Contract Price or an eiteiiion of the Contract Times with respect to any Wank-p&formed that is not required by the Contract Documents as 'amended, - modified and sup as providd'in paragraphs 3 5 modified `ctcept the case'of an emergency as provided m•pamgmpli6.23 or in the case of uncovering Work .as provided in paragraph 139. 10:4., OWNER •and ;CONTRACTOR shall execute; appropriate Change. Orde-is recommended by FNGINTIMIZ (cr Wntteh Ameridments);coveiing:; 10 4:1..,, ,changes in the Work which are (i)'ordered by OWNLR pursuant to paragraph 10.1; (u) required because ,ot `.acceptance of 4feenve Wort: under paragraph 13.13 or correcting defective Wart: under paragraph I3:1-0, or (iu) agreed to;by the parties; 10.4 2 changes in the, Contract Price or Contract Times which are weed to by theparties;. anif 1014.3. changes inthe Corura6NPrice or,Contract. Times which embody the substance of any written decision rendered by ENGINEER ,pursuant 'to paragraph 9.11" provided dultin Lau of ezecuurg any;. such• Change Order,. air appeal .may be takeri from any such decision , in' accadarice with the provisions of the Contract Documents, add a pplicable,Laws and Reeulatioris but durmg any. such appeal,•'CONTRACTOR' shall cagy on the :Work and adhere to " the proeress schedule as provided in paiagniph'6.29, 10.5. If notice of any, change affecting the general scope- of the.Work or the provisions ofthe Contract Documents eicocoEt.cormlrloi4s1910SO9'9ogmudni wt TYOF FORT CbLLINS MODIFICATIONS4LEV4606) (including but not irmted to, Contend Price ceContract Times)` -is required by'the provisioiis,of any Biard to be given"to a surety, the giving of: airy such notice will be CONTRACTOR's responsibility; and`the amount of each applicable Bond will be adjustedaccmdingly AwrICL1':•II--CHANGE(jFC:OiNTRACI PRICE n.1- The .Contract Price, constitutes the total compcns iron (subject [o authm ind adjustments) payable tO.CONTRACTOR"for performing the Work. Mlduties, resporisibilitics and obligations assigned to or undertaken - by, CONTRAGf OR:shall be at C ONTRACTOR's expense wttlfout change in'.theContrad N-icca 11.3: The ,value of arty Work covered by =a Change Order or of arty claim for an adjustment in the Contract Price will'be determined as follows: 11.3. L where the Work involved is covered by unit prices contained in the Contract Documents,, by application of such unit prices to the quantities of the items, involved -(subject' to -the- provisions of 23: pamgaph 11.9.1 through 11.9:3, inclusive); 11.3.2:.where�ihe Work involved is not covered by 1.unit pn:zs wntained'iri the Contract Documents, by. -a niutually,ali-V payment basts,'iruhiding'lump suin (which may mclude'yan allnwarce for=overhead 'and profit not .necessarily :in accordance with paragraph 11:62) 113.3..where the Work involved is not covered by unit. prices contairied in the C6rdrid Do cu ' enii 'arid agreement to :a lump sum is .not reache l under: 'pamgrabK 11 3 on the basis'of the Cost of the Work (determ ne l as provided in paragaphs IIA and 11.5) plusa CONTRACI'OR's fee for 'overhead and profit ,(dctcrm incd as provjdcd in paragraph Co'sr of fire{York:; 1 L4 The -term Cost of the Work means thesum mf all -costs necessarily incurred iind'paid by CONTRACTOR in the proper performance:'of the Wo 1 : Except -as otherwise' .may be. agreed to'in-wtiting._hy OLrT1F(Z,:such costs shall '.be in,amouitts no 'higher "than those prevailbig' inthe�i locality of the I roject, ;shall "include only the following. items and shall nut include,la,ry of the costs'itenund'in' paragrapk,l L5' 11.4.3- Paymcnts made 6y CONTRACTOR. to the Subcontractors for Work performed or fumished'.by Subcontractors If required by OWNER, EJCUC GE'NFRN:'C0N1J7'11Oi[S 1910-8 4990 E(fitim) 4 wl Ci1Y OF FORT c6LLiNS N40i)Iri6ih NS 6tl V 42000) CONTRACTOR shall obtain rompetitwe,bids from. Subcontractors'. acceptable ,to. OWNER : and CONTRACTOR and ;shall +deliver such bids to OWNER,who.will then'determine, with the advice of ENGINEER,`-wluchbids, iCany;wi ill be aocepied IT ahy sudes bcontract provtthat the Subcontractor is to bepaid on the basis.of Cost of.the Work plus,a fee; the Subcontractor's,Cost of the Work and fee shall be determined in'the same manner as CONTRACTOR'S Cost"of' the Work, .and fee a's provided in paragmphs 11'4, 113, 11.6 and 11 7. All subcontracts shall be subject to the other' provisions of the ComractDoeuments insiifar, as applicable: 11:4 4. Costs of special ;consultants _(including but. not limited to engineers arehitc_cts, testing laboratories; surveyors, attorneys and "accountants) employed for 'services specifically Yclatcd to the Work:.; I IA5. Supplememal'costsincluding the following: 11-.4.5 L. The proportion of necessary' transportation, travel and subsistence expenses of CONTRACTOR's employees. ;incurred in discharge of duties connc wt with the Works 11A;5:2. Coal, including transponation-and mainternitce, of all materials, suppfies eWipment, machinery;, appliances, office ,and temporary ;facilittes at, thesite and hard tools not owned by the workers, wh,ich areeon' slimed in the performance of the Work_,. and cost Less market value of such items used but not oonsumed which remain the property of CONTRACTOR 11.4 5.3. Rentals Hof all construction equipment-and machinery and the parts thereof whether rented from CONTRACTORor others at aceordance_with rental`agre�mcnts approved; by. OWNER with the advice of ENGINEER; and the cats of ,transportation, loading; unloa n installation; drsinamlug.and removal thereof —all in :accordance:- with'` terms :of -:said rental agreements The remit any such equipmeru machiney. or parts "shall -cease ;when the use thereof is no longer necessary'foi the Work. 11.4.5A. Sales, consumer, use or similar=taxes related to the Work, and, far which CONTRACTOR is'liable, imposed.§y Lnws and Regulalior s. 11.4:5.5. Deposits lost for causes other than negligence of CONTRACTOR, arty Subegrdractor or anyone duectly "or indirectly employed by any of then or, for whose acts any of them may be liable, and royaltypaymerts.and fees forpermits and licenses: 11.4.5.6. Losses; and damages: (and related expcnses) caused by damage;to the Work, not compensated by:rruurance or olhervvise, sustained by CONTRACTOR in connection with the 0 • 11 4.5 7 7 he cost of utilities, fuel and sanitary facilities at the site 11.:45.ti. Minor expenses such as"telegrams,: longs distance telephone calls,.telepheine service at: the"sitc,'expressage and similar.petty cash items in connection with theWork. 11.4.5.9. Cost of premiums far additional Bonds; and insurance required because of changes in`the- Work 11.5. The termCos ,t of _the Work shall not include any of ahe follokving:" 1,1.5.2. 'Expenses of CONTRACTOR's principal 'and hrancii offices other' tfian,CONTRACTOR's'office at the site: 11.5:3. ;Any .,part ;of CONTRACTOR's ,capital, expenses,. _ including _:interest on CONTRACTOR'S' capital employed for the Work`'aiid'charges, abaing4 CONTRACTOR fordehrxpient pi)iaentsi 11 5 4. Cost of -,premiums for all "Bonds and for. all jr u nce.'whether oeni&t CONTRACTOR is;iequQed, by'th'e.Contract Dociunents to purchase°and maimain the,same (except.f� the'cost=of premiums covered by subpatadraph 11.4.5.9 above).' bCDC GENERAL CONDIT1014S 191" 6A Edti9ni vdd'11 OF FORT COI.[ M MODIFICATIONS(REV 42606} is 11.5.5: Costs : due to the negligence of CONTRACTOR, any Suboohtractor. or anyone directly,or'indirectly enployed.by anyy of them or' for whose acts any of them may, be.hable, "including but uoi. ,limiied tq. the" ooi wfi'gn ,of ,t*feclive Work: d,sal.af materials or egtiipment wronn, suppltea an�making goon any, damage to property:` 11;5kOther, overhead or general expense costs of any kind thelensts of anyaiemnofspecifrcally and ekpiessly included in par'agrtph 11.4: 11.6. The CON'1•RACTOR's fee allowed to - CONTRACTOR, for. overhead and ,profit shall be determined as follows 11 61. a mutually acceptably fixed 'fee or 11.6.2. if a fixed fee is not agreed upon, then a fee based on, the; followingg, percentages of the various periions of thc,Cost of the.Work. 11.6.2.1. for coasts mcunned under pamgaphs'l1.41 and 11':42, the CONTRACTOR's fee shall be fifteen percent; 11,6 2 2. for costs incurred under paragraph 1,1.4.3, the CONTRACTOR's fee still We five.percznt; I f6.2 4,. no fee shall be payable3on the basis of costs.iternizad under:iriragraphs a"1.4.4, 11.4:5 and l f5' 11.6.25., , the amount;of creditito, be 2allowed by CONTRACTOR to'OSVNER for any,chinge which results in a'net decrease incosfttirill be the amount of, the actual net decrease in cosh plus a ileilueiion in CONTRACTOR's'fee by an amount equal to five percent of stich`nei decrease;'and 11:6.z6. .when both`additions and credits art involved in any one clm e, the adjustmenvin CONTRACTOR'S fee s"U be computed on the basis ,of the net change in accordance with paragraphs f6 21 th'rdugh'1 16 2 5; reclusive 11'.7. Whenever the cost of any Work is to be :25 deternt ned pursuant to 'paragraplis,11.4 and 11:5,, CONTRACTOR will establish ,and inaintain records thereof'in.accordance with generally accepted accounting. practices ,and submit in form acceptable to LNGINEGR-an' it uectcostbreticlowntoggtherwithsupportin"-date, Cash Allawahces: 118 it'is understood that CONTRACTOR has included in the .Cotitiact 'Piiec all allowances so named m the Coruract Documents and shall �usz the Work so'coveri diand ormed for�su to, be -furnished ch sums astimay be acceptable to OWNER mid ENGINES, - COI n 4G'1'OR agrees that: 11.8.1. the allowances 'include the -,cast to CONTRAC[OR (less an} applicable trade discounts). of materials and equipment required by the allowames- to be delivered at the site, and all applicable taxes, and l l S 2. CONTRACTORS costs Tor unloading aril; handling on the site, labor tnstsllatton costs overhead;, prolii ,and other-cxf)cns's contcmpW d ".for the. allowances have been mcluded+m.the Contract Price: and not in the allowances and no demand for additional. payment on account ofany of the foregoing will .lievalid- Prior t6final payment;;an appropriate Change Order will be, issued'as:recommende'd;by F 4GINEER to reflect actual amounts due'CONfRACTOR onaccotatt.of Work covered by allowances, and ,the' Contract 1 rice 'shall be correspondingly adjusw�d 11.9. 'Uiidhice*M, 119.2 Each unit price will be leemed,to include an amount' considatd by:CONTRACTOR to be s kyuate to cover CONTRACTOR's overhead and profit for each sxpa;ately td' i<ad item: ` 11.9.3.;OWNER'or CONTRACTOR may 'make 'n claim for an edjustrnem. in: the.°Contract Piioc in accordance kith Article I I if: 11.9.3:1. the quantity�of any item ofiinit Price 14rnrl perform d by CONTRACTOR differs maieriallly and 'significantly, from the estimated quantity of such -item indicated m the Agreement �ti_ EXUCGENMe'CONDITIOPS 19104(i*Edtim) wi diiOF FORT COLLtNs moDiricAnd.4s (u-V 412000) and I19.3.2r there is no conespgnding adjustment with respect to any other item of Work: and " 11933' if, CONTRACTOR believes ,that ;CONTRACTOR is iaititleii to'. an merc=, "n :Contend Price ,as a result -of having incurred additional :e erase or OWNER believes ;that O\VNER isentttled to a'decrease,ui Contract Price and the 'patios -are unable to agree as; to the amount_ofapy such increa`sebidecrease: 1191A. CONTRACTOR'' acknowledges "duct the OWNERhas:the'right to add'ordelete items in the Bid ar changeguantitict at;OWNER'S'.sole discretion without affectins the Contract Pri=of any,remaining item so long as7the,delction or adddton'docs'not exceed -twenty-five Percent of the original total Contract Price. ARTICLE17.--CHANGE Of'' CONTRACT TIMFS 12.2. All time limits"stifled in'the Contract Documents are of:the essence'of:.the Agreement. E • 0 0 within the controFqf.a Subcofi"ctdr:or Supplievsluill be deemed t6bedeiayswithirithe control bfC0NTRkCTOR_ ARTICLE, :13m-TESTS I 'AND, I INSPECTIONS; CORR ECTION,.REMOVAL OR ACCWVANCK OF DEFECTIVEAVORK 13:1. Notice qfPefecis: I 1 1. of all defective Work- of which AVNFR or ENPMHR'havactual 1 kno- gcill wI'd' ' i be &q'vcn,tb ;CONTRACTOR, All -defective' AVork- may be rejectect, corrected or accepted as provided in this Article 11 Tests and lnspectianv 13.3. CONTRACTOR- shall p)vc ENGINEER timely notice of readiness of the _Work 'farAl required inspections, I tests o - r, approvals,I and shall 000perate with inspection and taking personnel to fd6litinii r64uii1id'insp'e6ti6hs or -tests. 131.41. OXIVNER shall employ and pay for -the services of an d" laboratory f 11 pen_ ept testing j a, ratory to M orm �a, iftspecfions, tests,-,6r'appr6N,als"raluirgd by the c Contract -1 3_41. for inspections, tests or approvals; covered by p'gra ara ' i ' ph'13.5-below; that costs incurred in,connedion with tests or inspections conducted pursuant t p, mgmph 13'9 iiL 6EkgkkC6Nbili6i4S19108i19'9'0Edtign) wciTi�4 r6ii COul MMODIM, 6AT10'N'S ME 412000 1 ) below shall 4o: paid 'as 'ptMdcd in said liaragnipli'l 3.9: arid 1'3A.3. as otherwise, I specifically provided in the Contract Documents. 13 1 .6: If any W&Vor the workofcthers)�that is to.bel insrxctcd, tested or afilrove'd is covered by CONTRACTOR without written concurrence. of ENGINEER; r it ,must,'if'icqucst6d'by ENGINEER, be uncovered fobs'u'vition. 131. 31. 1. - ln6overing'Work as rroviderl'in,paragraph:13.6 shall be at WNTRACTOWs ex*nse unle&s CONTRACTOR has given ENGINEER timely notice'd - CONTRACTOR-5 TORintention ti(� cover : the same and - ENGINEER -5 has notacted with reasonable mot*i6ss in rcsfimsc to slielt notice: Uncovefing�Work: 13X If any Workis covered e6ntrary t6 the written request .,of ENGINEER, 'it'must,I if rope wd bk, ENGINEER, be unJcover'6d:for, JWGINEER!s observation` iin4_relilaced at CONTRACTORs c.cperse. +27 uncovering, e, -osure=it;. �%ctibn, testing; f if e parties'am e Scent and rec rolo unable to agee as to the amount or extent thereof. CON-17RACTOR may rnA—e'a claim therefor as provided in, Articles I and U ''I e5— —4: 0 &AM May Stop the Work Carrecrion or Remmizl of 1301 Correcii6j(PeHod' 1312-2-In special 6r6tunstarices whire a p<irticular item 'of -equipment is placed M, coniin�uous, service before ,Substantial Completion of all the Work, the, cbriectioii.period & that 'i"m' ' - to run from an " . I , . qr_, . item may_ 1, — earlier date if SO provided in the Specificattgra`oi by Written khendmenc 11123.Where defective Work- (and damage.to other Work-, resulting therefrom) has been -Corrected; icm6vled or replabed-under this paragraph 13.12; the correction period hercunder,with respect -to such Work will be e)acndea for an additional period of daa you two aftcr' such"' correction or removal and .replacement has been satisffictorO.'ennipleted. Acceptance qfDefecfivd'Wiiik.- OTWER Afkv Correct Defective, Work 0 0 Geotechnical Engineering Report Remington Parking Garage West Canopy ■ Fort Collins, Colorado June 17, 2013 s Terracon Project No. 20135016 lrerracon Engineered fill should be placed and compacted in horizontal lifts, not exceeding 8 inches in loose thickness, using equipment and procedures that will produce recommended moisture contents and densities throughout the lift. If crushed gravel or certain other granular materials are used it may be appropriate to specify compaction criteria based on a relative density test. Compaction criteria based on relative density should be evaluated based on a project specific basis. Imported soils (if required) should meet the following material property requirements: Gradation I Percent finer by weight (ASTM C136) ' 4" 100 3" 70-100 No. 4 Sieve 50-100 No. 200 Sieve 15-50 Soil Properties Value Liquid Limit 30 (max.) Plastic Limit 15 (max.) Maximum Expansive Potential (%) Non -expansive' 1. Measured on a sample compacted to approximately 95 percent of the maximum dry unit weight as determined by ASTM D698 at optimum moisture content. The sample is confined under a 100 psf surcharge and submerged. Responsive s Resourceful ■ Reliable 6 E r � u • J damages will utclude but not Whiriked`to all`'costs of `repair or ieplacetnent 'of work of others destroyed or:. damaged, by correction; removal or replacement of CONTRACTORS defective Work CONTRACTOR shall. not be�aliowed an extension of -'the ",Coinimd Times (or` Milestones) tiecause of any delay in -performance of the:: -Work atitibutable to the exercise b,O.RTI _yER of OWER" Ns: rights aid remedies henim rier. ARTICLE 1=1--PAYMENTS TO CONTRACTOR AND CONJPLETION' , cgredule'f iraG[es.. 14.1 Theschcdulc of values established as.providcd in- ,patagmph j will serve as the basis for progress:yayments and Hill lie incorporated-into:a� fonn"of Application for payment acceptable to EI,TGIhBER. Progress payments m account ofUn t Price'.tVork will fie`hased on the numberof `units completed Applination for Progress Payment CONfR4t70RaWarronq of Title. 1 3 CONTRACTOR warrants ind guarantees; that title to all Work; `materials slid equipment cove!e_ by any .Apphcation for Payment. whether ,incorporated in thet Project or not,:will pass to'OWAR no later than the time of payment Gee and -clear of all Liens. :Review of4pplieabona fvr&ogress Payinehit: 1.4. ENGIftEER.will tint}in ten:days after receipt of each Application for payment,, either indicate.inwnfing a -6OENE ZCONDITIOA'S19t0-8tf990E(ItWnj w/ CITY OF.FORT COLLINS MODIFICATIONS QtEV 4/lOW)'.. 14.5: ENGINFER's iecom`mendation of any payment requested in an Application for 1payrncm,will constitute a representation by ENGINFER to OWNER, based on FNGINER on=siic observations of the'exccuted'Work as an experienced and 111alified _desrgn professtonal`and on ENGINEER's meiew of the Application'for Payrnent,and the accompunying,data and sc edtics, that'to.the best of ENGINFFR's knowledge, information and belief. 14 5.1. the' Work has pt gr'e'*d to the point indicated, 14`5.3. the ., condiiiami precedent to, CONTRACTOR's being, entitled to such payment appear to; have been fi miled insofar as it .is ENGINEER's responsibility to observe the 1VA 147, ENGINF..EK,mayrefuse torecommend the whole or any part of any payment if,-tn ENGINEER's opinion it ru would be tortect .to make" the representations to ;'9 OWNER referral to to parigmph 14.5. ENGINEER may. . also refuse to recommend any `such payment; or, because of •subsequently" discovered' evidence; or the results of subsequent'inspections oiaests null$y any such,peyntteriv previously ;iecommendecL to such extent "as' may be necessary in, ENGINEF Ws opmian' to, pr6tect;OWNFR 6m lossba:ausai 14.1.1. the Work is,-riefecl&e,,or cum pleted Work has been damaged mgttiriri� correction orreplacement,' 14.7 2: the Contract Rice has been reduced by WnttenAmeadment or'Change Order, 14 7 3 OWNER has been requiredtocorrect ckfecM,a'Work or complete "Work 'in ;accordanec with - paragap}i'1314.,or - 143A ENGINEER has actual knowhdgb of the - occurrence: of .any of. the events enumerated -m. paragaplml5 2.1 throuiah 152.4. inclusive.;' - OWNISR may=refuse to make payment of the full amount° recommended by hNGINEER because' 1475. claims have been,madc against OWNER on account of CON'1 R�C1'OR's performance or fuiriishitig ofthewor'k 1417.6. 7..icis have been filed in connection,with'the Work, except whu_e!CONTR.4CTOR has delivered a speeific d flori"satisfactory to OWNER "to sccurc'the: satisfaction and discharge of such Liam 10.1, there are other items entitling OWNER •toasei offagarnst'the amount recommended or 14.318. '_OWNER has,actual. knowledge of thc: occurrence of .any ,of the' events enumerated `in paragaphs 14.7.1 rtaough 14.73 or paragraphs 15.2.1 through 15:2.4 molusivet but OWNER ;must give .CONTRACTOR immediate. gTitten notice (with a copy m ENGINEER), stating the reasons for such actto rand promptly.pav CONTRACTOR ttje amount sri withheld, or, any adlustment'ttiere'to agreed to by , OWNER and CONTRACTOR, when 'CONTRACTOR airrecis to'. OWNEI2's satisfaction the,. reasons Gorsuch action Substanfial Completion': ... , EtCDC 664£R.4I.'CONDI;66$191" (1990 tmtim), 30 ' w/6-17 OF' ORTCOLLINSMODtricATIONS(BLV4r1000) 14.9i . OWNER .shall have the right to exclude CONTRACTOR from the, Work after' the" date of Substantial Canpktioa. tart OWNER shall allow CONTRACTORcc reasonable, aess to complete or correct items on the wmtitive list:; Partial Ufi&zalion: • 0 LJ \J No occupancy or se?arate•opcmtion ofpart of the Work will be accomplished. prior to compliance; iv th the equvynents of parsgaph"S 15 in.r`,especi of propdty;insurancc: Final Inspection: 14 L Upon,w-ritten notice from CONTRACTOR that the moreWork'or ,an ,agreed portion,thereof is complete, ENGINEER will make a Gl.inspection with, -OWNER and;CON'rRACTOR.and Ml:nbufy;CONTRAC!'OR- in. vvnGng of all particulars in which ttys'insl ection;revcals'. that the Work -is iicompletc or &fec'rive: CONTRACTOR' sliaU immadiaaly take nigh measures ware necessary to ,complete such work or'iemedy such dd ficicnoics Final Application for Payinent: E1cDCGENERAL cONDITmms t910-8 090 Edrtiun). a/QTY OF FORT COI.W MS MODIFICATIONS (REV -0t200a) to; furnish such a release' or receipt • in full, CONTRACTOR may furnish a Tbrid or other Obllateral satisfactory'to OWNER to indemnify OWNER against any:hien Releases iocwaivers'of liens and the consenfof the surety to Tuialize`payment are to •be' -'submitted on forms conforming to the format of the 'O WNFWS standard forms bound in the Proiect manual Final.Paprrrent andAcceptance: W"aiverafClaims:' 14.15. The making and aceepiance of final payment.will canstitute:: 14.15.1 a waiver of all claims by .OWNER agautst CONTRACTOR except,- claims ansutg from unsettled Liens:•:.: frortt'deefective Work appearing after 31 final ;mspectron pursuant to; paragraph 14;11, from Ea lure to comply with the Contract Documents or then terms of;any specialguarantees specified therein, or Goo CONTRACTORS contin i rig obligations under the Contract Documents and ' 14152A waiver of-'all:claims by CONTRACTOR against O"q\'GR=other than those previously maderin writing and still unsettled: ARTICLE :IS-SIISPENSIOlIX OF NVORK AND `TERMINATION (IWrVER Mii'& pehd Work: OWI NT-R May Temunaw. 152. Upon the occurrence of any one or more of'th6 following events: '15.2.1. if CONTRACTOR persistently, fails to perform the Work n a iccordancC with the Contract Documents - (including but not limited to; failure to st p lysuffrcient skilled workers or suitable rnateiials or. equipment or failurm to adhere to the progrm schedule established under paragraph 2 , as adl»ste 1 from time to time. pursuant to paragraph 6.q, " 0.12. 2. if CONTRACTOR 'disregards' Laws' or Rego Iaiions of any, pilblic body ha 1523, if:CONTRACTOR daegards.the authority of ENGTNEER,.iir 15.2.4 if, CONTRACTOR otherwise.violites in any substantial way any provisions- of the Contract Documents; EJCDCGE,vE 'CONDIT10NSI911".(099E&tiCM., 32 wl ctlYOFhoit COLIANSMODiticxnoNs6LLV4rz000) CONTRACTOR but which are stored elsewhere, and • finish theWork as OVdNERmay, deem expedient., In such case CONTRACTOR shall not -be entitled to receive airy ftnther'pa}7nent until tlw.Worklis finished If the unpaid balance of the' Co tract Price exceeds all clamis, eosis losses' ind darrtages:si s fined tiy,OWNER ansitj"&it,or or resulting from corn the ;Work'such�exce' will be paid to CONTRACTOR If such claims costs, losses and damages exceed such unpaid "balance„CONTRACTOR shall pay the differenceto OWNER. , Such claims, costs, losses and damages incurred by OWNER will be reviewed 1y ENGINEER a's to fine r'reasonableness and when so Approved by ENGINEER incorporated inn"Change Order; provided that when exercising any riglits'or remedies under this, paragraph OWNER -shall not be required to obtain the lowest piiec'for the Work perforq ed, 15.3: Where CONTRACTOfisKscrvices-have been 'so terminated 'by OWNER; the'tennmation .will not,affect any rights. or' remedies of OWNER against CONTRACTOR then existi- or which may theiealier accrue_, 4ny retention or payment �of ._moneys 'due CONTRAGI'OR , by 6WNFA2 will not release CONTRACTOR from liability: 15.4. . Upon seven days', written notice to CONI'RACfOR .and 6TIGINEER, OWNER may; wihoui causc and without piciudice to any'61hier right or reme4,6f OWNER, elect to terminate the'Aitreement. In such case, CONTRACTOR' shall he .paid (without duplication of any items); 15.41. for'co„mpieted and acca*,blo Work execdted in acc6rdanoc-'with the Contract Documents prior to the effective date; of fenninat 6ri, including fair: and reasonable sums'for overhead and profit on such 'Work, ` 15 4 2 for expenses sustained prior t6,the.effective date of termination ,in performing services and Cui ushing labor, materials or equipment as required by ,the .Contract ,Documents in connection with uncompleted Work, plus fain and reasonable stims for overhead'and profit on suc} expenses;: 15:43. for all claims, costs; losses and damages incurred in settlement of -terminated contracts with Subcorametins;-Supplier and others, acid T5:4 4., •for reasonable esperises directly attributable to: term Mation. CONTRACTOR shall noCbc paid on account of lossiof anticipated profits or revenue or' other economic= loss an"sing oul'of or resuldrg from; such termination.: CONTR4CTORXliiv&op NYorkarTerarinate.- 15.5. K'throughno act or fault of CONTRACTOR, the Work'is'susprnded for a pariah of more than rdnety days by OWNER'or under an order of court or;oher public authority, or P24G1NEER fads'to�icl,on any Application for Payment within thirty days after it is submitted or OWtNFR fails for,tliirty days,to;pay CONTRACTOR any • 11 0 0 �surn finally Aeterffiified to — i-. 1. and orovided OWNER or ENOMER do not as on an .OWNER and EN all such amounts thereon. The pr .6r'Cbntritct Timeg.,orothe directly attributable to CON permittod by this parngni , ''. I , . ph. ARTICLE 16—DISPUTE IRFSOLIMON .ARTICLE 17—XMSCEIIAUNFOPS 17.1. Whenever, any provtsion, of the Contract - Documents requires the givir- of "itm notice, it,%vill be: the indiOd die ' nied to have been %',alidlygivic'n it' delivelred-m person to iial or to memb� U6 ;, firm', or.torinoffice-'r of the corporation for whom -it.is intended, of if deiiv&ed at or 'sent by registered 6r,cerlified mail, postage'piepaid, to the- Iasibusinessbusiness address knu%km to the giver Of the notice. !17.2. !qo4utd6&hqfTirize: 17.2.,1: When,any period of tirae'is re6irred 16 "in the Contract Documents by days. it: will be computed to 'e.x6ludc"the 'firit mbdInclude thelak:daj-ofisijch Z, period. . If the . last .. &y I OfSiuiy,,iLi6 period falls 'o'a Si n,y or Sunday or.oway made a'I gfh'lida by�ra�oftheapplicable juriidicti 3 .beOitedfrom ilie computaton. bC rkfqtAL c6kxu64� 19105 11 . 11(1qqqE(fitwfl) w?dTy*QFFORT COW M NIODiRCAT16-iS 4iliV,112600) 4 -7 12 . A,'LM- lend ar, day of twifity- four'Kbuis m e a'w' red from midnji i to dre;ncxi midni6twill constitute a Nofice of Clairn: Prof essional Ferw and Court CbsU IncludeiL. , ITS' Wherievii reference -is made; to "diims; costs, loj�� �,mrd damages", it .,r include in.eacti-case, but not be Iunited to, all fees and Zhar'&S�rcf engineers, architects,' attorneys and other professionals and all court or arliitrauon or other dispute iesolution oosis. 116. The laws of the State of Colorado 11ppi Anieeffierit. Reference to hyo pertinent Coloradostatutes are as follows 17.6.2. if a claim is filed, OWNER -is required by law '(CRS 38-26-4 07) to withhold from all payments to CONTRACTOR sufficient funds to insure ,1he 12Z�cntcof�alprovisions, lclaimsI& labor. materials, team hire, an 'ov Soris, provender, or• other supplies 'used or consumed hyl CONTRACTOR or, his 33 E1CDC OE34ERAL CONDmom 1910-9 (1990 EMM) 34 W/ T[YOFFORT COLLI NS MODIFICATIODS; My V2000) E is • LI (This li* left blafil, iraimfib6MIy.) FjdDCr,ENTMCONDITIONS 1910-8 (090E&W) %N'UTYOFFOiTOOLUMNIODIFICATIONSMV4/2000) 35, EjCDC OEMERAL COND1T1OM 1910-8 (1990 E(titiwi). 36 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 412000) • 0 L 9 0 :EXHIBIT GC -A to Gencral Conditions' of the'Construction Contract Between DOWNER and CONTRACTOR, DISPUTE RESOLUTION AGREEMENT; OWNER and CONTRACTOR hereby agree that' Article 16'of the General -,Conditions of the,Coiistmction 'Contractbetween OWNF;R .and CONTRACTOR is amended to m" 44e the followrr� 06MN, ntof the.parties: . EICDC GM4ERAL CONDITION5191 o-B (1996 Edinm). -.v1 CRY OF FORT COLIilNSMODIFICAT16NS (REV 9199) 16 4 Except as provided,in paragraph 16.5.below no arbitration anshie< out of ,cr relating to tie .Contract Documents shall include by, consulidation, joinder or in any other manner any.' -other person 'or entity, (including ENGINEER; ENGINEER's Consultant arul the'onicers; directors agents employes or cgnsultants,6f any of them) who'is not a'party io this contract unless: 16.4.1. the inclusion of such other person or entity. is necessary if coiiiplete.rehe£ is to be afroideid among those who are already parties to the arbitration and 16,4,1 such;othci person or entity is. substantially involved in a:yuestion of, law, or fact which is common to=those who are already parties to the;arbitration and . 'which, wil l arisc,in such procccdmgs, and 16',4 3: the- written consent of the cur er rsc n of entity sought ; to be included and . of OWNER and GoNI'RACTOIt has.been obtained for such inclusion; which consent shall make specific ieference'to this paragraph; but no such consent "shall consnmte'consetit 'to arbitration of'any,dispute-hot specifically described in such consent,or to arbitration with any party.riot specificallyidcntified in such consent. 16.6. 'The -award rendered'by the arbitrators Will_be final, ju_dgmerlt maybe,entered upon Win any courthaving . jurisdiction thereof; and if, will not be subject to modification or,appeal: EJCUC CENTRAL CONDITION5.19108 (199O Editim) , .a/ CI FY OFFORT .COLLINS MODIFICATIONS (RF. V.9N4) • p • Geotechnical Engineering Report l��rr�c®n Remington Parking Garage West Canopy ■ Fort Collins, Colorado . June 17, 2013 ■ Terracon Project No. 20135016 4.2.5 Compaction Requirements Engineered fill should be placed and compacted in horizontal lifts, using equipment and procedures that will produce recommended moisture contents and densities throughout the lift. Item Description 8 inches or less in loose thickness when heavy, self - propelled compaction equipment is used Fill lift thickness 4 to 6 inches in loose thickness when hand -guided equipment (i.e. jumping jack or plate compactor) is used Minimum compaction requirements 95 percent of the maximum dry unit weight as determined by ASTM D698 Moisture content cohesive soil (clay) -1 to +3 % of the optimum moisture content Moisture content cohesionless soil -3 to +3 % of the optimum moisture content (sand) 1. We recommend engineered fill be tested for moisture content and compaction during placement. Should the results of the in -place density tests indicate the specified moisture or compaction limits have not been met, the area represented by the test should be reworked and retested as required until the specified moisture and compaction requirements are achieved. 2. Specifically, moisture levels should be maintained low enough to allow for satisfactory compaction to be achieved without the fill material pumping when proofrolled. • 3. Moisture conditioned clay materials should not be allowed to dry out. A loss of moisture within these materials could result in an increase in the material's expansive potential. Subsequent wetting of these materials could result in undesirable movement. 0 4.2.6 Grading and Drainage All grades must be adjusted to provide effective drainage away from the proposed canopy, existing buildings, and pavements during construction and maintained throughout the life of the proposed project. Infiltration of water into foundation excavations must be prevented during construction. Landscape irrigation adjacent to foundations (if any) should be minimized or eliminated. Water permitted to pond near or adjacent to the perimeter of the canopy (either during or post -construction) can result in significantly higher soil movements than those discussed in this report. As a result, any estimations of potential movement described in this report cannot be relied upon if positive drainage is not obtained and maintained, and water is allowed to infiltrate the fill and/or subgrade. Flatwork and pavements will be subject to post -construction movement. Maximum grades practical should be used for paving and flatwork to prevent areas where water can pond. In addition, allowances in final grades should take into consideration post -construction movement of flatwork, particularly if such movement would be critical. Where paving or flatwork abuts the structures, care should be taken that joints are properly sealed and maintained to prevent the infiltration of surface water. Responsive ■ Resourceful ■ Reliable 7 • 9 SECTION 00800 SUPPLEMENTARY CONDITIONS SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. 0 SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. • 5.4.6 The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9 This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL). SC-8.10 OWNER's Project Manager A. Add the following language to ARTICLE 8: 8.10. The OWNER will provide a Project Manager. The CONTRACTOR shall direct all questions concerning Contract interpretation, Change Orders, and other requests for clarification or instruction to the Project Manager. 8.10.1 Authority:. The Project Manager will be the OWNER's representative during the construction of the project. The Project Manager shall have the authority set forth in the OWNER's Capital Project Procedures Manual. The Project Manager shall have the authority to reject work and materials whenever such rejection may be necessary to ensure the proper performance of the Work in accordance with the Contract Documents. 11 • 8.10.2 Duties and Responsibilities: The Project Manager will make periodic visits to the project site to observe the progress and quality of the Work and to determine, in general, if the Work is proceeding in accordance with the Contract Documents. The Project Manager shall not be required to make comprehensive or continuous inspections to check the progress or quality of the Work. The Project Manager shall not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions or programs in connection with the Work, or for any failure of the Contractor to comply with laws and regulation applicable to the performance or furnishing of the Work. Visits and observations made by the Project Manager shall not relieve the CONTRACTOR of his obligation to conduct comprehensive inspections of the Work, to furnish materials and perform acceptable Work, and to provide adequate safety precautions in conformance with the Contract Documents. The Project Manager shall at all times have access to the Work. The CONTRACTOR shall provide facilities for such access so the Project Manager may perform his or her functions under the Contract Documents. 8.10.3 One or more Resident Construction Inspector(s) (RCI) may be assigned to assist the Project Manager in providing observation of the Work, to determine whether or not the Work is proceeding according to the construction documents. CONTRACTOR will • receive written notification from the OWNER of any RCI assignments. The RCI shall not supervise, direct or have control or authority over, nor be responsible for, CONTRACTOR's means, methods, techniques, sequences or procedures of construction or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. The RCI will not be responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. The RCI's dealings in matters pertaining to the on -site work will be to keep the Project Manager properly apprised about such matters. 8.10.4 Communications: All instructions, approvals, and decisions of the Project Manager shall be in writing. The CONTRACTOR may not rely on instructions, approvals, or decisions of the Project Manager until the same are reduced to writing. SC-12.3 Add the following language to the end of paragraph 12.3. Contractor will include in the project schedule zero 0 days lost due to abnormal weather conditions. SC-13.12 Correction Period: 0 13.12.1 If within one year after the date of Substantial Completion or such • longer period of time as may be prescribed by Laws or Regulations or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, an Work is found to be defective, CONTRACTOR shall promptly, without cost to OWNER and in accordance with OWNER's written instructions ... • SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment . SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: Old Town Parking Garage Canopy CONTRACTOR: Classic Contractors Inc PROJECT NUMBER: 7544 DESCRIPTION: 1. Reason for change: 2. Description of Change: _ 3. Change in Contract Cost: 4. Change in Contract Time: ORIGINAL CONTRACT COST $ .00 TOTAL APPROVED CHANGE ORDER .00 TOTAL PENDING CHANGE ORDER .00 TOTAL THIS CHANGE ORDER .00 • TOTAL % OF THIS CHANGE ORDER % TOTAL C.O.% OF ORIGNINAL CONTRACT % ADJUSTED CONTRACT COST $ .00 (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: DATE: Project Manager REVIEWED BY: DATE: Title: APPROVED BY: DATE: Title: APPROVED BY: DATE: Purchasing Agent over $30,000 cc: City Clerk Contractor Engineer Project File Architect Purchasing Section 00960 APPLICATION FOR PAYMENT PROJECT: PAY ESTIMATE NO: DATE: CONTRACTOR: ADDRESS: CONTRACT FOR. PARTIAL The undersigned Contractor certifies that to the best of his knowledge, information and belief the work covered by this application for Payment has been completed in accordance with the Contract Documents, that all accounts have been paid by him for Work for which previous Certificates for Payment were issued and payments received, in this current payment shown herein is now due. CONTRACTOR: FINAL TO In accordance with the Contract Documents, based on site observations and the data comprising the above application, the Architects Certifies to the Owner that the Work has progressed to the point indicated; that the best of his knowledge, information and belief, the quality of the Work is in accordance with the Contract Documents, and that the Contractor is entitled to payment of the AMOUNT CERTIFIED. ENGINEER: Date: Application is made for Payment, as shown below, in connection with the Contract. Schedule of Values is attached. The present status of the account for this Contract is as follows ORIGINAL CONTRACT AMOUNT APPROVED CHANGE ORDERS TO DATE ADJUSTED CONTRACT AMOUNT TOTAL WORK COMPLETED AND MATERIALS USED RETAINAGE (10% OF TOTAL) TOTAL EARNED LESS RETAINAGE LIQUIDATED DAMAGES WITHHELD TOTAL EARNED LESS LIQUIDATED DAMAGES LESS PREVIOUS PAYMENTS CURRENT PAYMENT DUE APPROVED BY (Title) cc: Accounting City Clerk Contractor Engineer Project File Section 00960 Page 1 • 0 to • WORK CHANGE DIRECTIVE INSTRUCTIONS A. GENERAL INFORMATION This document was developed for use in situations involving changes in the Work which, if not processed expeditiously, might delay the Project. 'Ihese changes are often initiated in the field and may affect the Contract Price or the Contract Times. This is not a Change Order, but only a directive to proceed Nvith Work that may be included in a subsequent Change Order. For supplemental instructions and minor changes not involving a change in the Contract Price or the Contract Times a Field Order shou Id be used. B. COMPLETING THE WORK CHANGE DIRECTIVE FORM Engineer initiates the form, including a description of the items involved and attachments. Based on conversations between Engineer and Contractor, Engineer completes the following: METHOD OF DETERMINING CHANGE, iF ANY, iN CONTRACT PRICE: Mark the method to be used in determining the final cost of Work involved and the estimated net effect on the Contract Price. If the change involves an increase in the Contract Price and the estimated amount is approached before the additional or changed Work is completed, another Work Change Directive must be issued to change the estimated price or Contractor may stop the changed Work when the • estimated time is reached. If the Work Change Directive is not likely, to change the Contract Price, the space for estimated increase (decrease) should be marked "Not Applicable". L J Once Engineer has completed and signed the form, all copies should be sent to Owner for authorization because Engineer alone does not have authority to authorize changes in Price or Titries. Once authorized by Owner, a copy should be sent by Engineer to Contractor. Price and Times may only be changed by Change Order signed by Owner and Contractor with Engineer's recommendation. Paragraph 10.03.A.2 of the General Conditions requires that a Change Order be initiated and processed to cover any undisputed sum or amount of time for Work actually performed pursuant to this Work Change Directive. Once the Work covered bythis directive is completed or final cost and times are. determined, Contractor should submit documentation for inclusion in a Change Order. THiS IS A DIRECTIVE TO PROCEED Willi A CHANGE THAT MAY AFFECT THE CONTRACT PRICE OR CONTRACT TIMES. A CRANGF ORDER, IF ANY, SHOULD BE CONSIDEUD PROMPTLY. Section 00970 Page 1 WORK. CHANGE DIRECTIVE No. DATE OF ISSUANCE EFFECTIVE DATE OWNER CONTRACTOR Contract: Project: OWNER's Contract No. ENGINEER's Project No. You are directed to proceed promptly with the following change(s): Description: Purpose of Work Change Directive_ Attachments: (List documents supporting change) If OWNER or CONTRACTOR believe that the above change has affected Contract Price any Claim for a Change Order based thereon will involve one or more of the following methods as defined in the Contract Documents. Method of determining change in Contract Price: Unit Prices Lump Sum Cost of the Work Estimated increase (decrease) in Contract Price: Estimated increase (decrease) in Contract i Times: If the change involves an increase, the estimated Substantial Completion: days; amount is not to be exceeded without further Ready for final payment: days. authorization. RECOMMENDED: ENGINEER AUTHORIZED; OWNER By_ By: EJCDC No. 19104-F (19%6difion) ptsptrred try the Engineers Joint Conuaa Document, Commiaee and endorsed by The Aswciued General Contractas of America andthe Coni"ctiaa SpecificSiota tGsdham. Section 00970 Page 2 • 9 • U odiranonsrrvctlar Technology REQUEST FOR INTERPRETATION project: R.F.I. Number: From to; Date: A/E Project Number: Re: Contract For: Specification Section: Paragraph: Drawing Reference: Detail: Request Signed by: Date: Response: ❑ Attachments Response From: To: bate Rec'd: Date PAd: Signed by: Date: Copies: ❑ Owner [] Consultants ❑ ❑ ❑ ❑ ❑ File Copyright 19N. CoaaYrvctien Specifications Institute, Page of 99 Canal Center Pfara, Suite 300 Almandna, VA 22314 Jury 1994 CSIForm 112A Section 00970 Page 3 o�� raat,onroey CLARIFICATION NOTICE project: Clarification Notice Number: To: From: Date: A& Project Number: Re; ContractFor: This Clarification Notice is issued for the purpose of clarifying the Contract Documents based on an interpretation reasonably inferable from the Contract Documents, and therefore has no effect on the Contract Sum or Contract Time. Proceeding with Work in accordance with this Clarification Notice indicates acceptance with no change in the Contract Sum or Contract Time. Specification Section. paragraph: Drawing Reference: Detail: Description: J ❑ Attachments Signed by: Date: Copies: Cl owner Cl Consultants ❑ Cl ❑ ❑ ❑ File Copyright 1994, Construction Specifications Institute; Page of July 1994 99 Cam] Center Plata, Suite 300 Alexandria, VA CS1 Form 13.3A 22314 Section 00970 Page 4 Geotechnical Engineering Report Remington Parking Garage West Canopy s Fort Collins, Colorado June 17, 2013 ■ Terracon Project No. 20135016 4.2.7 Corrosion Protection lrerracon Results of water-soluble sulfate testing indicate that ASTM Type I or II portland cement should be specified for all project concrete on and below grade. Foundation concrete should be designed for low sulfate exposure in accordance with the provisions of the ACI Design Manual, Section 318, Chapter 4. 4.3 Foundations The proposed canopy can be supported by a drilled pier foundation system bottomed in bedrock. Design recommendations for foundations for the proposed canopy and related structural elements are presented in the following paragraphs. 4.3.1 Drilled Piers Bottomed in Bedrock - Design Recommendations Description Value Minimum pier length 20 feet Minimum pier diameter 18 inches Minimum bedrock embedment' 6 feet Maximum end -bearing pressure 30,000 psf Skin friction (for portion of pier embedded into bedrock) 2,500 psf 1. Drilled piers should be embedded into hard or very hard bedrock materials. Piers should be considered to work in group action if the horizontal spacing is less than three pier diameters. A minimum practical horizontal clear spacing between piers of at least three diameters should be maintained, and adjacent piers should bear at the same elevation. The capacity of individual piers must be reduced when considering the effects of group action. Capacity reduction is a function of pier spacing and the number of piers within a group. 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W� v RN iH a`V MO � 1 1 _V'li a 9 • • • • Geotechnical Engineering Report l��rr�con Remington Parking Garage West Canopy ■ Fort.Collins, Colorado June 17, 2013 ■ Terracon Project No. 20135016 To satisfy forces in the horizontal direction using LPILE, piers may be designed for the following lateral load criteria: Sand and Sandstone/siltstone Parameters Clay Gravel Bedrock Stiff clay Sand Stiff clay without free LPILE soil type without free water (above WT) water Unit weight (pcf) 120 125 130 Average undrained shear strength (psf) 500 N/A 9,000 Average angle of internal friction, (D N/A 35 N/A (degrees) 100 - static 2,000- static Coefficient of subgrade reaction, k (pci)' 60 30 - cyclic 800 — cyclic Strain, s5o (%) 0.010 N/A 0.004 1. For purposes of LPILE analysis, assume a groundwater depth of about 20 feet below existing ground surface. 2. The upper 3 feet of soils should be neglected during lateral load analysis. 4.3.2 Drilled Piers Bottomed in Bedrock - Construction Considerations Drilling to design depth should be possible with conventional single -flight power augers on the majority of the site; however, specialized drilling equipment may be required for very hard bedrock layers. Cobbles encountered during our field study, causing practical auger refusal, may cause difficult drilling conditions. In addition, caving soils and groundwater indicate that temporary steel casing will be required to properly drill the piers prior to concrete placement. Groundwater should be removed from each pier hole prior to concrete placement. Pier concrete should be placed immediately after completion of drilling and cleaning. If pier concrete cannot be placed in dry conditions, a tremie should be used for concrete placement. The use of a bottom -dump hopper, or an elephant's trunk discharging near the bottom of the hole where concrete segregation will be minimized, is recommended. Due to potential sloughing and raveling, foundation concrete quantities may exceed calculated geometric volumes. Casing should be withdrawn in a slow continuous manner maintaining a sufficient head of concrete to prevent infiltration of water or caving soils or the creation of voids in pier concrete. Pier concrete should have a relatively high fluidity when placed in cased pier holes or through a tremie. Pier concrete with slump in the range of 5 to 7 inches is recommended. We recommend the sides of each pier should be mechanically roughened in the bedrock bearing strata. This should be accomplished by a roughening tooth placed on the auger. Shaft bearing surfaces must be cleaned prior to concrete placement. A representative of the Terracon should observe the bearing surface and shaft configuration. 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The use of a bottom -dump hopper, or an elephant's trunk discharging near the bottom of the hole where concrete segregation will be minimized, is recommended. 4.4 Seismic Considerations Code Used Site Classification 2009 International Building Code (IBC)C 2 1. In general accordance with the 2009 International Building Code, Table 1613.5.2. 2. The 2009 International Building Code (IBC) requires a site soil profile determination extending a depth of 100 feet for seismic site classification. The current scope requested does not include the required 100 foot soil profile determination. The borings completed for this project extended to a maximum depth of about 11'/2 feet, borings completed for previous studies extended to depths of about 29.4 feet, and this seismic site class definition considers that similar soil and bedrock conditions exist below the maximum depth of the subsurface exploration. Additional exploration to deeper depths could be performed to confirm the conditions below the current depth of exploration. Alternatively, a geophysical exploration could be utilized in order to attempt to justify a more favorable seismic site class. However, we believe a higher seismic site class for this site is unlikely. 5.0 GENERAL COMMENTS Terracon should be retained to review the final design plans and specifications so comments can be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications. Terracon also should be retained to provide observation and testing services during grading, excavation, foundation construction and other earth -related construction phases of the project. The analysis and recommendations presented in this report are based upon the data obtained from the borings performed at the indicated locations and from other information discussed in this report. This report does not reflect variations that may occur between borings, across the site, or due to the modifying effects of construction or weather. The nature and extent of such variations may not become evident until during or after construction. If variations appear, we should be immediately notified so that further evaluation and supplemental recommendations can be provided. The scope of services for this project does not include either specifically or by implication any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken. This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical Responsive s Resourceful ■ Reliable 10 0 • i Geotechnical Engineering Report l��rracon Remington Parking Garage West Canopy ■ Fort Collins, Colorado June 17, 2013 ■ Terracon Project No. 20135016 engineering practices. No warranties, either express or implied, are intended or made. Site safety, excavation support, and dewatering requirements are the responsibility of others. In the event that changes in the nature, design, or location of the project as described in this report are planned, the conclusions and recommendations contained in this report shall not be considered valid unless Terracon reviews the changes and either verifies or modifies the conclusions of this report in writing. Responsive a Resourceful ■ Reliable 11 City Of Fort Collins Purchasing ADDENDUM NO. 2 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of BID 7544: Old Town Parking Garage Canopy OPENING DATE: 3:00 PM (Our Clock) August 22, 2013 Financial Services Purchasing Division 215 N. Mason St. 2"" Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 tcgov. comp urchasing To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed as follows: Questions & Answers 1. The structural detail drawings indicate that steel knife plates will be attached below the level of the top of finished roof surface to the web of the structure. The Architectural elevations indicate that the knife plates will be above that level. Which is correct? Answer: the structural drawings indicate the correct condition. 2. The Roof Plan (C4/A101) indicates that the roof will taper at 5/8" / 12" to the roof drain in the east to west and north to south directions. Is this correct? Answer: The labeling on plan C41A101 is not correct. The roof surface should `plane out' using the top of the north edge of the roof surface as the starting point for the slope. Taper shop drawings will be required as per Project Specifications. 3. Will insulation substitutions be allowed? Answer: Substitutions will only be allowed if the project dictates a necessity to switch to a different material during the construction process. Please contact John Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST STATEMENT ENCLOSED WITH THE ADDENDUM HAS BEEN RECEIVED. BE ACKNOWLEDGED BY A WRITTEN BID/QUOTE STATING THAT THIS • 40 0 APPENDIX A FIELD EXPLORATION • 10 • 0 x Q W cu fj �tfcj �i 1/ roS� ESQ ��/t�`?!1S i 1 ,•Qarg 4 s� ) Z W IS Wit.: t%i` - y C�!{QpM rp U N N � 1._. �Jna}jAve ! I pi i wl'yw 1 -J �[ o r iuuapu!l.---,1S 416. s TMij any (2111a�g W c`0 m o CIO PLC— tstsr rz. p — r-S&erSt,u at 01� >Suoy7e�od2S.W&J�431i w(S�1L �`51 "ot4 �, ��Stt o x it ILUE: o ;ire. CII Ir: IIo [ Cat CICIC�LR 7 F IT O e.- Lsa � Ij' it at •� �.��Q �,-.lL:--1 > O 5 �Yi N S S Mason r i .� � Q/ I$ wNPfaW N IS U) u° o — FClSP`3i4oD`�Ul �W�r(�^1LL I—Isqu �o'J'IILf_�i rQA�aoa 05 1.0 �4-]1 .3. =�>�. f: sj Fnfj4 Q-1 d o oMQ-c tg8Nse S �If IN.'- Palk$. N IS •- � o � o a 0L1LIL���3,a Lq S Ind N IS ISPr r S ` w `1Si1S S.3Y5 ���enViso nn o C'=1LC 4 c r BLS -Lo w Co p�,t38711a�AYe'P"U N °:d`a�� �OQQ31 cllfW a o 2 p 1 x 0 Ix IL a c a Z � r ti I I � ' W�..� rV .'�,•*—ip � Y at JT��+'.aa� { ��y. I €''..7.,.i tln ({ -{ i 1 , aJ� �a1 ' t �•f�r � ( 1 fE , !i,] + oelF, � � �% a�n�� �k .Sic � 5 -� i ,. _._ � • 4 1 ' 1 • • %� i.�� � .af 1,� c. .,. $'i«� ��- .r•�t`: +' _ram f •' �a"it ��y _ ��� � � fa (�� �•-tt4 s k4 �, •t� � � •ID � � � � � i• lP f�1• r} f t'1`A r ti) ,«T> ry L E "+i :_r k.. r •'i _-•- 1 � r +F �l � •'�f� ��� f' `flex . ir..r d > ;�.. :.� ` 4 CL rA LL fr (��fn'• ` ' � ! '�Oki, .1� �c , 'ter..- �L ri•. " �-fr PI Q S( ( z r- ,!•( y f , c� y S / r ; h s•{�f��'•'` ,l i �!) • �V•N .�.�. �Y ..'fin'»'}n.r_ c'r 9"°'.c-`sue _'_`"'r`�: , i � • , • 0 Geotechnical Engineering Report l�errac®n Remington Parking Garage West Canopy ■ Fort Collins, Colorado June 17, 2013 ■ Terracon Project No. 20135016 Field Exploration Description The locations of borings were based upon the proposed development shown on the provided site plan. The borings were located in the field by measuring from existing site features. The borings were drilled with a limited access mini -rig with solid -stem augers. Prior to drilling the borings, the existing concrete flatwork was cored with a 4-inch diameter core barrel. During the drilling operations, lithologic logs of the borings were recorded by the field engineer. Relatively undisturbed samples were obtained at selected intervals utilizing a 2-inch outside diameter split -spoon sampler (SS) and a 3-inch outside diameter ring -barrel sampler (RS). Penetration resistance values were recorded in a manner similar to the standard penetration test (SPT). This test consists of driving the sampler into the ground with a 140-pound hammer free -falling through a distance of 30 inches. The number of blows required to advance the ring - barrel sampler 12 inches (18 inches for standard split -spoon samplers, final 12 inches are recorded) or the interval indicated, is recorded as a standard penetration resistance value (N- value). The blow count values are indicated on the boring logs at the respective sample depths. Ring -barrel sample blow counts are not considered N-values. A manual SPT safety hammer was used to advance the samplers in the borings performed on this site. The standard penetration test provides a reasonable indication of the in -place density of sandy type materials, but only provides an indication of the relative stiffness of cohesive materials since the blow count in these soils may be affected by the soils moisture content. In addition, considerable care should be exercised in interpreting the N-values in gravelly soils, particularly where the size of the gravel particle exceeds the inside diameter of the sampler. Practical auger, refusal was encountered in each of the two (2) borings completed for this geotechnical study at a depth of 11'/z feet below the existing concrete surface. Groundwater measurements were obtained in the borings at the time of site exploration. After completion of drilling, the borings were backfilled with auger cuttings and sand. The core specimen obtained from each boring location had an exposed aggregate surface. At the request of the City of Fort Collins, we "seated" the core specimens into the upper portion of the boring during backfill with non -shrink grout to reasonably restore appearances. Responsive ■ Resourceful ■ Reliable Exhibit A-3 s z BORING LOG NO. 1 Page 1 of 1 PROJECT: Remington Parking Garage CLIENT: RB+B Architects Inc. West Canopy Fort Collins, Colorado SITE: SE of Remington St. and E Mountain Ave. Fort Collins, Colorado LOCATION See Exhibit A-2 w Z Wa o V ATTERBEL MITSRG J U O wr J¢ F W ~7 a WZ z a o = W w of w W o_ ° W h m 3 z Mt- rr w LL-PL-PI 3 of 0 3m a N o �� o DEPTH CONCRETE - 4.5 inches FILL - LEAN CLAY, brown 3.0 SANDY LEAN CLAY, trace calcareous nodules, brown, stiff to very stiff 7-8 10 106 27-16-11 5 13-25 Below 9 10.0 1 JetectablE limits. COBBLES 11.6 Auger refusal at 11.6 Feet 50/1" 0 i i i N=50/1" Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Rape and Cathead i Advancement Method: See Exhibit A-3 for description of field Notes: 3-inch solid -stem flight auger procedures. See Appendix B for description of laboratory procedures and additional data (if any). See Appendix C for explanation of symbols and > Abandonment Method: Borings balled with soil cuttings and concrete core abbreviations. upon completion. WATER LEVEL OBSERVATIONS � Irerracon Boring Started: 5Y20/2013 Boring Completed: SI20/2013 No free water observed. Drill Rig: Minid g g Duller Unlimited Access Drilling g Project No.: 20135016 Exhibit A4 • • 41 • 0 BORING LOG NO. 2 Page 1 of 1 PROJECT: Remington Parking Garage CLIENT: RB+B Architects Inc. West Canopy Fort Collins, Colorado SITE: SE of Remington St. and E Mountain Ave. Fort Collins, Colorado LOCATION See Exhibit A-2 W Z CL a ATL RG MRS J t` >>O WF Ja > F OW WF- ~� o_ R fYF n Z_ "' e _ 2 Q = F w �> w W J a OD W W N m WZ QW 3 z �F ) Of� LL-PL-PI J J W 0 ° 3m ¢ LL� ° °3 O w m DEPTH ` 0.5 CONCRETE - 5.5 inches FILL - LEAN CLAY, brown 3.0 SANDY LEAN CLAY, trace calcareous nodules, brown, medium stiff 4-4 S 97 -1.1 5 8.5 SILTY SAND WITH GRAVEL, light brown red to white, medium _ 11-9-14 dense 111.5 1 N=23 3 11.0 COBBLES Auger refusal at 11.5 Feet Stratification lines are approximate. In -situ, the transition may he gradual. Hammer Type: Rope and Cathead Advancement Method: See Exhibit A-3 for description of field Notes: 34nch solid -stem flight auger procedures. See Appendix B for description of laboratory procedures and additional data (if any). See Appendix C for explanation of symbols and Abandonment Method: Borings backfllled with soil cuttings and concrete core abbreviations. upon completion. WATER LEVEL OBSERVATIONS 1 �arracon Boring Started: 5/20/2013 Boring Completed: 5202013 No free water observed. Drill Rig: Mining Driller Unlimited Access Drilling Project No.: 20135016 Exhibit: A-5 LOG OF BORING NO. 1 Page 1 of 1 CLIENT ARCHITECT/ENGINEER Ernie Garner SITE 300 and 310 E. Mountain Avenue PROJECT Fort Collins, Colorado Proposed 2nd Story Addition SAMPLES TESTS C� DESCRIPTION O (n > e F �a Z r = uri w > z� o w j zz m � a �z >LU ac Approx. Surface Elev.: 99 ft w 0 vUi D z > E a� to m a0 3 L) of t o a z� Z) V) 0.4 4" ASPHALT 98.5 FILL MATERIAL Sandy Lean Clay Buff, tan, rust, moist, medium stiff to stiff 3.5 95.5 1 ST 6 9.3 116 1 2120 SILTY SAND with GRAVEL SM 2 SS 10 50/0.8 6.4 Tan, brown, rust, moist, medium dense to dense 5 * Intermittent Cobbles Encountered 3 SS 10 50/0.8 4.1 10 ..13.5 85.5 S I LTSTONE/SAN DSTON E 14.4 Olive, tan, gray, moist, cemented 84.5 4 1 SS 1 5 50/0.4 13.2 i BOTTOM OF BORING i i i i The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. i WATER LEVEL OBSERVATIONS, ft Irerracon BORING STARTED 7-31-02 WL Q DRY WD T BORING COMPLETED 7-31-02 WL RIG CME-55 FOREMAN DL WL Initial Water Level Reading APPROVED DAR I JOB # 20025144 10 0 Exhibit A-6 i • LOG OF BORING NO. 2 Page 1 of 1 CLIENT ARCHITECT/ENGINEER Ernie Garner SITE 300 and 310 E. Mountain Avenue PROJECT Fort Collins, Colorado Proposed 2nd Story Addition SAMPLES TESTS C7 DESCRIPTION p 0° � > \ p n w i U >>i W W x Z Z Z(9 o_ m U LU wf- �Z OZ a U 2 Ow. F O 3 >� U� Approx. Surface Elev.: 99 ft o D z X aim 0 o a 5 W a • `e . 7' CONCRETE 0.6 98.5 FILL MATERIAL Sandy Lean Clay Buff, tan, rust, moist, medium stiff to stiff 3 96 POORLY GRADED SAND with SILT and SP 1 ST 12 8.9 116 1210 GRAVEL SM Tan, brown, rust, moist, medium dense to 2 SS 10 50/0.8 6.8 dense Intermittent Cobbles Encountered (Very Dense Lenses) 5 SO4 = 3 AC 2.4 .0013% 10 " 13 86 SI LTSTONEISAN DSTONE Olive, tan, gray, moist, cemented 14.3 84.5 BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft Irerracon BORING STARTED 7-31-02 WL Q DRY WD y 7-31 CCME WL � s R GRING 55EDOREMAN DL WL Initial Water Level Reading APPROVED DAR I JOB # 20025144 Exhibit A-7 LOG OF BORING NO. 1 Page 1 of 1 CLIENT ARCHITECT / ENGINEER Otter Products, LLC c/o The Architect Studio SITE 252 East Mountain Avenue PROJECT Fort Collins, Colorado Proposed Otter Products Building SAMPLES TESTS o DESCRIPTION ad m z3 z � W LL w a_ U C) W o 0 0 - O (7 W 0 D D Z } 1- W K D_J cn m ¢U U w X U D a Z� D Cl) 0.4 4" ASPHALT 0.7 3" AGGREGATE BASE COURSE FILL MATERIAL 3 Sandy Lean Clay Brown tan o' SILTY SAND with trace GRAVEL and SM 1 SS 12 32 4.0 COBBLES 5 Brown, red, dense to very dense G. 10 10 SM 2 SS 11 50/0.9 3.4 WEATHERED SILTSTONE/ SANDSTONE 12 Olive ra tan rust SILTSTONE/ SANDSTONE Olive gray, tan, rust, very hard 15 *Color change to gray 20 Q 25 o .. Q 29.3 S BOTTOM OF BORING z x Y Y L The stratification lines represent the approximate boundary lines p between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft Irerramn BORING STARTED 4-18-0 T WL � 21.0 WD � FILLED IN AB COMPLETED4 18 OR WL BORING a WL Backfilled After Drilling APPROVED DAR JOB # 20065048 1 Exhibit A-8 E LOG OF BORING NO. 2 Page 1 of 1 CLIENT ARCHITECT / ENGINEER Otter Products, LLC c/o The Architect Studio SITE 252 East Mountain Avenue PROJECT Fort Collins, Colorado Proposed Otter Products Building SAMPLES TESTS DESCRIPTION J 2 � z od r � ui m o Z� z �� LLo af u1 o 2E w o_ O U FO ¢o Ow U` w O Z) z > F- w of�m 0- �U ❑ n zr Drn o.4 3" ASPHALT 01 3" AGGREGATE BASE COURSE 2 FILL MATERIAL Sandy Lean Clay Brown tan red SANDY LEAN CLAY CL 1 IRS 12 10 17.0 109 Brown, tan, red, calcareous, stiff 5 6 SILTY SAND with GRAVEL and o... COBBLES Brown, red, very dense Q: 10 Q'. ro::... 15 15 WEATHERED SILTSTONE/ SANDSTONE 17 Olive gray,tan rust SILTSTONE/ SANDSTONE Olive gray, tan, rust, very hard 'Color change to gray 20 25 29.3 BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft 1 rerr��®n BORING STARTED 4-18-06 WL � 22.0 WD 17FILLED IN AB COMPLETED 4-18-06 WL � � BORING IG CM 75FOREMAN JR WL Backfilled After Drilling APPROVED DAR JOB # 20065048 Exhibit A-9 • ADDENDUM NO. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of BID 7544: Old Town Parking Garage Canopy OPENING DATE: 3:00 PM (Our Clock) August 22, 2013 Financial Services Purchasing Division 215 N. Mason St. 2nd Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov. comp urchasing To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed in the following sections of this addendum: Exhibit 1 — Geotechnical Engineering Report 11 Please contact John Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST STATEMENT ENCLOSED WITH THE ADDENDUM HAS BEEN RECEIVED. 0 BE ACKNOWLEDGED BY A WRITTEN BID/QUOTE STATING THAT THIS LOG OF BORING NO. 3 Pagel of 1 CLIENT ARCHITECT / ENGINEER Otter Products, LLC c/o The Architect Studio SITE 252 East Mountain Avenue PROJECT Fort Collins, Colorado Proposed Otter Products Building SAMPLES TESTS DESCRIPTION Co > W a 2 U) W W > O Z U) W W Z Z Z O W W U U7 2 O o_ } U W F-O dJ ~Z a0 >� n Uoe ZF U` U 7 Z F 0' (n M U U a =1 U) 0.4 4" ASPHALT 0.7 3" AGGREGATE BASE COURSE 2 FILL MATERIAL Sandy Lean Clay Brown tan 4 --Jl SANDY LEAN CLAY SM 1 SS 12 11 3.6 Brown tan red calcareous stiff 5 g SILTY SAND Brown tan medium dense SILTY SAND with GRAVEL and trace COBBLES Brown, red, very dense SM 2 SS 10 50/0.81 2.6 a .fl .0:: 3 14 WEATHERED SILTSTONE/ SANDSTONE Olive ra tan rust 15 SILTSTONE/SANDSTONE Olive gray, tan, rust, very hard 'Color change to gray . 20 25 N :::::29.3 BOTTOM OF BORING i 0 U Q K WK F The stratification lines represent the approximate boundary lines e between soil and rock types: in -situ, the transition may be gradual. 0 o WATER LEVEL OBSERVATIONS, ft BORING STARTED 4-18-0 N ������®� m WL DRY WD 1 FILLED IN All COMPLETED4 18-06 0 WL s BORING JR w m WL Backfilled After Drilling APPROVED DAR JOB # 20065048 Exhibit A-10 C` i LOG OF BORING NO. 4 Pagel of 1 CLIENT ARCHITECT / ENGINEER I Otter Products, LLC c/o The Architect Studio SITE 252 East Mountain Avenue PROJECT Fort Collins, Colorado Proposed Otter Products Building SAMPLES TESTS DESCRIPTION m >- w o a � w W z z o W > zrn Hz zz !2P a, D w n~O a0 W z� a¢_ o z r of rnm 0 o a Z)rn Sao 0.4 3" ASPHALT 0.7 3" AGGREGATE BASE COURSE 2 FILL MATERIAL ay =Brownt�n SANDY LEAN CLAY CL 1 IRS 12 16 16.1 115 5 Brown tan red calcareous stiff 5 34/18/65 SILTY SAND with GRAVEL and e.d COBBLES Brown, red, very dense O. q.. 10 0. . 13 14 WEATHERED SILTSTONE/ SANDSTONE Olive ra tan rust 15 3 SS 9 50/0.8 15.5 SILTSTONE/ SANDSTONE Olive gray, tan, rust, very hard *Color change to gray 20 25 29.4 BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft Irerracon BORING STARTED 4-18-06 WL � DRY WD 1 FILLED IN AB BORING COMPLETED 4-18-06 WL � � RIG CM 75OREMAN JR WL Backfilled After Drilling APPROVED DAR JOB # 20065048 Exhibit A-11 • APPENDIX B LABORATORY TESTING Geotechnical Engineering Report l�err�c®n Remington Parking Garage West Canopy ■ Fort Collins, Colorado June 17, 2013 ■ Terracon Project No. 20135016 Laboratory Testing Description The soil samples retrieved during the field exploration were returned to the laboratory for observation by the project geotechnical engineer. At that time, the field descriptions were reviewed and an applicable laboratory testing program was formulated to determine engineering properties of the subsurface materials. Laboratory tests were conducted on selected soil samples. The results of these tests are presented on the boring logs and in this appendix. The test results were used for the geotechnical engineering analyses, and the development of foundation and earthwork recommendations. The laboratory tests were performed in general accordance with applicable locally accepted standards. Soil samples were classified in general accordance with the Unified Soil Classification System described in Appendix C. ■ Water content ■ Plasticity index ■ Grain -size distribution ■ Dry density ■ Consolidation/swell ■ Water-soluble sulfate content Responsive ■ Resourceful ■ Reliable Exhibit B-1 ATTERBERG LIMITS RESULTS ASTM D4318 60 50 P L A S 40 T 1 C T 30 Y I N 20 D E X 10 0 0 20 40 60 80 100 LIQUID LIMIT N Boring ID Depth a LL PL PI Fines USCS Description • 1 4.0 27 16 11 50 CL SANDY LEAN CLAY U w O tt w w U Z W LL a' w 0 N CI O N y F_ J K W m W k 0 a w tt a z 0 0 LL W r a w N LL_ ❑ J Q r z z w < PROJECT: Remington Parking Garage West w CanopyPROJECT NUMBER: 20135016 W > SITE: SE of Remington St. and E Mountain Irerracon CLIENT: RB+6 Architects Inc. o Ave. Fort Collins, Colorado Fort Collins, Colorado 5 EXHIBIT: B-2 O� .\tee at G t G� MH or OH ML r OL CL-ML • GRAIN SIZE DISTRIBUTION ASTM D422 • • 0 11■rIIIIIIIY■YIIII�ii�1111Y11111■■IIIIIII■■IIIIIII■■ :' .,11■■IIIIIII■■IIIIIII■�I!IIIII■■IIIIIII■■IIIIIII■■ .11■■IIIIIII■■IIIIIII■■IIIII�.1■■IIIIIII■■IIIIIII■■ :,11■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■ 11■■IIIIIII■■IIIIIII■■1111111�■IIIIIII■■IIIIIII■■ ,11■■IIIIIII■■IIIIIII■■IIIIIII■IIIIIII■■IIIIIII■■ 11■■IIIIIII■■IIIIIII■■IIIIIII■i►i1111111■■IIIIIII■■ •,11■■IIIIIII■■IIIIIII■■IIIIIII■IIIIIII■■IIIIIII■■ 11■■IIIIIII■■IIIIIII■■IIIIIII■■►Ii1111■■IIIIIII■■ •• • IIII■■IIIIIII■■ ,11■■IIIIIII■■IIIIIII■■IIIIIII■■II ,11■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■ ,11■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■ • 11■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■ ,11■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■ 11■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■ ,11■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■ 11■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■ ,11■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■ 11■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■ = ,11■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■ PROJECT:.. . g Canop '•20135161 SITE: SE ofRemington St. and E Mountain CLIENT: RB+B Architects Inc. Ave. • Fort Collins, Colorado• w • • • -•• COBBLES GRAVEL SAND SILT OR CLAY coarse fine coarse medium fne 0 ulY SWELL CONSOLIDATION TEST ASTM D4546 4 2 2 4 -6 .8 0 100 1,000 10,000 PRESSURE, psf Specimen Identification Classification Yd, Pcf WC, % • 2 4.0 ft SANDY LEAN CLAY CL 97 8 NOTES: Sample exhibited 1.1 percent compression upon wetting under an applied pressure of 1,000 psf. PROJECT: Remington Parking Garage West Cana PROJECT NUMBER: 20135016 SITE: SE of Remington St. and E Mountain Irerracon CLIENT: RB+B Architects Inc. Ave. Fort Collins, Colorado Fort Collins, Colorado EXHIBIT: B4 • • 0 0 APPENDIX C SUPPORTING DOCUMENTS • EXPLANATION OF BORING LOG INFORMATION DESCRIPTION OF SYMBOLS AND ABBREVIATIONS ® to Z 7 Water Level Initially Encountered (HP) Hand Penetrometer Auger Split Spoon O Q Water Level After a Specified Period of Time (T ) Torvane m It W V Water Level After a Specified Period of Time fA F (blf) Standard Penetration to Test (blows per foot) Z Shelby Tube Macro Core im ® No Water Level Observed W a. Water levels indicated on the soil boring 0 (PID) Photo -Ionization Detector Qj logs are the levels measured in the I j N W borehole at the times indicated. Water LL (OVA) Organic vapor Analyzer No Recovery Rock Core J level variations will occur over time. In Wlow permeability soils, accurate of water levels is not Qdetermination possible with short term water level Ring Sampler 3� Observations. DESCRIPTIVE SOIL CLASSIFICATION Soil classification is based on the Unified Soil Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve, they are principally described as clays if they are plastic, and silts if they are slightly plastic or non -plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse -grained soils are defined on the basis of their in -place relative density and fine-grained soils on the basis of their consistency. LOCATION AND ELEVATION NOTES Unless otherwise noted, Latitude and Longitude are approximately determined using a hand-held GPS device. The accuracy of such devices is variable. Surface elevation data annotated with +/- indicates that no actual topographical survey was conducted to confirm the surface elevation. Instead, the surface elevation was approximately determined from topographic maps of the area. RELATIVE DENSITY OF COARSE -GRAINED SOILS CONSISTENCY OF FINE-GRAINED SOILS (More than 50% retained on No. 200 sieve.) (50% or more passing the No. 200 sieve.) Density determined by Standard Penetration Resistance Consistency determined by laboratory shear strength testing, field visual -manual procedures or standard penetration resistance Descriptive Term Std. Penetration Resistance Descriptive Term Undrained Shear Strength Std. Penetration Resistance to (Density) (blows per foot) (Consistency) (kips per square foot) (blows per foot) LLI Very Loose 0-3 Very Soft less than 0.25 0-1 = H Loose 4-9 Soft 0.25 to 0.50 2-4 0 Z Medium Dense 10 - 29 Medium -Stiff 0.50 to 1.00 5-7 W H to Dense 30 - 50 Stiff 1.00 to 2.00 8 - 14 Very Dense _> 50 Very Stiff 2.00 to 4.00 15 - 30 Hard above 4.00 _> 30 RELATIVE PROPORTIONS OF SAND AND GRAVEL Descriptive Term(s) Percento of other constituents Dry Weight Trace < 15 With 15 - 29 Modifier > 30 RELATIVE PROPORTIONS OF FINES Descriptive Terms) Percent of of other constituents Dry Weight Trace < 5 With 5-12 Modifier > 12 GRAIN SIZE TERMINOLOGY Descriptive Term(s) Percent of of other constituents Dry Weight Boulders Over 12 in. (300 mm) Cobbles 12 in. to 3 in. (300mm to 75mm) Gravel 3 in. to #4 sieve (75mm to 4.75 mm) Sand #4 to 4200 sieve (4.75mm to 0.075mm Silt or Clay Passing #200 sieve (0.075mm) PLASTICITY DESCRIPTION Tenn Plasticity Index Non -plastic 0 . Low 1 - 10 Medium 11 - 30 High >_ 30 Irerracon Exhibit C-1 UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests" Boil Classification I Group Symbol Group Name' Coarse Grained Soils: More than 50% Gravels: More than 50% of coarse fraction retained on No. 4 sieve Clean Gravels: Less than 5% fines c Cu >_ 4 and 1 < Cc 5 3 E GW Well -graded gravel F Cu < 4 and/or 1 > Cc> 3E GP Poorly graded gravel F Gravels with Fines: More than 12% fines ° Fines classify as ML or MH GM Silty gravel F,G,H Fines classify as CL or CH GC Clayey gravel F,G,H retained on No. 200 sieve Sands: 50% or more of coarse fraction passes No. 4 sieve Clean Sands: Less than 5% fines ° Cu ? 6 and 1 s Cc _< 3 E SW Well -graded sand' Cu < 6 and/or 1 > Cc> 3 E SP Poorly graded sand' Sands with Fines: More than 12% fines ° Fines classify as ML or MH SM Silty sand G,"' Fines classify as CL or CH SC Clayey sand G,H" Fine -Grained Soils: 50% the Silts and Clays: Liquid limit less than 50 Inorganic: PI > 7 and plots on or above "A" line" CL Lean clay K,L,M PI < 4 or plots below "A" line ML Silt K,L,M Organic: Liquid limit - oven dried < 0.75 OL Organic clay K,L,M,N Liquid limit - not dried K,L,M,O Organic silt or more passes No. 200 sieve Silts and Clays: Liquid limit 50 or more Inorganic: PI plots on or above "A" line CH Fat clay K,L,M PI plots below "A" line MH Elastic Silt K,L,M Organic: Liquid limit - oven dried <0.75 OH Organic clay K,L,M,P Liquid limit -not dried Organic silt K,L,M,° Highly organic soils: Primarily organic matter, dark in color, and organic odor PT Peat " Based on the material passing the 3-inch (75-mm) sieve e If field sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name. G Gravels with 5 to 12% fines require dual symbols: GW-GM well -graded gravel with silt, GW-GC well -graded gravel with clay, GP -GM poorly graded gravel with silt, GP -GC poorly graded gravel with clay. ° Sands with 5 to 12% fines require dual symbols: SW-SM well -graded sand with silt, SW -SC well -graded sand with clay, SP-SM poorly graded sand with silt, SP-SC poorly graded sand with clay E Cu = D60/Di0 Cc = (D 30)2 D10 x D60 F If soil contains >_ 15% sand, add "with sand" to group name. G If fines classify as CL-ML, use dual symbol GC -GM, or SC-SM. 60 50 CL W 40 0 Z 30 20 o_ 10 7 a 0 0 • " If fines are organic, add 'With organic fines" to group name. If soil contains >_ 15% gravel, add "with gravel" to group name. If Atterberg limits plot in shaded area, soil is a CL-ML, silty clay. K If soil contains 15 to 29% plus No. 200, add "with sand" or "with gravel," whichever is predominant. L If soil contains > 30% plus No. 200 predominantly sand, add "sandy" to group name. M If soil contains >_ 30% plus No. 200, predominantly gravel, add "gravelly" to group name. " PI >_ 4 and plots on or above "A" line. ° PI < 4 or plots below "A" line. P PI plots on or above "A'` line. G PI plots below "A" line. For classification of fine-grained 71 soils and fine-grained fraction ' of coarse -grained soils — ' e �\�e Equation of "A" - line Horizontal at PI=4 to LL=25.5. then PI=0.73 (LL-20) ' ' 0 ON" Equation of "Ll" - line Vertical at LL=16 to PI=77'' G then PI=0.9 (LL-8) ; ' O� co MH or OH _ t ML or OL ►L�ML� 10 16 20 30 40 50 60 70 LIQUID LIMIT (LL) Irerracon 80 90 100 110 Exhibit C-2 Geotechnical Engineering Report J g p Remington Parking Garage West Canopy Southeast of Remington Street and East Mountain Avenue Fort Collins, Colorado June 17, 2013 Terracon Project No. 20135016 • Prepared for: RB+B Architects, Inc. Fort Collins, Colorado Prepared by: Terracon Consultants, Inc. Fort Collins, Colorado DESCRIPTION OF ROCK PROPERTIES WEATHERING Fresh Rock fresh, crystals bright, few joints may show slight staining. Rock rings under hammer if crystalline. Very slight Rock generally fresh, joints stained, some joints may show thin clay coatings, crystals in broken face show bright. Rock rings under hammer if crystalline. Slight Rock generally fresh, joints stained, and discoloration extends into rock up to 1 in. Joints may contain clay. In granitoid rocks some occasional feldspar crystals are dull and discolored. Crystalline rocks ring under hammer. Moderate Significant portions of rock show discoloration and weathering effects. In granitoid rocks, most feldspars are dull and discolored, some show clayey. Rock has dull sound under hammer and shows significant loss of strength as compared with fresh rock. Moderately severe All rock except quartz discolored or stained. In granitoid rocks, all feldspars dull and discolored and majority show kaolinization. Rock shows severe loss of strength and can be excavated with geologist's pick. Severe All rock except quartz discolored or stained. Rock "fabric" clear and evident, but reduced in strength to strong soil. In granitoid rocks, all feldspars kaolinized to some extent. Some fragments of strong rock usually left. Very severe All rock except quartz discolored or stained. Rock "fabric" discernible, but mass effectively reduced to "soil" with only fragments of strong rock remaining. Complete Rock reduced to "soil". Rock "fabric" not discernible or discernible only in small, scattered locations. Quartz may be present as dikes or stringers. HARDNESS (for engineering description of rock — not to be confused with Moh's scale for minerals) Very hard Cannot be scratched with knife or sharp pick. Breaking of hand specimens requires several hard blows of geologist's pick. Hard Can be scratched with knife or pick only with difficulty. Hard blow of hammer required to detach hand specimen. Moderately hard Can be scratched with knife or pick. Gouges or grooves to % in. deep can be excavated by hard blow of point of a geologist's pick. Hand specimens can be detached by moderate blow. Medium Can be grooved or gouged 1/16 in. deep by firm pressure on knife or pick point. Can be excavated in small chips to pieces about 1-in. maximum size by hard blows of the point of a geologist's pick. Soft Can be gouged or grooved readily with knife or pick point. Can be excavated in chips to pieces several inches in size by moderate blows of a pick point. Small thin pieces can be broken by finger pressure. Very soft Can be carved with knife. Can be excavated readily with point of pick. Pieces 1-in. or more in thickness can be broken with finger pressure. Can be scratched readily by fingernail. I Joint, Bedding, and Foliation Spacing in Rock' i Spacing Joints Bedding/Foliation Less than 2 in. Very close Very thin 2 in. — 1 ft. Close Thin 1 ft. — 3 ft. Moderately close Medium 3 ft. — 10 ft. Wide Thick More than 10 ft. Very wide Very thick a. Spacing refers to the distance normal to the planes, of the described feature, which are parallel to each other or nearly so. Rock Quality Designator (RQD) a Joint Openness Descriptors RQD, as a percentage Diagnostic description ; Openness Descriptor j Exceeding 90 Excellent No Visible Separation Tight 90 — 75 Good Less than 1/32 in. Slightly Open 75 — 50 Fair 1/32 to 1/8 in. Moderately Open 50 — 25 Poor 1 /8 to 3/8 in. Open Less than 25 Very poor 3/8 in. to 0.1 ft. Moderately Wide a. RQD (given as a percentage) = length of core in pieces Greater than 0.1 ft. Wide 4 in. and longer/length of run. References: American Society of Civil Engineers. Manuals and Reports on Engineering Practice - No. 56. Subsurface Investigation for Design and Construction of Foundations of Buildings. New York: American Society of Civil Engineers, 1976. U.S. Department of the Interior, Bureau of Reclamation, Engineering Geology Field Manual. Irerracon Exhibit C-3 11 • No Text REPORT TERMINOLOGY (Based on ASTM 13653) Allowable Soil The recommended maximum contact stress developed at the interface of the foundation Bearing Capacity element and the supporting material. Alluvium Soil, the constituents of which have been transported in suspension by flowing water and subsequently deposited by sedimentation. Aggregate Base A layer of specified material placed on a subgrade or subbase usually beneath slabs or Course pavements. Backfill A specified material placed and compacted in a confined area. A natural aggregate of mineral grains connected by strong and permanent cohesive forces. Bedrock Usually requires drilling, wedging, blasting or other methods of extraordinary force for excavation. Bench A horizontal surface in a sloped deposit. Caisson (Drilled A concrete foundation element cast in a circular excavation which may have an enlarged Pier or Shaft) base. Sometimes referred to as a cast -in -place pier or drilled shaft. Coefficient of A constant proportionality factor relating normal stress and the corresponding shear stress Friction at which sliding starts between the two surfaces. Soil, the constituents of which have been deposited chiefly by gravity such as at the foot of a Colluvium slope or cliff. Compaction The densification of a soil by means of mechanical manipulation Concrete Slab -on- A concrete surface layer cast directly upon a base, subbase or subgrade, and typically used Grade as a floor system. Differential Unequal settlement or heave between, or within foundation elements of structure. Movement Earth Pressure The pressure exerted by soil on any boundary such as a foundation wall. ESAL Equivalent Single Axle Load, a criteria used to convert traffic to a uniform standard, (18,000 pound axle loads). Specified material placed and compacted to specified density and/or moisture conditions Engineered Fill under observations of a representative of a geotechnical engineer. A hypothetical fluid having a unit weight such that it will produce a pressure against a lateral support presumed to be equivalent to that produced by the actual soil. This simplified Equivalent Fluid approach is valid only when deformation conditions are such that the pressure increases linearly with depth and the wall friction is neglected. Existing Fill (or Materials deposited throughout the action of man prior to exploration of the site. Man -Made Fill) Existing Grade The ground surface at the time of field exploration. Exhibit C-5 REPORT TERMINOLOGY (Based on ASTM D653) Expansive Potential The potential of a soil to expand (increase in volume) due to absorption of moisture. Finished Grade The final grade created as a part of the project. Footing A portion of the foundation of a structure that transmits loads directly to the soil. Foundation The lower part of a structure that transmits the loads to the soil or bedrock. Frost Depth The depth at which the ground becomes frozen during the winter season. A foundation element or wall, typically constructed of reinforced concrete, used to span Grade Beam between other foundation elements such as drilled piers. Groundwater Subsurface water found in the zone of saturation of soils or within fractures in bedrock. Heave Upward movement. The characteristics which describe the composition and texture of soil and rock by Lithologic observation. Native Grade The naturally occurring ground surface. Native Soil Naturally occurring on -site soil, sometimes referred to as natural soil. Optimum Moisture The water content at which a soil can be compacted to a maximum dry unit weight by a given Content compactive effort. Groundwater, usually of limited area maintained above a normal water elevation by the Perched Water presence of an intervening relatively impervious continuous stratum. Scarify To mechanically loosen soil or break down existing soil structure. Settlement Downward movement. Skin Friction (Side The frictional resistance developed between soil and an element of the structure such as a Shear) drilled pier. Sediments or other unconsolidated accumulations of solid particles produced by the physical Soil (Earth) and chemical disintegration of rocks, and which may or may not contain organic matter. Strain The change in length per unit of length in a given direction. Stress The force per unit area acting within a soil mass. Strip To remove from present location. Subbase A layer of specified material in a pavement system between the subgrade and base course. Subgrade The soil prepared and compacted to support a structure, slab or pavement system. Exhibit C-6 CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Notice Inviting Bids 00020-1 - 00020-2 00100 Instruction to Bidders 00100-1 - 00100-9 00300 Bid Form 00300-1 - 00300-3 00400 Supplements to Bid Forms 00400-1 00410 Bid Bond 00410-1 - 00410-2 00420 Statements of Bidders Qualifications 00420-1 - 00420-3 00430 Schedule of Major Subcontractors 00430-1 CONTRACT DOCUMENTS 00500 Agreement Forms 00500-1 00510 Notice of Award 00510-0 00520 Agreement 00520-1 - 00520-6 00530 Notice to Proceed 00530-1 00600 Bonds and Certificates 00600-1 00610 Performance Bond 00610-1 - 00610-2 00615 Payment Bond 00615-1 - 00615-2 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release (Contractor) 00650-1 - 00650-2 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC -A GC -All - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 SPECIFICATIONS 1] • is 0 • Il SECTION 00020 INVITATION TO BID SECTION 00020 INVITATION TO BID Date: July 31, 2013 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock, on August 22, 2013, for the Old Town Parking Garage Canopy; BID NO. 7544. If delivered, they are to be delivered to 215 North Mason Street, 2nd Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. O. Box 580, Fort Collins, CO 80522-0580. At said place and time, and promptly thereafter, all Bids that have been duly received will be publicly opened and read aloud. The Contract Documents provide for the construction of Bid 7544. The Work consists of installing a new 1,409 s.f. steel canopy over the west entrance of the old town parking garage. All Bids must be in accordance with the Contract Documents on file with the City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. The City encourages all disadvantaged business enterprises to submit bid in response to all invitations and will not be discriminated against on the grounds of race, color, national origin. A prebid conference and job walk with representatives of prospective Bidders will be held at 10:00 AM, on August 14, 2013, at the west entrance of the Old Town Parking • Garage, located at Remington & Mountain, Fort Collins. Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. The Contract Documents and Construction Drawings may be examined online at: • City of Fort Collins BuySpeed: hftps://www.fcqov.com/eprocurement Bids will be received as set forth in the Bidding Documents. The Work is expected to be commenced within the time as required by Section 2.3 of General Conditions. Substantial Completion of the Work is required as specified in the Agreement. The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening Bids. The OWNER reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. Bid security in the amount of not less than 5% of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. 0 • Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision - making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited. City of Fort Collins Gerry S. Paul Director of Purchasing & Risk Management E SECTION 00100 INSTRUCTIONS TO BIDDERS 0 171 0 SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid to OWNER, as distinct from a sub -bidder, who submits a Bid to Bidder. The terms "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and 00430 fully executed. • 2.4. OWNER and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 3.0 QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the time of the Bid opening, a written statement of qualifications including financial data, a summary of previous experience, previous commitments and evidence of authority to conduct business in the jurisdiction where the Project is located. 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 award of the contract. The Statement of Qualifications shall be prepared on the form provided in Section 00420. 3.2. In accordance with Section 8-160 of the Code of the City of Fort Collins in determining whether a bidder is responsible, the following shall be considered: (1) The ability, capacity and skill of the bidder to perform the contract or provide the services required, (2) whether the bidder can perform the contract or provide the service promptly and within the time specified without delay or interference, (3) the character, integrity, reputation, judgment, experience and efficiency of the bidder, (4) the quality of the bidder's performance of previous contracts or services, (5) the previous and existing compliance by the bidder with laws and ordinances relating to the contract or service, (6) the sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service, (7) the quality, availability and adaptability of the materials and services to the particular use required, (8) the • 0 June 17, 2013 RB+B Architects, Inc. 315 East Mountain Ave; Suite 100 Fort Collins, Colorado 80524 Attn: Mr. Joe Hosek P: (970) 488-3871 E: jhosek@rbbarchitects.corn Re: Geotechnical Engineering Report Remington Parking Garage West Canopy Southeast of Remington Street and East Mountain Avenue Fort Collins, Colorado Terracon Project No. 20135616 Dear Mr. Hosek: Terracon Consultants, Inc, • (Terracon) has completed the geotechnical engineering services for the project referenced above. These services were performed in general accordance with our Proposal No. P20130093 and signed Agreement for Services dated May 15, 2013. This geotechnical engineering report presents the results of the subsurface exploration and provides geotechnical recommendations concerning earthwork and the design and construction of foundations and other building and site development elements for the proposed project. We appreciate the opportunity to be of service to you on this project. If you have any. questions concerning this report, of if we may be of further service, please contact us. Sincerely, Terracon Consultants, Inc. B e C. ,ohnso� Eric Geotechnical Engineer Geotecl Enclosures Copies to: Addressee (via e-mail) " d Terracon Consultants, Inc. '1901 Sharp Point Drive, Suite C Fort Collins, Colorado 80525 P [970] 484-0359 F [970] 484-0454 .www;terracon.com ability of the bidder to provide future maintenance and service for the use of the subject of the contract, and (9) any other circumstances which will affect the bidder's performance of the contract. 3.3. Each Bidder may be required to show that he has handled former Work so that no just claims are pending against such Work. No Bid will be accepted from a Bidder who is engaged on any other Work which would impair his ability to perform or finance this Work. 3.4 No Bidder shall be in default on the performance of any other contract with the City or in the payment of any taxes, licenses or other monies due to the City. 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to familiarize himself with local conditions that may in any manner affect cost, progress or performance of the Work, (c) familiarize himself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 4.2. Reference is made to the Supplementary Conditions for identification of: Subsurface and Physical Conditions SC-4.2. • 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER. Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda. Questions received less than seven days prior to the date for opening of the Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project should be directed to the Engineer. Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer. • 5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as having received the Bidding documents. 6.0 BID SECURITY 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid. The required security must be in the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be -returned within seven days after the Bid opening. 7.0 CONTRACT TIME. The number of days within which, or the date by which the Work is to be substantially complete and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement. 8.0 LIQUIDATED DAMAGES. Provisions for liquidated damages are set forth in the Agreement. 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or "or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement". The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General Requirements. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work. Refer to Section 00430 contained within these Documents. 10.2. If OWNER or Engineer after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request is the apparent successful Bidder to submit an acceptable substitute without an increase in Bid price. If the apparent successful Bidder declines to make any , substitution, OWNER may award the contract to the next lowest responsive and responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to whom OWNER or Engineer does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the effective date of the Agreement as provided in the General Conditions. 10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or other persons or organizations against whom he has reasonable objection. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of the Work. 11.0 BID FORM. 11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained by the Bidder. A separate unbound copy is enclosed for submission with the Bid. 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of sums. 11.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the corporate name. 11.4. Bids by partnerships must be executed in the partnership name and signed by a partner, his title must appear under his signature and the official address of the partnership must be shown below the signature. 11.5. Bids by joint venture shall be signed by each participant in the joint venture or by an authorized agent of each participant. The full name of each person or company interested in the Bid shall be listed on the Bid Form. 11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). 11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations., or otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so initialed. 11.8. The address and telephone number for communications regarding the Bid shall be shown. 12.0 BID PRICING. Bids must be priced as set forth in the Bid Schedule or Schedules. • 13.0 SUBMISSION OF BIDS 13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope marked with the Project title, Bid No., and name and address of the Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement of Bidders Qualifications, and Schedule of Subcontractors as required in Section 00430. 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. 13.2. Bids shall be deposited at the designated location prior to the time and date for receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by addendum. Bids received after the time and date for receipt of Bids will be returned unopened. Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. 13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and will not receive consideration. 13.4. No Bidder may submit more than one Bid. Multiple Bids under different names will not be accepted from one firm or association. 14.0 MODIFICATION AND WITHDRAWAL OF BIDS. 14.1. Bids may be modified or withdrawn by an appropriate document duly executed (in a manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. i14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized representative provided he can prove his identity and authority at any time prior to the opening of Bids. 14.3. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 15.0 OPENINGS OF BIDS. Bids will be opened and (unless obviously non -responsive) read aloud publicly as indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major alternates (if any) will be made available after the opening of Bids. 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE. All Bids shall remain open for forty-five (45) days after the day of the Bid Opening, but OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to that date. 17.0 AWARD OF CONTRACT. 17.1. OWNER reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to 10 reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project 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. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 17.2. In evaluating Bids, OWNER will consider the qualifications of the 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. 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. 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 is required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the • award will be in the best interest of the OWNER. Award shall be made on the evaluated lowest base bid excluding alternates. The basis for award shall be the lowest Bid total for the Schedule or, in the case of more than one schedule, for sum of all schedules. Only one contract will be awarded. 17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within forty-five (45) days after the date of the Bid opening. 17.0 CONTRACT SECURITY. The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to performance and other Bonds. When the Successful Bidder delivers the executed Agreement to the OWNER, it shall be accompanied by the required Contract Security. 18.0 SIGNING OF AGREEMENT. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER hall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. 19.0 TAXES OWNER is exempt from Colorado State Sales and Use Taxes on materials and equipment to be incorporated in the Work. Said taxes shall not be included in the Contract Price. Reference is made to the General and Supplementary Conditions. 20.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 21.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bid assures the Bidder's compliance with the City's purchasing restrictions. A copy of the resolutions is available for review in the Purchasing and Risk Management Division or the City Clerk's office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel. 22.0 COLLUSIVE OR SHAM BIDS. Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be rejected and reported to authorities as such. Your authorized signature of this Bid assures that such Bid is genuine and is not a collusive or sham Bid. 1* 23.0 BID RESULTS. For information regarding results for individual Bids. send a self-addressed, self -stamped envelope and a Bid tally will be mailed to you. Bid results will be posted in the Purchasing office seven (7) days after the Bid Opening. END OF SECTION SECTION 00300 BID FORM P • 11 SECTION 00360 BID FORM' PROJECT. 76" Old'.Town, Parking Gairage.Canopy; Paace`.: Date:: ,;,.,., 1, In compliance with your Invitation to bid, 616d ��,,((� 3'/ ,.20_ and subject to. all conditions thereof, the undersigned a'{Corporation, limited Liability Company, Partnership; Jolrit Venture, or Sole Proprietgr) authonzed:to do'bustness In'the State, of Colorado hereby proposes to furnish and do everything'required't y the.Contract Documents tb-which jhis refers forfhe construction of;all"items listed on the following Bid Schedule,ofbid Schedules. 2. The undersigned aidder does hereby declare and stipulate'that this proposal is made in, good,' faith,, without collusion or connection with any other,person or persons Bidding for the same Work, and that it is•inade in pursuance of and subject to all the terms and conditions ofthe InVitation'to'Bid and Instructions' to Sidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the;,Work to be -done, all of which have beerrexainlned by the undersigned: 3. Accompanyin .t is Bid`is;a certified or cashier's check orstandardBid bond, inahe sum 'Of . ($ -')'in accordance with the Invitation To Bid -and Instructions to 4' The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a 0aym e 4zbond for-,theamount of the.total of this Bid within fifteen (15).calendar days from the .date i vhen.thei"M ten notice'of the award of the contract is delivered tohim"at the address`given on this Bid. The name.and address of.the corporate surety with'Which the Bidde�propo,�,sto furnish t�.specified performance and yment Bonds is as follows:N�r.#..TfIGTi*''c�Ic�J ,�t'c�ti.��S' 1.jc.!%ic l.�t,PQ%+1Y' 5: Ail the various` phases of: Work enumerated in the Contract Ddcurrrents with;their ! specifically Individual jobs and and overhead, whether s ecificall mentioned included by implication or appurtenant thereto, are to, be performed by the CONTRACTOR under one of the items< listed in the 1346ci Hedule, ii respectiv'e of whetherA is named in said list. 0Payment for -Work performed will, be in accordance with.thei BidSchedule or bid :Schedules subject to changes as provided in the Contract Documents. -1. Th hdersigned Bidder hereby acknowledges 7eoeiptof"Addenda No. I through 8; BID SCHEDULE (Base Bid) LUMP SUM BASE BID IN WORDS 9. PRICES. The foregoing prices shall include all labor, materials; transportation, shoring, removal, dewatering, overhead, profit, insurance, etc., to cover the complete Work in place of the several kinds called for. Bidder acknowledges that the OWNER has the right to delete Items In the Bid or change quantities at his sole discretion without affecting the Agreement or prices of any item "so long as the deletion or change does not exceed twenty-five percent (25%) of the total Agreement Price. (Seal - if Bid is by corporation FULLY BY: License 2- ;1--1�1 Address. 3M /,odi�L 965 3 7 Telephone 7/ %irbSr Email ilk!/ T c uJk( N6-7. 1U6,7 9 • SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors TABLE OF CONTENTS `J Page EXECUTIVE SUMMARY............................................................................................................ I 1.0 INTRODUCTION.............................................................................................................1 2.0 PROJECT INFORMATION.............................................................................................1 2.1 Project Description...............................................................................................1 2.2 Site Location and Description...............................................................................2 3.0 SUBSURFACE CONDITIONS........................................................................................2 3.1 Typical Subsurface Profile...................................................................................2 3.2 Laboratory Testing...............................................................................................3 3.3 Groundwater........................................................................................................3 4.0 RECOMMENDATIONS FOR DESIGN AND CONSTRUCTION......................................3 4.1 Geotechnical Considerations...................................................:...........................3 4.1.1 Existing, Undocumented Fill.....................................................................3 4.1.2 Groundwater.............................................................................................4 4.1.3 Expansive Soils........................................................................................4 4.2 Earthwork.............................................................................................................4 4.2.1 Site Preparation.........................................................................................4 4.2.2 Excavation................................................................................................4 4.2.3 Subgrade Preparation...............................................................................5 4.2.4 Fill Materials and Placement......................................................................5 4.2.5 Compaction Requirements........................................................................7 4.2.6 Grading and Drainage...............................................................................7 4.2.7 Corrosion Protection..................................................................................8 4.3 Foundations.........................................................................................................8 • 4.3.1 Drilled Piers Bottomed in Bedrock - Design Recommendations ................8 4.3.2 Drilled Piers Bottomed in Bedrock - Construction Considerations.............9 4.4 Seismic Considerations......................................................................................10 5.0 GENERAL COMMENTS...............................................................................................10 A SECTION 00410 BID BOND KNOW ALL MEN BNorthEASmeP an%NTt7tytI qt w , t Company igned Classic Contractors. Inc. as Principal, and as Surety, are hereby held and f�rl7tly poured u�to the City of Fort Collins, ve percent l i0 o total br -- Colorado, as OWNER, in the sum of $ for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors, and assigns. THE CONDITION of this obligation is such that whereas the Principal has submitted to the City of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a Construction Agreement for the construction of Fort Collins Project, . Old Town Parking Garage Canopy, 108 Remington Street, Fort Collins, CO, Project No. 7544 NOW THEREFORE, (a) If said Bid shall be rejected, or (b) If said Bid shall be accepted and the Principal shall execute and deliver a Contract in the form of Contract attached hereto (properly completed in accordance with said Bid) and Cl shall furnish a BOND for his faithful performance of said Contract, and for payment of all persons performing labor or furnishing materials in connection therewith, and shall in all . other respects perform the Agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid; and said Surety does hereby waive notice of any such extension. Surety Companies executing bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER. Is IN 21,11KESS WH EkEbF, the, Principel, and the Surety ha.v&:hereunto set their hands and seals this day of August 2013, and such'of thern as are corporations have caused their corporate seals to be hereto ail'iyed, and these presents to be signed by their proper offidersi the day and year first set forth above. PRINCIPAL, Nam6' da'ssic Contra6tors, lhc. Address_ P. P. Box 2798 0 (SEAL) 0 SURETY NqrthAificrican Specialty Iftsuitnee Company 650 Elm Street Title;; . Darlene krings, Attomcy-in-Fact (SEAL) NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the State of New Hampshire, and having its principal office in the City of Manchester, New Hampshire, and Washington International Insurance Company, a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Schaumburg, Illinois, each does hereby make, constitute and appoint: RUSSELL D. LEAR, DARLENE KRINGS, JENNIFER WINTER, K'ANNE E. VOGEL, ROYAL R. LOVELL, KAY DILL, DIANE F. CLEMENTSON, BRANDI J. TETLEY and KELLY T. URWILLER JOINTLY OR SEVERALLY Its true and lawful Attomey(s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: FIFTY MILLION ($50,000,000.00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 9'h of May, 2012: "RESOLVED, that any two of the Presidents, any Managing Director, any Senior Vice President, any Vice President, any Assistant Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached." 10 0SAW,11111//Ip// \OJ�00G1w,rY/q{4y�igi� aBy _ ,IwuuYru, �� SlOfig(+v `t'p..... Steven P. Auden oo, Sector VI" Presl deal ofWashingtos International Insurance Company ••�� 1973 0;m— & Senior Vice Pmldcut ofNorth American Special ty Insurance Compaay �'. 1M By David M. Layman, Vice Preside'at of Washington International Insurance Company & Vice President of North American Specialty Insurance Company IN WITNESS WHEREOF, North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this20th day of June 2012 . North American Specialty Insurance Company Washington International Insurance Company Stale of Illinois County of Cook ss: On this 20th day of June , 2011 , before me, a Notary Public personally appeared Steven P. Anderson_, Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and David M. Layman , Vice President of Washington International Insurance Company and Vice President of North American Specialty Insurance Company, personally known to me, who being by me duly sworn, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. "OFFICIALSF.AL!' �)t/tQ 6t/ �"' MA DONNA D. SKLENS, Notary Public; staie of W1110 . Donna D. Sklens, Notary Public MyCixnmisskaEi igs1010512015 I, Jeffrey Goldberg ,the duly elected Assisi arl Secretary of North American Specialty Insurance Company and Washington International Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington International Insurance Company, which is still in full force and effect. IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this 20th day of August 120 13 Jeffrey Goldberg, Vice President & Assistant Secabry of Wmhingmn International insurance Company & North American Specialty Insurance Company 0 SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions Must be'answered and t h, p,d I ate given must be-'61ear and comprehensive. this statement mustte notarized. It necessary; questions may be answered on separate attached sheets. er maysu The'Bidder 7A--7 ny additional Information he desires. I 1. Name di 1& 2. Permarieht rnain-office address: When organized; 4. if a:corp � . oration, Where incorporated: 5. HoW-m5hy years have youbeen engaged In the contracting, business underyour present firm or trade-6ame?. 6. Contracts on hand: (Schedule these,. showi ng.th,e amount.of each contract and the, • appropriate anticipated dates of completion.) TC 2' - 61 ma, - a o.aro i. General character of Work performed by, your company: 8. Have you ever failed to complete any Wotk awarded to you? 1 If so; where and why? 6. Have.ybu ever defaulted 6o acontract? '/001- 0 0 If so, where and why? 10. Are.you debarred by any government agency? r If yes list agency name. 11. List the more important projects recently completed by.your company, stating the 12. approximate cost of each, and the month:and year completed, location and type of construction. List your major equipment available for this contract. 9B-C 6-0 'Llri 13. Experience in construction Work similar in importance to this project: C'Wic GM5 QyLTV- I'lZZATUS r<&q g/60 %O 09AW a �l t�tidn1 e:v Cotrx�/a�U flt7Y'�`ti1rn,Yy • ;=0� M,r[.�,'C%PAUir�S �cIC"g7cc+��'�' l�t.�FiTTcS 14. Background.and experience of the principal members of your organization, including officers: fL�chG✓!rr?y Y✓bdAs.F/6c/) r ,Yr.rr�cyir 7b I'faJ,c7>G?, 0 0 0 6a1AA;'r $ 16. Bank Referehbe'd 17. Will you, upon request, fill out a detalled'financial statement and furnish any,other" information tha I t may be r6qyired lbythe OVVNER*7 18,- Are you lic.ense.d as a General Contractor? — If yes, in what city, county'and state? L:p, ;.w5, ' 11�or What class, license and numbers? .19. Do you anticipate subcontracting Work, under this Contract? If yes, what percent of total contract? And to Whom? , �16Le�- 20. Are any lawsuits pending against you or your firm at this time? IF yes, DETAIL 21, What ate the limits of your pu blic1iabili t Y? DETAIL -V -41 T .1.44 a.-zleg, Whatcompany? )AJ Owv'•cf'tl What are your company's bonding !lmit6ti6ns?, 23. The undersigned hereby authorizes and requests any 1person,firm or corporation to furn.1shan0hformaPon requ6sted by he OWNER'In verification of the recital comprising this Statement of Bidder's Qualifications-, 0 Dated at 4 4G4i,n- (70, Ahis �' `(r day of eL' 20L`3 Company: IL t�`7✓I ' 7 l�il i By: Title: State of 4�+✓}rt� U County of fc�as._r being duly sworn deposes and says that he is i chG2f/ of `-,- L4,55tc l,C?J' U74� S !)'C- (Name) (Organization) and that the answers to the foregoing questions and all statements therein contained are true and correct. .Subscribed and -sworn to before me this ` day o20-8. • - (Seal) Notary Public xAREaaeaYEs NOTARY FLWDC STATE OF COLORAW {µy Conm. Fes. 310.2016 My commission expires: y— l(� 'I• SECTION 004310 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 20% of the contract. ITEM S69CONTRACTOR tt� ra�t'S. vOr • is SECTION 00500 AGREEMENTFORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed • • SECTION 00510 NOTICE OF AWARD DATE: August 29, 2013 TO: Classic Contractors Inc PROJECT: 7544 Old Town Parking Garage Canopy OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated August 22, 2013 for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 7544 Old Town Parking Garage Canopy. The Price of your Agreement is One Hundred Ninety -Two Thousand Four Hundred Forty -Eight Dollars ($192,448.00). Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany this Notice of Award. Three (3) sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award, that is by September 13, 2013. 1. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement • including all the Contract Documents. Each of the Contract Documents must bear your signature on the cover of the page. 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5.1) and Supplementary Conditions. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully -signed counterpart of the Agreement with the Con -act Documen at ched. I ) City of F rt ollins OWNER A L_ B) eo V y: G ry S. P` ul Director of Purchasing & Risk Management 0 • TABLE OF CONTENTS (continued) Appendix A — FIELD EXPLORATION Exhibit A-1 Site Location Map Exhibit A-2 Boring Location Plan Exhibit A-3 Field Exploration Description Exhibits A-4 and A-5 Boring Logs for Current Study Exhibits A-6 to A-11 Boring Logs from Previous Studies Appendix B — LABORATORY TESTING Exhibit B-1 Laboratory Testing Description Exhibit B-2 Atterberg Limits Test Results Exhibit B-3 Grain -size Distribution Test Results Exhibit B-4 Swell -consolidation Test Results Appendix C — SUPPORTING DOCUMENTS Exhibit C-1 Explanation of Boring Log Information Exhibit C-2 Unified Soil Classification System Exhibit C-3 Description of Rock Properties Exhibit C-4 Laboratory Test Significance and Purpose Exhibits C-5 and C-6 Report Terminology IE SECTION 00520 • AGREEMENT THIS AGREEMENT is dated as of the 29`h day of Au ust in the year of 2013 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and Classic Contractors Inc. (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the construction of the 7544 Old Town Parking Garage Canopy and is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by RB+B Architects. City of Ft Collins Operation Services Department who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. • ARTICLE 3. CONTRACT TIMES 3.1 The Work shall be Substantially Complete within Thirty(30) calendar days after the date when the Contract Times commence to run as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions within Forty (40) calendar days after the date when the Contract Times commence to run. 3.2. 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 times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal preceding 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 penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: Five Hundred Dollars ($500) for each calendar day or fraction thereof that expires after the Thirty (30) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: . • After Substantial Completion, Two Hundred Fifty Dollars ($250) for each calendar day or fraction thereof that expires after the Forty (40) calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1 OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: One Hundred Ninetv-Two Thousand Four Hundred Fortv-Eight Dollars ($192,448.00), in accordance with Section 00300, attached and incorporated herein by this reference. ARTICLE 5. 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. 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in • accordance with the General Requirements concerning Unit Price Work. 5.1.1. Prior to Substantial Completion, Owner will be entitled to withhold as contract retainage five percent (5%) of each progress payment, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. If, in the sole discretion of Owner, on recommendation of Engineer, Owner determines that the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 95% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application Section 00520 Page 3 for payment. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient, if necessary, to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14.7 of the General Conditions or as provided by law. 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in • accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER i as provided in said paragraph 14.13. ARTICLE 6. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 6.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 7. CONTRACT DOCUMENTS is • 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of "Contract Documents" in Article 1.10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference. 7.2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1 Certificate of Substantial Completion. 7.2.2 Certificate of Final Acceptance 7.2.3 Lien Waiver Releases 7.2.4 Consent of Surety 7.2.5 Application for Exemption Certificate 7.2.6 Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: G000 COVER SHEET C CIVIL C100 CIVIL S STRUCTURAL S100 STRUCTURAL GENERAL NOTES S101 FOUNDATION AND ROOF FRAMING PLAN S102 SECTIONS AS101 DEMOLITION PLAN A ARHITECTURAL A101 SITE PLAN, ROOF PLAN, REFLECTED CEILING PLAN A201 EXTERIOR ELEVATIONS A301 BUILDING SECTIONS A521 DETAILS A522 PROJECT SPECIFICATIONS E ELECTRICAL EO LEGEND, SPECIFICATIONS, INDEX E1.1 ELECTRICAL LIGHTING AND POWER PLAN The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers 1 to 2, inclusive. 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. 7.6. There are no Contract Documents other than those listed or incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. ARTICLE 8. MISCELLANEOUS 8.1. Terms used in this Agreement which are defined in Article I of the General 41 Conditions shall have the meanings indicated in the General Conditions. 8.2. 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 not without limitations, moneys that may become due and moneys 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 that assignor from any duty or responsibility under the Contract Document. 8.3. 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 to all covenants, Agreement and obligations contained in the Contract Document. E OWNEPCIF F COLLINS By:GEAUL DIRECTOR OF PURCHASING AND RISK MANAGEMENT Date Attes Addn P. O. Box 580 v Fort Collins, CO 80522 App ed as to Arm Al/�/- Assist City Attorney • 0 CONTRACTOR: CLASSIC CONTRACTORS INC PRINTED Title: Date: (CORPORATE SEAL) Attest: Address for giving notices: License No.: SECTION 00530 NOTICE TO PROCEED Description of Work: 7544 Old Town Parking Garage Canopy To: Classic Contractors Inc This notice is to advise you: That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. That the OWNER has approved the said Contract Documents. Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within ( ) calendar days from receipt of this notice as required by the Agreement. Dated this day of , 20_. The dates for Substantial Completion and Final Acceptance shall be 20_and 20_, respectively. City of Fort Collins OWNER M Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this _day of 20_ CONTRACTOR: Classic Contractors Inc. Title: E 9 • SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate • I• No Text • IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of. which shall be deemed an original, this 3rd day of September , 2013 . IN PRESENCE OF: Prid ipal �." C� tic C ntract s A( lit 1JiE?f. S (Title) (Title) (Corporate Seal) P. O; Box 2798, Loveland, CO 80539 ' .(Address} IN PRESENCE OF: Other Partners By: By: IN PRESENCE OF: Surety North American Specialty Insurance Company _ By Diane F. Clemenison Attorney m-Fact _, , • Witness 650 Elm Street, Manchester,MH 03431.'. (Address) r� (Surety: Seal) NOTE: Date of Bond-must,not be,prior.to date of Agreement: If CONTRACTOR is , , Partnership; all partners should execute Bond..,.., .. ` z< Geotechnical Engineering Report l��rr�con Remington Parking Garage West Canopy ■ Fort Collins, Colorado June 17, 2013 ■ Terracon Project No. 20135016 • EXECUTIVE SUMMARY A geotechnical investigation has been performed for the proposed Remington Parking Garage West Canopy to be constructed southeast of the intersection of Remington Street and East Mountain Avenue in Fort Collins, Colorado. Two (2) borings, presented as Exhibits A-4 through A-5 and designated as Boring No. 1 through Boring No. 2, were performed to depths of approximately 11'/2 feet below existing site grades. This report specifically addresses the recommendations for the proposed canopy on the west side of the parking garage. Borings performed in these areas are for informational purposes and will be utilized by others. Based on the information obtained from our subsurface exploration, the site can be developed for the proposed project. However, the following geotechnical considerations were identified and will need to be considered: © Existing, undocumented fill was encountered in the borings performed on this site to a depth of about 3 feet below existing concrete surfaces. The use of deep foundation systems such as drilled piers bottomed in bedrock will not be affected by the existing fill as the drilled shafts will penetrate through the fill to proper bearing materials below the site. However, the upper 3 feet of soil should be neglected during lateral load analysis. ® The proposed canopy addition may be supported on a drilled pier foundation system bottomed in bedrock. ® The 2009 International Building Code, Table 1613.5.2 IBC seismic site classification for this site is C. o Close monitoring of the construction operations discussed herein will be critical in achieving the design subgrade support. We therefore recommend that Terracon be retained to monitor this portion of the work. This summary should be used in conjunction with the entire report for design purposes. It should be recognized that details were not included or fully developed in this section, and the report must be read in its entirety for a comprehensive understanding of the items contained herein. The section titled GENERAL COMMENTS should be read for an understanding of the report limitations. • Responsive ® Resourceful a Reliable • SECTION 006.15 PAYMENT BOND- Bond No..'2164448 KNOW ALL MEN BY THESE PRESENTS: that Classic Contractors Inc . . PO Box 2798, Loveland, CO 80539 (an Individual) (a Partnership), (a Corporationl, hereinafter referred to as the "Principal' and. (Firm),, North American Specialty Insurance Company (Address) 650 EIm Street, Manchester, NH 03431! hereinafter referred to as "the Surety", are held and firmly. bound unto the City of Fort Collins, 300 Laporte Ave:. Fort Collins. Colorado 80522 a{Municipal Corporation) hereinafter -referred to as"the OWNER", in the penal sum of One Hundred Ninetv-Two Thousand Four Hundred Forty - Eight Dollars ($192,448.00) In lawful money, of.the United States, for -the payment of Which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally,. firmly bythese presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain.Agreement with the OWNER, dated the,29'" day,of Au u ,.2013, a copy of which is; hereto attached and made a part hereof for the performance of The City of Fort Collins Project, . 7544 Old Town Parking Garage Canopy..%' NOW, THEREFORE, if the Principal shall.make payment to all, persons, firms, subcontractors, and corporations funtishing materials for or performing labor,in the prosecution of the Work provided for in such Agreement and any authorized.extension. or modification thereof, including all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on said. Work, and for all labor;' performed in such Work whether 6y subcontractoror otherwise, then this obligation shallbe void;'otherwise to remain in -full force and effect.. PROVIDED," FURTHER, that the said Surety,"for value received;'hereby stipulates and agrees" that no change, extension of time, alteration or addition -to the terms bfafie AgreemenRor to the Work to be performed thereunder or the Specifications accompanying the'same shall in anyway affect its obligation on this bond; and it does hereby waive notice of any.sdch,change, extension of time, alteration.or addition to the terms of the Agreement or to the Work or to,the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR " shall abridge the right of any beneficiary hereunder, whose claim'maybe unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized.to transact business in the State of Colorado and be acceptable: to the OWNER. • No Text NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY • GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the Slate of New Hampshire, and having its principal office in the City of Manchester, New Hampshire, and Washington International Insurance Company, a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Schaumburg, Illinois, each does hereby make, constitute and appoint: RUSSELL D. LEAR, DARLENE KRINGS, JENNIFER WINTER, K'ANNE E. VOGEL, ROYAL R. LOVELL, KAY DILL, DIANE F. CLEMENTSON, BRANDI J. TETLEY and KELLY T. URWILLER JOINTLY OR SEVERALLY Its true and lawful Attomey(s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: FIFTY MILLION ($50,000,000.00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 9m of May, 2012: "RESOLVED, that any two of the Presidents, any Managing Director, any Senior Vice President, any Vice President, any Assistant Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached." x�W%.... I I I I I I...Ifs `. GOB • P.l a ' SEAL tn= =W%im 1973 y f)Z 31 1 111111101 SBie.. P. Andersn, Semm, vice ehingba I nmr..actual Insurm- Campan, & Senior rice Preaid<m or aunh America. Sped.11r Insoranm Compam' By ��- David M. L.)man, Vitt President of Washington International insurance Company & Viee President of 9anh American SPtti.ipIns. rantt Compam IN WITNESS WHEREOF, North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this20th day of June 2012 North American Specialty Insurance Company Washington International Insurance Company State of Illinois County of Cook ss: On this 20th day of June , 2012 , before me, a Notary Public personally appeared Steven P. Anderson, Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and David M. Layman , Vice President of Washington International Insurance Company and Vice President of North American Specialty Insurance Company, personally known to me, who being by me duly swom, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. "OFRCIAL SEAL" DONNAD.SKLENS Notary Public, State of Illinois Donna D. Sklens, Notary Public My Conuiuiuoa Eg im Iowwl s I, Jeffrey Goldberg the duly elected Assistant Secretary of North American Specialty Insurance Company and Washington International Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington International Insurance Company, which is still in full force and effect. • IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this 3rd day of September , 20 13 . Jeffrey Gnldherg, Vice President & A ...Ism Scocon, of Washington International Insurance Company & Nonh American sincerity Insurance Company SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. • 0 OP ID: R6 CERTIFICATE OF LIABILITY INSURANCE DATE123/2IY3 09123/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER Phone: 727-447-6481 Bouchard -Clearwater Fax: 101 Starcrest Drive Fax: 727-449-1267 CONTACT NAME: ( ONEPH FAX No: A ADIL E-MDRE S: P O Box 6090 Clearwater, FL 33758-6090 J. D. Babuder PRODUCER .CLASSO6 CUSTOM EB INSURERS AFFORDING COVERAGE NAIL# INSURED Classic Contractors Inc INSURERA: Association Insurance Company 11240 Karl Schmidt PO Box 2798 INSURER B: Loveland, CO 80539 INSURERC: INSURER D: INSURER E INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR rypE OF ADOL SUBSPOLICY POLICYNUMBER EFF POLICY EXP MMI LIMITS A GENERAL LIABILITY X COMMERCALGENERALLIABILITY CLAIMS -MADE 51 OCCUR X 0145015 03/11/2013 03/11/2014 EACH OCCURRENCE $ 1,000,00 PREMISES Ea occurrence $ 300,00 MED EXP (Anyone person) $ 10,000 PERSONAL B ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER. POLICY X PRO- JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,00 $ A AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIS ED AUTOS NON-OWNEDAUTOS 0145015 03/11/2013 03/11/2014 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,00 BODILY INJURY (Per person) $ BODILY INJ URY(Per accident) S PROPERTY DAMAGE (Peraccidern $ X X $ A X UMBRELLA LIAR EXCESS LIAR OCCUR CIAIMS-MADE 0145015 03111/2013 03/1712014 EACH OCCURRENCE $ 1,000,00 AGGREGATE S 1,000,00 DEDUCTIBLE RETENTION $ 10,000 $ X $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN ANY PROPRIETOREARTNER/EXECUTIVE ❑ OFFICERIMEMBER EXCLUDED? (Mandatory in NH) If yes, descnbe under DESCRIPTION OF OPERATIONS below NIA WC STATU- OTH- RY LIMITS ER E.L. EACH ACCIDENT S EL DISEASE - EA EMPLOYE $ E.L. DISEASE -POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, /frame space is required) THE CERTIFICATE HOLDER IS AN ADDITIONAL INSUREDS AS RESPECTS GENERAL LIABILITY, ONLY IF REQUIRED BY WRITTEN CONTRACT AND SUBJECT TO THE TERMS, CONDITIONS, AND LIMITS AS SPECIFIED IN THE POLICY. RE: 7544 OLD TOWN PARKING GARAGE CANOPY SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE CITY OF FORT COLLINS THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 580 FORT COLLINS, CO 80522 AUTHORIZED REPRESENTATIVE J. D. Babuder ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009/09) The ACORD name and logo are registered marks of ACORD i ACORD N CERTIFICATE OF LIABILITY INSURANCE °ATEIMM1V°°"""' 09//12013 PRODUCER oLAssurance THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY 7501 E 501 Lowry Blvd Denver, CO 80230-7006 AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSURED Classic Contractors Inc 3995 North County Road 1 Loveland, CO 80539 NSURERA Pinnacol Assurance 41190 INSURERS: !suRERSURER c: lD: !SURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDNG ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. !SR ADD! POLICY EFFECME POLICY EXP mON LTR !SRO wPEOF!^WUNCE PDUCY NUMBER WTEMIALONYYY DATE LIIY15 GENERAL LMBXITY EACH OLCUPoRFYCE D ETORENTED COMAERCML GENERAL LUBIL" CURS MAOE OCU! PREMISES MED PERSONAL S ADV PUURY GENL AGGREGATE LDAR APPlIER3 PER: GENEML AGGREGATE PRODUCTS-COMPAJP AGG POLMY PROJECT LOC AUTOYO&LBLMSXRY CdABlE13SlGL1L aJY ALRO aavYM BOO LY MURY ALL OM EO MROS SCHEDULED AUTOS SOOLLY DLIURY H:REDAUTOS NON 80 AUTOB artiOni PROPERTY DAY AGE lPx sdMNl OARAOE LYSLLDY AUTOONLY-EAACCIDENT OMERMAN EAACC AHY AUTO AUTO ONLY: AG IXCEB&UYBRELLA LIABBIrT EALH OCCURRENCE AGGREGATE OCCUR CLAMSMAOE DEDUCTIBLE RETEMON $ WORNE0.3 COMPFN&UMNI AND VJC STAT Li OTHER A EMPLOYER'S LIABLLRY AM PHOPRIETo2PMiNER/EXECLRr/E 4055078 04/01/2013 04/01/2014 TORY LIMITS ELEACNACCIDEM $100,000 OFFICERMEMBER EXCUMED9 EL DISEASE-EAEMPLOYEE _ $100,ODO S yev. PMPu JMcnEe uMer SPECIAL PROVISIONS Eelov: EL DISEASE -POLICY LIMB OOO OMER DESCRIPTION OF OPEMA ONSILOCATONSIVENICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROMS10NS CERTIFICATE HOLDER CANCELLATION 1478429 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Fort Collins PO BOX 590 THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE Fort Collins, CO 80522 LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Allison Piehl ORD 2 2001/08 Underwriter ACORD CORPORATION 1988 CERTIFICATE HOLDER COPY City of Fort Collins PO Box 590 Fort Collins, CO 80522 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). •If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. 0 PR99RFff1YFa Progressive P.O. Box 94739 Cleveland, OH 44101 1-800-895-2886 Policy number: 02110106-0 Underwritten by: Artisan and Truckers Casualty Co September 23, 2013 Page 1 of 1 Certificate of Insurance certificate Holder Insured Agent .....................................................................CLASSIC Additional Insured .............................................................................................................................. CONTRACTORS, INC FROG COMMERCIAL CITY OF FORT COLLINS PO BOX 2798 PO BOX 94739 PO BOX 580 LOVELAND, CO 80539 CLEVELAND, OH 44101 FORT COLLINS, CO 80522 This document certifies that insurance policies identified below have been issued by the designated insurer to the insured named above for the period(s) indicated. This Certificate is issued for information purposes only. It confers no rights upon the certificate holder and does not change, alter, modify, or extend the coverages afforded by the policies listed below. The coverages afforded by the policies listed below are subject to all the terms, exclusions, limitations, endorsements, and conditions of these policies. ............................................................................................................................................................................. Policy Effective Date: Mar 12, 2013 Policy Expiration Date: Mar 12, 2014 Insurance coverage(s) Limits Bodily Injury/Property Damage $1,000,000 Combined Single Limit Uninsured/Underinsured Motorist $1,000,000 Combined Single Limit Description of LocationNehicles/Special Items Scheduled autos only ............................................................................................................................................................................. 2008DODCERAM 35003D7MX38A88G136367 Medical Payments $5,000 Comprehensive $1,000 Ded Collision $1,000 Ded ............................................................................................................................................................................. 2008 NISSAN FRONTIER IN6AD06W28C444430 Medical Payments $5,000 Comprehensive $1,000 Ded Collision $1,000 Ded RE: 7544 OLD TOWN PARKING GARAGE CANOPY Certificate number 26613TMA106 Please be advised that additional insureds and loss payees will be notified in the event of a mid-term cancellation. Form 5241 (10102) • SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION PROJECT OR SPECIFIED PART SHALL INCLUDE: PROJECT TITLE: 7544 Old Town Parking Garage Canopy LOCATION: Fort Collins, Colorado OWNER: City of Fort Collins CONTRACTOR: Classic Contractors Inc CONTRACT DATE: August 29, 2013 The Work performed under this contract has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project or specified part of the project, as indicated above) is hereby declared to be substantially completed on the above date. A tentative list of items to be completed or corrected is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the Contract Documents. • ENGINEER 0 AUTHORIZED REPRESENTATIVE DATE The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated. CONTRACTOR AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the project or specified area of the project as substantially complete and will assume full possession of the project or specified area of the project at 12:01 a.m., on . The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below. CITY OF FORT COLLINS, COLORADO By: OWNER AUTHORIZED REPRESENTATIVE DATE REMARKS: SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE 20 TO: Classic Contractors Inc Gentlemen: You are hereby notified that on the day of 20_, the City of Fort Collins, Colorado, has accepted the Work completed by Classic Contractors Inc for the City of Fort Collins project, 7544 Old Town Parking Garage Canopy. A check is attached hereto in the amount of $ as Final Payment for all Work done, subject to the terms of the Contract Documents which are dated August 29, 2013. In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date: , 20_ Sincerely, OWNER: City of Fort Collins By: O Title: ATTEST: Title: is • GEOTECHNICAL ENGINEERING REPORT Remington Parking Garage West Canopy Southeast of Remington Street and East Mountain Avenue Fort Collins, Colorado Terracon Project No. 20135016 June 17, 2013 1.0 INTRODUCTION This report presents the results of our geotechnical engineering services performed for the proposed Remington Parking Garage West Canopy to be located southeast of the intersection of Remington Street and East Mountain Avenue in Fort Collins, Colorado. The purpose of these services is to provide information and geotechnical engineering recommendations relative to: ■ subsurface soil and bedrock conditions ■ foundation design and construction ■ groundwater conditions ■ earthwork ■ grading and drainage ■ seismic considerations Our geotechnical engineering scope of work for this project included the initial site visit, the advancement of two (2) test borings to depths of approximately 11'/z feet below existing site grades, laboratory testing for soil engineering properties and engineering analyses to provide foundation design and construction recommendations. Considering practical auger refusal occurred in each of our two (2) borings completed for this study at elevations above recommended foundations depths for the proposed addition, our scope of services also included review of available geotechnical data obtained during previous studies near this site to assist with developing geotechnical design and construction criteria for this project. Logs of the borings along with a Boring Location Plan (Exhibit A-2) are included in Appendix A. The results of the laboratory testing performed on soil samples obtained from the site during the field exploration are included in Appendix B. 2.0 PROJECT INFORMATION 2.1 Project Description Item Description :. Site layout Refer to the Boring Location Plan (Exhibit A-2 in Appendix A) Proposed construction We understand a stand-alone canopy is planned for the west entrance/exit to the parking garage. Maximum loads Canopy: 25 kips per column (max.) Responsive ■ Resourceful ■ Reliable SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins Colorado (OWNER) FROM: Classic Contractors Inc. (CONTRACTOR) PROJECT: 7544 Old Town Parking Garage Canopy The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. E Signed this day of 20_ CONTRACTOR: CLASSIC CONTRACTORS INC By: Title: ATTEST: Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this by Witness my hand and official seal. Notary Public My Commission Expires: day of rM 0 17J i 9 0 SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: Classic Contractors Inc. PROJECT: 7544 Old Town Parking Garage Canopy CONTRACT DATE: August 29, 2013 In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) on. bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of 20 (Surety Company) In ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact. SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE DR 0172 (12/98) COLORADO DEPARTMENT OF REVENUE DENVER CO 80261 (303)232-2416 CONTRACTOR APPLICATION FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39-26.114(1)(a)(XIX) M nn NOT WRITF IN THIS SPACF The exemption certificate for which you are applying must be used only for the purpose of purchasing construction and building materials for the exempt project described below. This exemption does not include or apply to the purchase or rental of equipment, supplies, and materials which are purchased, rented, or consumed by the contractor and which do not become part of the structure, highway, road, street, or other public works owned and used by the exempt organization. Any unauthorized use of the exemption certificate will result in revocation of your exemption certificate and other penalties provided by law. A separate certificate is required for each contract. Subcontractors will not be issued Certificates of Exemption by the Department of Revenue. It is the responsibility of the prime contractor to issue certificates to each of the subcontractors. (See reverse side), FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED. Registration/Account No. (to be. assigned by DOR) Period 0170-750 (999) $0.00 89 - CONTRACTOR• INFORMATION - Trade name/DBA: Owner„partner, or corporate name: Mailing address (City, State, Zip): Contact Person E-Mail address: Federal Employer's Identification Number: Bid amount for your contract: $ Fax Number. ) Business telephone number: Colorado withholding tax account number. Copies of contractor agreementypages {1) identifying the contracting parties,. EXEMPTION ;INFORMATION " and {z) contatping signatures of contracting parties must be attached Name of exempt organization (as shown on contract): Exempt organization's number: 98 - Address of exempt organization (City, State, Zip): Principal contact at exempt organization: Principal contact's telephone: number: Physical location of project site (giveactualaddress when applicable and Cities and/or County lies) where project is located) Scheduled Month- - Day Year Estimated - Month. Day Year construction start date: completion date: I declare under penalty of perjury in the second degree that the statements made in this application are true and complete to the best of my knowledge. Signature of owner, partner or corporate. officer: Title of corporate officer: Date:. DO NOT WRITE BELOW THIS LINE 0 1J s Special Notice Contractors who have completed this application in the past, please note the following changes in procedure: The Department will no longer issue individual Certificates of exemption to subcontractors. Only prime contractors will receive a Contractor's Exemption Certificate on exempt projects. Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor's name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a minimum of three years and be available for inspection in the event of an audit. Once an 89# has been assigned to you, please use the next five numbers following it for any applications submitted for future projects. This should be your permanent number. For instance, if you were assigned 89-12345-0001, every application submitted thereafter should contain 89-12345 on the application: The succeeding numbers will be issued by the Department of Revenue. DO NOT. enter what you believe to be the next in sequence as this may delay processing of your application. 10 SECTION 00700 GENERAL CONDITIONS 4) u s GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT These GENERAL CONDITIONS have been developed by using the STANDAMGENERAL CONDITIONS OF TIE CONSTRUCTION CONTRACT ptepated`by the Engineers Joint Contiact Documents Committee, EJC1JCN6. 1910-8 (1990 Editibn); asa bases Chengcsto' that document are shown by underlining teat that has been added and striking through tent that has been deleted. 0 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) WITH CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 0 Article -of Paragraph Number-0ithe DEFINITIONS TABLE,OF CONi-ITNTS Or 6ENERAL CONDITIONS: Page Artic I le'ar ' Paragfaph Page Number Number '8- -el6c Number II Addenda... .......................... 1.-2 Agreement,;, - , - , ......... ....................... 1:3 Application for Payment .................... :.:11 1A Mbestos ...:..........I...... I .. ...... L5 Bid 1.6 Biddin 'D ,- g ocurnents .......... 1.7 BiddingRe . I _.quiretpents ............ 1.8 B6nd-%.: ............... . .......................... ...... 1.9 Change Oider .................. I ........ ----1 1 10 C6fitrac fboci ents I 1.11 Contract Price ......................... I In- Contract Times .................................... I 1.13. CONTRACTOR 1.14 defective .................................. ........ 1.115 Drawings., ........................................... 1.16 Effective Date of the,Agrecincht..., %J 1.17 EN91NIFER ........... ............. ........... Lig ENGINFEERs Consultant ..................... 11 1.19 tield,Order ....... : ......................... E20 General I Rciluirelfbents ........... ............ ,2. 1f21 Hazarcl=% -Waste ..... .-.: ........ ........... .. 1.22-a Lawi;. and Regulations; Utivs, or Reg4latiom ...................:..........2. ................. .......... 2. 1-22.b Legal Holidays ..... � -1 - 1:23 Liens I .................................................. I , 1:24 milesiotte-. ...... .............................. 1 -2 Ls Not.icc of Award .................................12 1 ;26 Notice to Proceed.., ...... 1:27 OWNER ................................ ............ 1.29 Partial I al Utfli.zatiofi ............. ... 2 i'2' 9' PCBs ........................................1-.----.-, 2 1.30 Petroleum....., ........................ ............ 1.31 140ject . ........... ................... --�2 1:32.a Radioaietiv-e Material....... ........... A 1.32.b Regular Working Hours„ 2 133. %Qacrit Project Representative .......... _2 134 Samples ............ I 1. 1.35 Shop Drawings ........... ....................... . 2 1.36 Specifications ............................. ...... 1.37 §iib&ontracuir ..................................... 2 L39 Substantial Completion * '2 1:39 Supplementary Condition n� .,'.'.._;*..- .-2, 1.40 Sdpolier........................ .... 2 1.41 Underground Facilities;.. 2 -`3 1.42, Urut,Pribe Work, ............... ....... 3 1 43 "'r, .................... -:3 1:44 Work,- ........ : ............ ,,3 11;45 Written n. I �n Amendment,,..,, ............ .............. �2. PRELIMINARY MATTERS ........... .................. :3 2.1 Delivery of Bonds.. .... ......... ............ 2.2 copicg'6fr)oeume... 3. 2.3 Ciimmencement of Contract Times; Notice to 11romed 14 Starting the Work .......................... :.3 2.5-2.7 Bef0rerS1ar1ifig.qbnsiM6jion: :at4 of 2.8 ............ .......... ...... .......... Preconstfucti' f 9 Initially Ace , eptable Sche&e:j: ........ :4 CONTRACT DOCUMENTS:- IiM§4T, AMFNI) ING. REUSE: ............... - .......................... 4 3.1-3.2 Intent 4 3.3 Reference to Standards and Spciiim `Iitations ufieclinicai�Societies; Reporting and RnolvinA Dis- Frqau ................. I ...... 4-5 3A IntcnC fqC in Term s or A djectiv6s. ..................................... 5 -3:5 Amending Contract DoetmcfiLs:, ....... 16 Supplementing Contract - Documents 5: 3.7 Reuse of Documenis.l.. .............. 5, 41, A REFERENCE POINTS ....... I ... ..... I ........... 4.1 Availability of Lands ...................... 5-6 . 4.2 Su ubsurface and Physical 'Conditions 6 4.2.1 Reports and Draw-iing'k-................. 4.2.2 Limited Reliance by C01,YFRAC- TOR Authorized; ,Te . chnical Data.. - ....... 6 4.23 Noii-C'e of Diffeiiiig Subsurface or PhysicaIConditi0nj ...... 4.24 ENGINEERS eview ....... m ....... ...... :.6 4.15 Possible Contract Documents Chafigc.................... ............. _6 ,4.2.6 Possible Piicc. and Tittles Adjustments: ................ ............. 0-7 9.1 Physical Conditions -n-U-n-d'ergr'o-t'!Tid - s Facilitie 4.3.1 1 . ................... 0.1 ........... " Sbc;wn of Indicated . ....... : ........ .7 4.3. 2 Not Shown orindJicz't'c*-4',-_. 7 4.4 Reference Points;,,. ........... EJCI)C GENERAL COMT]ONS 19104(1990 EDITION) WICITY-,00 FORTCOLUNSMOD11`16TIONS (RFV 9199) 0 0 0 Article or. Paragraph Number & Title Page Article or Paragraph Number Number & Title 4.5 Asbeslos, PCBs; Petroleum, Hazardous Waste or Radioactive Material, , ... :;..: ...... 7-8 5. BONDS AND INSURANCE:., .... ........ 8 5. 1 Performance, Payment crit and Other Bonds . ............. * ..... . * .............. 5.3 Licensed Sureties Said Insurers; Certificates of Insurance:,...._............ F 5.4 CONTRACTORs.L!'ability Insurance .......................................... 5.5 OWNERs Liability Insurance ..... : ......... 9 5.6 Property Insurance .......... .1; ....... 9-10, 5.7 Boiler and Machinery or Addi- tional Property Insurance,,, ..... 10 5.8 Notice of Cancellation Prom . sion 16 ,5.9 CONTRACTOR!s Responsibility for Deductible Amounts 10 5 10 Other Special lrm6rancc, .............. __..10 5.11 Waiver of Rights, ....... I I 5.12-5.13 Receipt and Applicatio'n of insurance Proceeds JO-1 I 5,14 Acceptance of Bonds and Insir- an c; Option to Replace..,., 11 5.15 Partial Utilization -Property insur , an , oc: 6. CONTRACTOR'S RFSPONSIBILiTiEs I I 6:1-6-2 Supervision and SuperihtcndenQq .... I I 6.3-6.5. Libor, Materials and Equipment... 11-12 6.6 Progress Schedule ............ ....... .... J2 6.7 Substitutes and "Or -Equal" Items, CONTRACTOW.s Expense', Substitute Construction Methods or Procedures ENGINEER's Evaluation 12-13 6.8-6.11 ConeernineSdbcbntraidtors, Suppliers and Others, Waiver of Rights .................. ...... 13-14 6.1 .-Patent Fees and Royalties ................... 14 6.13 Permits ..... ............... .... 14 6.14 .................. I � Laws and Regulations. .,..., 615 Taxes 14-15 6.16 Use of Premises.., ........ ......... ;15 6.17 Site Cleanliness„ ....... ..........15 6:18 Safe Structural Loading., ....... : ........... :.15 6.19 Record Documents, ... .. .. ........ ...... . J5 '6:20 Safety,and Protection ....... ...... 15-16 6.21 Safety Representative� - .... .......... ......... 16 1 1 622 Hazard Communication Programs..,,;, ... 16 6.23 Emergencies ........... .......... ............... 16 6.24 Shop Drawings and Sample* ...... ....... 16 Page Number 625 Submittal Proceedures; OON- fRA,&OR's Review Prior to Shoo Drawing or Sample Submittal 16 6.26 Shop Draw , ing & Sample Subm'it.- tals'Review by ENGINEER ....... 1&17 6.27 Responsibility for Variation's From Contract Docum ents ;.:.17 6.28 Related Work Performed Prior to ENGINFER's Review and Approval'of Required Submittals,., ........... ...... ........... 17 6.29 Continuing the Work ....................... 17 6.30 CONTRACTOR'S General Warranty and G ' uarantee: .............. 17 6.31-6.33 Indemnification, .................. 17-18 6.34 Survival of Obligations'.,,, ................ 18 7. OTHER WORk 8 7:1-7.3 Related Work at Site 18 7.4 Coordination ........... .............. : ...... is S. OWNERS RFSPONSrBUTTTES .......................... j 8 Comm unictItions to CON- TRACTOR is 8.2 Replacement of ENGINEER,, ....... 18 �8.3 Furnish Data andPay Promptly When Due 18 8.4 Lands and Easements; Reports and Tests 18-19 185 Insurance ........................................ 19, 8.6 Change Orders .............................19, 8.7 Inspections, Tests and Approvals ................................... I 8.18 stop or SuspendWork. Terminate CONTRACTORs Service's ..... 19 8.9 Limitations on OWNER'S Reisponsibilitiek ......... ................ 19 .00 Asbestos, PCBs, Petroleum, Hazardous Waste or Radioact1ive,M;itcriM-., ..... ........... 19 8.11 Evidence of FinanciiI Airrangememt5,: ...... 1:............ ........ 19 9. ENGINEER'S STATUS DURING CONSTRUCTION ..... ......................... 1. ... 19 '9.1 OWNERs Reprdcntative ................ 19 9.2 Visits to -Site ........... ........... 19 93 Pro ject Representative ................. 19- 21 9.4 Clarifications and Inter -pre' ' cations ........................................ -21 9.5 Authorized Variations in V&k.., :.-21 EJCDC GENERAL CONDITIONS 19191-8 (1990 EDITION) w/ CITY OF FORT COLLM MODIRCATIONS (REV 9199) Article or Paragraph Page Article or Paragraph Page Number& Title Number Number &.-Title Number 91. 15 Rejecting Dqfiktive Work................:?I gr .7-9,.9 Shop Drawings,,Change Orders and Payments.........; .: ..... 0.021 910 Determinatioris for Unit Price.s.......21-22 9.1 i-sim- b&isi6ris *on Disputes, ENGI- NEER as Initial Interpreter..............22 9.13 Limitations on ENGINEER!s Authority and Responsibilities..,. 22-23 CHANGES IN THE WORK ............................... 23 io.1 OWN , k?s Ordered Change ................ 23 14. 10.2 Claim for Adjustment.... ........ .23 103 Work Not Required by Contract Documents ...................................... 16.4 Change Orders ...... _ ....... ........... I ...... 23 165 Notification 8fSurety,,,,,,, ,, CHANGE OF CONTRACT PRICE ............................23 11.1-11-3 Contract Prim Claim for Adjustment; Value of the Work ....... 23-24 1 1A Cost of the Work .......................... ' 14-25 11.5 Exclusions to Cost of the Woi$ ........... 25 11.6 CONITRACTOR's Fee ...�..25 11.7 Cost Records ................................. 25-26 11.8 Cash Allowances,,,;,,;,,,;;,;,,,,, .,; ,, 11.9 Unit Price Work .......... 26 CHANGE OF. CONTRACT TIMES .................. ......... 26 12.1 Claim for Adjustment_....... 26 12.1 Time of the Essence....... ... - ..... ,6 12.3 Delays Beyond CONTRACTORS Control .............. : ....... ......... . 2 27 12.4 Delays Beyond OWNER!s and CONTR . ACTOWs Cohfrol ................. z7 TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFEC77VE WORK ...................... 13.1 Notice of Defects . I ........................... I ... 27 13.2 Access to the Work..._...._ .................. 27 13.3 Tests and Inspections; CONTRACTOR's Cooperation ..... : .... 27 13.4 OWNERS Responsibilities; Independent Testing Laboratory ..... ..27 13.5 CONTRACTORs Responsibilities, ........... ...... __77 13.6-13.7 Covering overing Work Prior to inspec- tion, Testing or Approval ............... .,?7 13.8-13:9 Uncovering Work at.LNGI- NEER's Request.,., .......... .... ?7-28 13.10 OWNER I&y Stop the Work ...... 28 13,11 Correction or Removal d (Jefective Work., .......... VA 13,12 Correction Period ... .. ....... ......... 28' 13.13 Acceptance'of Defecfive Work .......... 2 8 13.14 OWNER May Correict Defech . ve Work .............. 28-N� PAYMENTS TO CONTRACTOR AND COMPL FTI ON .......................... ................ .....29 14.'1 Schedule of Values ............... ........ 29 14.2 Application for Progress. Payin ent .... ................................29 14.3 CONTRACTOR'S Warranty of' Title ...... * ...... * ......... * ... 29 14:4-14.7 Review of Applications, for Progress Payments ................. :.29-30 1418-14.9 Substantial Completion,,,,,,,,,,;,,,,,,, 30 14.10 Partial Utilization.. ...... 30-31 14.11 Final Inspection .............. * ............... 31 W.12 Final Application for Payme . nj ......... 31 14.113-14.14 Final Payment and Acceptance ........ 31 14A5 Waiver of Claims,. .._.;31-32 15. SUSPENSION OF WORK AND TERMINATIQN.: ... ; ........................ ............ 32 15.1 OWNERMaY.Suspem:1 Work .......... 32 15.2-15.4 OWNFR,May Terminate .... ...... 32 15.5 CONTRACTOR, May Stop, Work or T erminate 32 1 -33 16. DISPUTE RESOLUTION ........ 33 17. NUSCFLLANEOUS ..................................... I ...33 17.1 Giiing Notice.....:'..... : .................... 33 17.2 Computatiomof Times, ................... 33 173 Notice of Claim .............................33 17.4 Cumulative Remedies ......... ; ........... 33 17.5 Professional Fees and Court Costs Included .... ........ t ..... 33 17.6 Applicable State Laws... ............. 33-34 Intentionally left blank..-,._ . ; ....... : ........ ...... ...... 35 EMHBIT GC -A: (Optional) Dispute Resolution Agreement ........ .......... GGAl 16.1415.6 Arbitration ...... ------- ............ gC-Al 16.7 Mccliatiork., ............................;GC -AI EJCDC GENMAL CONDITIONS 1910 -8 (1990 EDITION) W/ CITYOF FORT COLUNSMODTFICATIONS (RFV4/99) 0