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Home My WebLink AboutBID - 7005 EAST PROSPECT ROAD LANDSCAPING IMPROVEMENTSCity of F6rt Collins ` Purchasing ADDENDUM No. 2 SPECIFICATIONS AND CONTRACT DOCUMENTS Financial Services Purchasing Division 215 N. Mason St. 2nd Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov. com/purchasing Description of Bid: 7005 East Prospect Road Landscaping Improvements OPENING DATE: 3:00 P.M. (Our Clock) February 9, 2009. To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. CHANGE:. The Bid Opening Date has been changed to February 9, 2009 II. Revisions to the Plans: A. An updated "Bid Tab" (attached) has been issued to match the quantities shown in the plans. The updated "Bid Tab" (attached) will reflect the following changes: 5.17 Sprinkler RCV Assembly 1" (inc. low voltage wire) = 25 each 5.18 Sprinkler RCV Assembly 1.5" (inc. low voltage wire) = 28 each . 5.22 Drip RCV/Filter Assembly (inc. low voltage wire) = 15 each III. Clarifications of the Plans: A. In clarification of Bid Item 2.3 Grading, Import Topsoil, Shaping — Medians Only, it is the responsibility of the Contractor to determine the amount of additional topsoil necessary in order to re -shape the medians as is dictated in Detail 1 on sheet L9. On site excavation from the planting beds can be used to re -shape the medians, but it is anticipated that additional topsoil will be needed. Please take this into consideration when developing a cost for this line item. B. The Point of Connection for the irrigation work will be hard copper pipe. Please contact John D. Stephen, CPPO, CPPB, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. where renewal .is a way of life ;�TO-Ol RPICSTE "IF CF61 E AHO 5WIL'A PEANHN'. ARF_�P, Pcp-UF SPRAY AND KOIOI� SPRIINLEN�; WILL WHICAIL NATILL SEES, BUBBLERS WILL �RPIGATC Tl,tECS CRIP EMITTERS WILL IRRIGATE SHRUB MATERIAL I E THE NUAININU LEE, EACH 11141 TYPE 'ILL BE FF;II ON - _PAEFTE LAILNALS. ICEIRATE M�ES AI,C f'R.'JVII TO CONTROL 141AII)N IL IPEES IN SEED -NO SHFIR LAND -'.APE ARE',. VIINICIPAl- irOTARILE) I TER ':NISI PC USED FOR IRRIGATION.THE I'DINT-or-CIINECTIC , I IA,O.Cj MilL 3F AS SHIDYN C,4 THE F itVAECIATEILY D %NIN SAM OF HE _,HII 1111 "AND ALONE, 11111CIAL IAOUM I T`t` CO,,TPOLUR ASSCMILIES NILI OPERATE THE SYSTEM CAIKTRULLC WLL EE ATED IN SHR,,m nEOE VITHIN ME"ANj rNR SCHCEIINC. EASE Of Af:',Ez5 INN CONTROLLER ANSCPSEES 1111. PC INSTALLED JI6ITS Tllli CONTRAST. A Fl r" S A SON AND 111:11 E Will LIE UTILI 'EF I J FACI I I r. AI TOVATI 0. SHUT DOWN OF THE "POITIN .E. IN THE FIENT 3F I VAINLINE ri"E PREAK. ISOLATION SAFE V-LWES PCR1IT THE ISCILATIO1 IF SECTIDIS OF THE SrSTEV FOH REPANHS OHMMNINCK 1�11KK PLIXC. WRILINES HAZE FRO"IDED THROU"HOUT THE SITE NOT ip%CIJMT4L IATERIHD, FLAG NOTES 17) CICA �TC PIC EIP-111 IIISTI1111'H PTABLE WATER SC,E "U�)NT IN THE API 4)tIlVAIENO LOCAIIIOu NIAOAHECOON `LI1RDIICII STREAM OF IHE E1111111t I NATET VEi IN, MIRINNITE 1IT1 UTILII "ETNESENTATIVIC9 FCF THE 11AT ED ATION OF III' PINI-OUT, NE RECUIRM 1_111O PIKE CONNECTION 10 0OWNSEREAM AN.' OF SERVICE - 16-CjT AND EXTEND TYPE K OSPPER 111C INIOOOH LILLIB STO, . ISE-Ly. AID REDUCED PRESSURE AAA`NrLORY I 4NON ASSENELY. COORDINATE E:PVr N 01 11111'RIZITION, -FLt7W. HBR, VAEV. AND FLOW sENSCP AuSSEILL'ILS AIR A1T11FI,'ED CITT REPRESENTATIVES ON 511E PAID' IN 0ONSIP11"NON INS7-IJIL PEDESTAL NCu,%T SmI CONTRCIELEP A55ENIBLY IN THE 'PIRCX NATE LOCATION 1111,,A7EC 'N VAC ELECTIPIC.AL POWER I'Ll BE P,UVIUO " WITHIN -FFFT OF CONTROLLER LOCATION. CEBOF ' NHATE EIAC L(NOATICN OF OLIETRICAL F0111 11TII THIS CLECTINCAL ZRAACS AN ' 1) HECFSSARO IRADIS CN PROVIDE ALL CONEPIT AND OQNCUCT,S EETWEE ELECTPIPOWER 50',RCE ANDFRICAICN CONTROLLER. M� I PIASTER RKILVE TO EACH �,TRDLLICR AS117.1.1at' jHF LOH - ISOLATION RELAY WITHIN EACH CC%T,;0ILE.A '6.CLCSU1FE NA lC ALL 1QN%CCDI -IORDINITE EUCl 1EACCKCIl 11 CCITijM ENS ITH 'HE WNERREESE IATIVE ON SITE PRIOR TO CTOV. CDNURCLLLIS IA'3' TO ISD-111H Y111IE1 C1AIIE ASEMELI AS. SH-N IN DETAIL 4SHECI IRP. 3INSTALL THREE CONTROL WALL, All) ONE co.-N 'i"Ic FRO, l" RESPECTIVE CONTROLLER TO EACH 11 THE REUOTE CONTROL ',E ASSEULLIES INUICAJEN FUR Jl;i: AS "It; VINC 11: CASE III CUNIPIL INRl I ILU'tl. I CCILI IHEIIA"I EACH SPARE ALL RE-11TE CONTROL VAlVC IO-ES. IOILTE SPARE HIRE IN SU-11 VANNE E THAT WIPE IS RULTED WITH ALL LI :R 13ATION PIPE AND VAVIL5 LIE 'HONK OJISVDIE PLBNTIKC -'IEI N I-DOCAPE FOR CLARITY ONLY. INSTALL ALL IRRIGATION COI,PINCITS IN LINES- AREA, 0- IHII.ITE, IE,O.zlE III E)POSE CAPPED ENCS OF FHSTING -,WCATiOt, LININ. 410 WIRE CONDINIT It; THE A11110111111L LOCATION INIDICATEII. 1011TE AIIHNE LIFE THROUGH ILEEAIC AS NANIIFELICITED IN THE %F(SlINNS VLRIF' THAT THE IMF, OF THE SLEC,11,( IS A5 SHOWN 0 I't )Al ED ILIEEND EHOIll D RE APPROXIM-1 Y IND FIVES THL VINAL (DAItIT111 11 THE .11NIDNE. RHINOANYDISOPEPANOES IN SLEF:rLOCATII TO THE 17 NE)H Or THE cr,NFits EISTICIG. CLOOLE PON SLEEVE FOR IRRISAFI IIII I'D PVC CONOIJIF FOR �LOW VOLTACE CONTROL W1;E PLAN CITED 1.1c ' - R• 2ITY. LOCATE. EXCAVATE AND EIPOSE CAPPED ENDS Be EIITFIN, 4-INCHPVC IRRIGATION ELF11INC AND IRS O.ND117 IN THE A11RIXIIIIE CADAOJ INDICAIEO. ROUTE TAINILINE INIPI: AND LOW VGLIAGE WItES INHO1111 IN IRE FIIIO ANY 015 PIPA SLEEVE LOCATION TO THE FTTEN7CN r THE U-CIPS 1&'PEECZlil,E. LC TE, EIC4141E A::N C.10SC D) ENDS OF FICII11r, 6-HININ RrA7D RIIJ SLEEND CG (2) A-t%tCH 7HRE CONCEITS IN THE AppR OUVATE LDEANDI, INDICATE AT ENDS OF BRIDGE CROSSING. ROUT' N_P I LINE E THROUGH SLEEVING AS INDICATED IN THE B " r'AT 14111:GS. E"' THE 01111CIER OF [HE ',LEEVING IS AS SHG ON C LLEVI1,N HIN DATED I- ANY DISCREPANCIES IN Y. 1.1 SYST1. D111- A.':TRIES A Y,INKINK, STANC FIC SU11 OF !Z5 p,1 !111 A Ifl-C PRESSURE OF ;!�, =S, 11 THE R�PITAIIDI PC INT-B-CONON NECTI, I.IGN ASSUMESI 11111LI DISCHARGE OF SO C'M T1INCJrH THE 1-1/2-INCII TA? AND WATER KETER. PIFIEScItERE IF ':RI ATILT WITH POVICED 13, CITY OF FOR CULDID REIRECENTALl- LN QH/U5/20 d. THE CCIHIA:.IOR _A VERIFY PIENSINIC ,NO Fll,.. ON SITE PRIOR I.' 1CrttlTRj_TO 410 REPORT III DISCREPANCIES AITH THE THE CONTRAt:1UP, , JILL HE RESAONSIGHE FOR ENSURING I HAT IHIRE It; PfO;PCR FLOW Al,i PRESSURE. REIP T1050MIFLY A ELI IECOJE FAYILLAq 17- INS SPECIFICATIONS Ali) INSTALILATICH DETAILS FOR THIS AND REINtITED WORK PRIEFt Tr CONICT.I.HCH. 31 C.0I RIANAtf. UTILITY LOC.OU; PENILE(I 03E YON DID') CO- N�TRGROLIN; UTILITIES PRIOR I, CONKT'UCTIO - •I. DO lIOT PROCCE; 111LI THE INSTALLAJON CF THE III tCSTOI A - CHEF�% CLIS IN THE FIELD THAT l',f3`,RUCTIl)1,�-; OR GRACE ERLNCKt, NIST NFT 11C11 NET HA.E BEEN COIRLENSH IN THE HI it"INECNT, `61 IF CISCALIANCILS 1. ICNIFEClnll HBXN 1. NT;HCT. OR SAIKOFICAIII Al:E DISCINERIF . U:ONO AL OBST-ECTI OR CISCREPANCIES TO THE ATTENTION OF THE OIINZIVS P PRESENTATIVE THE URA' NI% S ARE DACIA"'Irl- IKER11-1, THE FOILCINa SHOILC BE NOTED 4. RHICATII COACNENTS III PC nIlD6!I OUTSICE ILANNII AqEAS FOR CLARITY, AVOID CBNFILIIIS eTTY-11 THE PRICATICIN SItS71EV, 1ILAN711C :IATENALS, AID ANCHITECTMAL '"HURA5. N'TAHL PIRSIOU1 LIFE ANID AIRINI ,LAND. .APEL AICA-1 1111B IN.SS113CE, 13. USE ONLY STAND-RD TIES A- ELNOY FICENCS. US- CFC1S T,-E ETTINDS 11 NOT FARYNETED. P. i�ICI THE fOLLI)AINN COMPONENtS I(; THE "HER PRIOR 10 FEE ON-LITIIIN OF I.0 PROJECT I. TYE, HNN KEN: FOR EACH E OF I -DI OPERATED V-INNS. H. TWO OF CA'CH SERVICING 11EIC. OR TOOL NEEDED FOR COMPLETE A,11S. AC21SIIJ111, AND PEHIR (IF ILL rOTA11 5111INKIINS 7. SELECT NC' , t, �FINNKILJERS 1ITH MICH APOS FICGICC COI.-LEAS_AIIATEOJATE COVER. A.0 WITH JAIIII 01ERSOPAY FOR THE SITE CCNER,O\S. CAREFULLY ADT TIE RACICS Cr THROW AND ARC BE 1ACH SERCII,LER I. RIP0111.1 THE BE PER-Iml- 8, INL IRRICATICII CONTRACTOR IS RESPON-LIC FOR LO:'TINC 1115INa IHI :4TION SIFEINN NSI_'II1 Njjlll; A -11111OLIS CCNSIRICHION �Fl ,C THE -ONTFACTOF IS TO ILIZIF" NC THAT SLECY15 OF � SL F CENT LE113TH To NEST FIN.AIIACE AND VAI.- 13' 'SQUIRED AS IN NrCEINTAIL TO THE IIETIALLAT01 OF THE KPI , 'YSTE.IA. THE CCNTRA�CCN VAT BE REQIL.tEP To ,n PL1" C�STO KFIB THE BLOSIR-ENTS OF THE IRRICA113N WINE NE. THE CC14TRACT R IN TO VERIFY THE WAY'LIEP OF FHSTI.4G SLEEVE'; A' IOLICA ED CN %5. 5IPIrD ALL DtSCREINNCIE`� TO THE ATTENTION OF THE CNNx`,'- NEPRESENTFTIE 9. CONNECT ELECT.'— �'AER TO THE PRINITION COYIFOL SISIE1 N AC--.OrDAECBE WITH THE N:.IIQNAL ELECTRIC CODE AND ALL APPLICABLE LOCAL CLECTMC ILITY COME. 10, tMN PICARD TI rPE IIZINL3TIC rOL-IINC, AHQULD E.0 NOTED: A. IF A SECIINK OF UK'ADED RIPE K LOCIT111 BETWEEN 11tl IIA; TICALL' :SIQILD SHOICtitt, TIjN�ZEIC PIPE. 0 THE JJAE NOVINAL SIZE AS THE MY Y SIZED 5ECTB14S,'THL UNN17EO E t�EIIIILD NOT HE CCHFUSE)WITH I _BCIAO1I PI SIDIS NOTED INTHE ICGENO. E.gI ........ CITY OF FORT COLLINS, COLORAOO M.. �finls MAINLINE E CLASS 200 P`,C (SIZE AS SHOv,N) LATERAL IIIIIE 10 SFAINILENS CLASS 110 111; (1-INCH LLTLE OILEPAISE NOTED) PANIICLD PIPE TO ZONE CONTROL AUVEI: CLASS HIS PVC (I -INCH UNLESS OINERIBE NOTED) (P1IP UATILIAL PIPE TO EN!IETERS: TYPE PER SPECIHI(ATIONS V-11C. SI` UNLESS OTHEP"SE "IfE6 WITTER TYPE - IRG AR-131C "CONNECTE" -111 CROS511C PUNT-OF-CO.-ECIII (P.US) WINTEPICATION AT5EMULY: 1-1/2-INCH; VVELLER OR EQUAL kECUCED iIES'JRE AACFFL'OCW PELSENTION AEXTUL1-1/2-INLII FEB'DO S251A 7INCIOSLIE - G_ R,,SIIACK GS-1 OF EILL11 * jLAE PFCU MASTER VALVE ASSE111- Y1OP-0 'AOEM C;tTWOLD 2130 (WE AS BHO."t.) S: ISOLATION OOTE T,L'.E ASSCMZL� NIECE Ti '2N KONVINAL SIZE OF CATE �ALVE'TO MATCH NORINAt klAII SIZE QECoC COUPLIKO 'VALVE A;;SEVUILY: RAIN FRIO If-LRC 1p, FEMOTE C'IN7wCL E ASSEMBLY PAN CRRID RED (SIZE AS SHOWN 0:1 PLANS) CALL AU." r' I - SI Bu `VC BILL 1A.1 ,' E6HE MOTE CRGIL .VF ACSEMYLY: RAIII vBRII FIR {SIZE AS EHOVII ON PLAITS) FALL C - SCH 80 1 SALE "LIE ILTLR - RAIN BIRO RBA OE WITH! 15D VESH S_REEIT rFCSSURE RETFLIETOR - 'AJCO Sk-41-32 E3 DrFF ZONE CONTROL '.ALSE ASSERSID, 3/4-INCH SCH SO P� SALL E - FLITS, CAP ASSEVOLY: FOUARIws P-D OF COUAL. 0) POP-H DRIP 011INTIONAL NUIA1.11 A-SEIBLI (SEE DETAILS) 0 AIR V'CULI BEIIEF - AS �[ SEYM 7 1-INCI H ATE R, AY-1-0 SAI I. ✓AI.1E - SCH 10 LV(; COMP,E ACT BALL, VE 'BE_UP 11R1 INIK 1�'ILEII: 1.11 EIRE 19-1-SPI-PIS W/ 5 SERIES NOZZLE rnCS5UR E 30 F�l RACIM 5 ITELET FLOW R,--PL1,: C - 0.10 H - 0.20 F - 0.41 1- P DA -IF, SPRAY SPRINKLER: FRHI -21" 1SC6-SAY-INIS W/ 8 SERIES NOZZLE PRESSURE '. . RADIUS: a UILI FLOW (CFMN 1.26 . - B .52 F - 1.05 '-P-1 SI-1 -IN I' RC 1�06-SIRS I/ 1II SEPIU; NO11LE PRESS URE: 11 FU RADIUS: 10 FEET LOW " Ec'1, I Q F - 1.58 UFI_P 1611XLEF: PIII HIRU I Z 'EIJI ES LE 1, !'.RE RE_URE Ozz , , NO �ADIUS 12 FEET FLOW (G-): I C 61 H - I.SU F - Zo. !tA. FOP _LP SP,"Al 'CARINKLER: RAIN PRO 1-EI W/ 15 SERIES NOZZLE PRESSURE. 30 F9 rACIUS: 15 FEET FLOAT ;Gp.): v - S..2 1. - 1,85 F - 3,70 era 89TAPY SPRIKKIELF: H. ' AUER 1-2n-b-A-S W1 SIR NOZZLES , P;E,-SURF: 50 P9 "DIUS: 19 FEET ,p LL - FLOAA tC,)t I - C (1 1 UIN sN ROTARY SPRINKLER HIjNTER -C-GP-A'S I/ SIR 10'Z'LLS PRESSURE 61 1 NADIUS 'A FEET NOZZLE - FLOW (UIIM%; 0.7SSR - F 75 !,5SIC - 1.5 I'M: 11RIKKI-E, PI HEIGHT 6-11YIIEs P. PUP-1 FOgn-I- ;1I EIRQ C8 SERIES U11 S ,N W`1N 3IFPD 1PUI-SCPS SPRIRINLFPS 1YITH PC -Q.D SCREEN CREES.I 30 151 1 ED 11 (c ,): P S G ?INjAIICH CONTROLLER UNIT' CONTROLLER "A AC,JA COLSEREE OLTIV6 SERIES AITH FILL'.; EEL6;�CUOOFL NET-ALRTSZ WITH WIRED fTYIN/TEVIECATERE SCH"" DDE' S-11TC225 3h " ATIONE AVAIIARLE, 3,k NTATIQ�S USED I-DAUGH F-TRULLER UP41T CONTEOLLER E': IOLA 1.E1_EiyL 1LDVN .',IT. FQ�., IF111 11,1OLL I 'L, L ZL14`UR NKI-EL FT1, =T=2=1 M INDICATES LATERAL CISCHARGE IN BAIA 'ON """N :j I'l-DICATES RENuTE CONTROL V-DE S17E It: INCHES -IN SPIIN LATERAL pus [',OEHLER LATERAL SIT— F1IF IATC1WH 001ES. !:ARSON INDUSTRIES EAST , PROSP ECT ROADLANIDSCAIFIE 11.,PRIOVEmENTS IRO IRRIGANOTES AND LEGEND I I schedule and other schedules prepared by the CONTRACTOR and consult with the ENGINEER concernin_e acceptability. 9.3.2.2. Conferences and Meeting - Attend meeting with the CONTRACTOR such as preconstruction conferences, progress meetings and other job conferences and prepare and circulate copies of minutes of meetings. 9.3.2.3. Liaison 9.3.2.3.1. Serve as ENGINEER'S liaison with CONTRACTOR, working principally through CONTRACTOR'S superintendent to assist the CONTRACTOR in understanding the Contract Documents. 9.3.2.3.2. Assist in obtaining from OWNER additional details or information, when required, for proper execution of the Work. 9.3.2.3.3. Advise the ENGINEER and CONTRACTOR of the commencement of My Work requiring a Shop Drawing or sample submission if the submission has not been approved by the ENGINEER 9.3.2.4.Review of Work, Rejection of Defective Work, Inspections and Tests - 9.3.2.4.1. Conduct on -site observations of the Work in progress to assist the ENGINEER in determining that the Work is proceeding in accordance with the Contract Documents. 9.3.2.4.2. Report to the ENGINEER whenever the Representative believes that the Work is unsatisfactory, faulty or defective or does not conform to the Contract Documents, or has been damaged or does not meet the requirements of any inspections, tests or approvals required to be made, and advise the ENGINEER when he believes work should be corrected or rejected or should be uncovered for observation, or requires special testing, inspection or approval. 9.3.2.4.3. Accompany visiting inspectors representing public or other agencies having jurisdiction over the Proiect, record the results of these inspections and report to the ENGINEER 9.3.2.5. Interpretation of Contract Documents. Report to ENGINEER when clarifications and interpretations of the Contract Documents are needed and transmit to CONTRACTOR clarification and interpretation of the Contract Documents as issued by the IMINNINC19111 9.3.2.6. Modifications. Consider and evaluate CONTRACTOR'S suggestions for 20 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) modification in Drawings or Specifications and report these recommendations to ENGINEER. Accurately transmit to CONTRACTOR decisions issued by the ENGINEER 9.3.2.7. Records. 9.3.2.7.3. Record names, addresses and telephone numbers of all CONTRACTORS, subcontractors and major suppliers of equipment and materials. 9.3.2.8. Reports. 9.3.2.8.1. Furnish ENGINEER periodic reports, as required, of the progress of the Work and of the CONTRACTOR'S compliance with the progress schedule and schedule of shop Drawing and sample submittals 9.12.8.2. Consult with ENGINEER in advance of scheduling major tests inspections or start of important phases of the Work. 9.3.2.9.3. Draft proposed Change Orders and Work Directive Changes, obtaining backup material from the CONTRACTOR and recommend to ENGINEER Chan e Orders, Work Directive Changes and field orders 9.3.2.8.4. Report immediately to ENGINEER and OWNER the occurrence of any accident. 9.3.2.9. Payment Requests. Review applications for._WMent with CONTRACTOR for compliance with the established procedure for their submission and forward with recommendation to ENGINEER, noting particularly the relationship of the payment requested to the schedule of values, work completed and materials and Nuipment delivered at the site but not incorporated in the Work: 93.2.10. Completion 9.3.2.10.1. Before ENGINEER issues a Certificate of Substantial Completion, submit to CONTRACTOR a list of observed items requiring correction or completion 9.3.2.10.2. Conduct final inspection in the company of the ENGINEER OWNER and CONTRACTOR and prepare a final list of items to be corrected or completed. 9.3.2.10.3. Observe that all items on the final list have been corrected or completed and make recommendations to ENGINEER concerning acceptance. 9.33. Limitation of Authority: The Representative shall not: 9.3.3.1. Authorize any deviations from the Contract Documents or accept any substitute materials or equipment, unless authorized by the ENGINEER 9.3.3.2. Exceed limitations of ENGINEER'S authority as set forth in the Contract Documents. 9.3.3.3. Undertake any of the responsibilities of the CONTRACTOR Subcontractors, or CONTRACTOR'S superintendent. 9.3.3.4. Advise on, or issue directions relative to, or assume control over any aspect of the means, methods, techniques, sequences or procedures for construction unless such is specifically called for in the Contract Documents. 9.3.3.5. Advise on or issue directions re.gardine or assume control over safery precautions and programs in connections with the Work. 9.3.3.6. Accept Shop Drawings or sample submittals from anyone other than the CONTRACTOR. 9.3.3.7. Authorize OWNER to occupy the Work in whole or in part. 9.3.3.8. Participate in specialized field or laboratory tests or inspections conducted by others except as specifically authorized by the ENGINEER. Clarifications and Interpretations: 9.4. ENGINEER will issue with reasonable promptness such written clarifications or interpretations of the EJCDC GENERAL CONDITIONS 1910-8 (1990 E(ition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) requirements of the Contract Documents (in the form of Drawings or otherwise) as ENGINEER may determine necessary, which shall be consistent with the intent of and reasonably inferable from the Contract Documents. Such written clarifications and interpretations will be binding on OWNER and CONTRACTOR If OWNER or CONTRACTOR believes that a written clarification or interpretation justifies an adjustment in the Contract Price or the Contract Times and the parties are unable to agree to the amount or extent thereof if any, OWNER or CONTRACTOR may make a written claim therefor as provided in Article 11 or Article 12. Authorized Variations in Work: 9.5. ENGINEER may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Times and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These maybe accomplished by a Field Order and will be binding on OWNER and also on CONTRACTOR who shall perform the Work involved promptly. If OWNER or CONTRACTOR believes that a Field Order justifies an adjustment in the Contract Price or the Contract Times and the parties are unable to agree as to the amount or extent thereof, OWNER or CONTRACTOR may make a written claim therefor as provided in Article 11 or 12. Rejecting Defective Work: 9.6. ENGINEER will have authority to disapprove or reject Work which ENGINEER believes to be defective, or that ENGINEER believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. ENGINEER will also have authority to require special inspection or testing of the Work as provided in paragraph 13.9, whether or not the Work is fabricated, installed or completed - Shop Drawings, Change Orders and Payments: 9.7. In connection with ENGINEER's authority as to Shop Drawings and Samples, see paragraphs 6.24 through 6.28 inclusive 9.8. In connection with ENGINEER's authority as. to Change Orders, see Articles 10, 11, and 12. 9.9. In connection with ENGINEER's authority as to Applications for Payment, see Article 14. Determinations for Unit Prices: 9.10. F.,NGT.NFF.,R will determine the actual quantities and classifications of Unit Price Work performed by CONTRACTOR. ENGINEER will review with CONTRACTOR the ENGINEER's preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application for Payment or otherwise). ENGINEER's written decision thereon will be final and binding upon OWNER and CONTRACTOR, unless, within ten days after the date of any such decision, either OWNER or CONTRACTOR delivers to. the other and to ENGINEER written notice of intention to appeal from ENGINEER's decision and: (i) an appeal from ENGINEER's decision is taken within the time limits and in accordance with the procedures set forth in Exhibit GC -A,, "Dispute Resolution Agreement", entered into between OWNER and CONTRACTOR pursuant to Article 16, or (ii) if no such Dispute Resolution Agreement has been entered into, a formal proceeding is instituted by the appealing party in a forum of competent jurisdiction to exercise such rights or remedies as the appealing party may have with respect to ENGINEER's decision, unless otherwise agreed in writing by OWNER and CONTRACTOR Such appeal will not be subject to the procedures of paragraph 9.11. Decisions on Disputes.- 9.11. ENGINEER will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. Claims, disputes and other matters relating to the acceptability of the Work or the interpretation of the requirements of the Contract Documents pertaining to the performance and furnishing of the Work and claims under Articles 11 and 12 in respect of changes in the Contract Price or Contract Times will be referred initially to ENGINEER in writing with a request for a formal decision in accordance with this paragraph. Written notice of each such claim, dispute or other matter will be delivered by the claimant to ENGINEER and the other party to the Agreement promptly (but in no event later than thirty days) after the start of the occurrence or event giving rise thereto, and written supporting data will be submitted to ENGINEER and the other party within sixty days after the start of such occurrence or event unless ENGINEER allows an additional period of time for the submission of additional or more accurate data in support of such claim, dispute or other matter. The opposing party shall submit any response to ENGINEER and the claimant within thirty days after. receipt of the claimant's last submittal (unless ENGINEER allows additional time). ENGINEER will render a formal decision in writing within thirty days after receipt of the opposing parry's submittal, if any, in accordance with this paragraph. ENGINEER's written decision on such claim, dispute or other matter will be final and binding upon OWNER and CONTRACTOR unless: (i) an appeal from ENGINEER's decision is taken within the time limits and in accordance with the procedures set forth in EXHIBIT GC -A, "Dispute Resolution Agreement",entered into between OWNER and CONTRACTOR pursuant to Article 16, or (ii) if no such Dispute Resolution Agreement has been entered into, a written notice of intention to appeal from ENGINEER's written decision is delivered by OWNER or CONTRACTOR to the other and to ENGINEER within thirty days after the date of such decision and a formal proceeding is instituted by the appealing party in a forum of competent jurisdiction to exercise such rights or remedies as the appealing party may have with respect to such claim, dispute or other matter in accordance with applicable Laws and Regulations within sixty days of the date of such 22 EJCDC GENERAL CONDITIONS 19t0-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) decision, unless otherwise agreed in writing by OWNER and CONTRACTOR. 9.12. When functioning as interpreter and judge under paragraphs9.10 and 9.11, ENGINEER will not show partiality to OWNER or CONTRACTOR and will not be liable in connection with any interpretation or decision rendered in good faith in such capacity. The rendering of a decision by ENGINEER pursuant to paragraphs 9.10 or 9.11 with respect to any such claim, dispute or other matter (except any which have been waived by the making or acceptance of final payment as provided in paragraph.]4.15) will be, a condition precedent to any exercise by OWNER or CONTRACTOR of such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any such claim, dispute or other matter pursuant to Artiela46. 9.13. Limitations on ENGINEER's Authority and Responsibilities. 9.13.1. Neither ENGINEER's authority or responsibility under this Article 9'or under any other provision of the Contract Documents nor any decision made by ENGINEER in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise or performance of any authority or responsibility by ENGINEER shall create, impose or give rise to any duty owed by ENGINEER to CONTRACTOR, any Subcontractor, any Supplier, any other person or organization, or to any surety for or employee or agent of any of them. 9.13.2. ENGINEER will not supervise, direct, control or have authority over or 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. ENGINEER will not be responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. 9.13.3. ENGINEER will not be responsible for the acts or omissions of CONTRACTOR or of any Subcontractor, any Supplier, or of any other person or organization performing or furnishing any of the Work. 9.13.4. ENGINEER's review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, Bonds and certificates of inspection, tests and approvals and other documentation required to be delivered by paragraph 14.12 will only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests and approvals that the results certified indicate compliance with, the Contract Documents. 9.13.5. The limitations upon authority and responsibility set forth in this paragraph 9.13 shall also apply to ENGINEER's Consultants, Resident Project Representative and assistants. ARTICLE 10—CFIANGES IN THE WORD 10.1. Without invalidating the Agreement and without notice to any surety, OWNER may, at any time or from time to time, order additions, deletions or revisions in the Work. Such additions, deletions or revisions will be authorized by a Written Amendment, a Change Order, or a Work Change Directive. Upon receipt of any such document, CONTRACTOR shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). 10.2. If OWNER and CONTRACTOR are unable to agree as to the extent, if any, of an adjustment in the Contract Price or an adjustment of the Contract Times that should be allowed as a result of a Work Change Directive, a claim may be made therefor as provided in Article 11 or Article 12. 10.3. CONTRACTOR shall not be entitled to an increase in the Contract Price or an extension of the Contract Times with respect to any Work performed that is not required by the Contract Documents as amended, modified and supplemented as provided in paragraphs 3.5 and 3.6, except in the case of an emergency as provided in paragraph 6.23 or in the case of uncovering Work as provided in paragraph 13.9. 10.4. OWNER and CONTRACTOR shall execute appropriate Change Orders recommended by ENGINEER (or Written Amendments) covering: 10.4.1. changes in the Work which are (i) ordered by OWNER pursuant to paragraph 10.1, (ii) required because of acceptance of defective Work under paragraph 13.13 or correcting defective Work under paragraph 13.14, or (iii) agreed to by the parties, 10.4.2. changes in the Contract Price or Contract Times which are agreed to by the parties; and 10.4.3. changes in the Contract Price or Contract Times which embody the substance of any written decision rendered by ENGINEER pursuant to paragraph 9.11; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal, CONTRACTOR shall carry on the Work and adhere to the progress schedule as provided in paragraph 6.29. 10.5. If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents EJCDC GENERAL: CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) (including, but not limited to, Contract Price or Contract Times) is required by the provisions of any Bond to be given to a surety, the giving of any such notice will be CONTRACTOR's responsibility, and the amount of each applicable Bond will be adjusted accordingly. ARTICLE 11—CHANGE OF CONTRACT PRICE 11.1. The Contract .Price constitutes the total compensation (subject to authorized adjustments) payable to CONTRACTOR for performing the Work. All duties, responsibilities and obligations assigned to or undertaken by CONTRACTOR shall be at CONTRACTOR's expense without change in the Contract Price. . 11.2. The Contract Price may only be changed by a Change Order or by a Written Amendment. Any claim for an adjustment in the Contract Price shall be based on written notice delivered by the party making the claim to the other party and to ENGINEER promptly (but in no event later than thirty days) after the start of the occurrence or event giving rise to the claim and stating the general nature of the claim. Notice of the amount of the claim with supporting data shall be delivered within sixty days after the start of such occurrence or event (unless ENGINEER allows additional time for claimant -to submit additional or more accurate data in support of the claim) and shall be accompanied by claimant's written statement that the adjustment claimed covers all known amounts to which the claimant is entitled as a result of said occurrence or event. All claims for adjustment, in the Contract Price shall be determined by ENGINEER in accordance with paragraph 9.11 if OWNER and CONTRACTOR cannot otherwise agree on the amount involved. No claim for an adjustment in the Contract Price will be valid if not submitted in accordance with this paragraph 11.2. 11.3. The value of any Work covered by a Change Order or of any claim for an adjustment in the Contract Price will be determined as follows: 11.3.1. 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 paragraphs 11.9.1 through 11.9.3, inclusive); 11.3.2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed payment basis, including lump sum (which may include an allowance for overhead and profit not necessarily in accordance with paragraph 11.6.2); 11.3.3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum is not reached under paragraph 11.3.2, on the basis of the Cost of the Work (determined as provided in paragraphs 11.4 and 11.5) plus a CONTRACTOR's fee for overhead and profit (determined as provided in paragraph 11.6). Cost of the Work: 11.4. The term Cost of the Work means the sum of all costs necessarily incurred and paid by CONTRACTOR in the proper performance of the Work. Except as otherwise may be agreed to in writing by OWNER such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall include only the following items and shall not include any of the costs itemized in paragraph 11.5: 1 L4.1. Payroll costs for employees in the direct employ of CONTRACTOR in the performance of the Work under schedules of job classifications agreed upon by OWNER and CONTRACTOR. Such employees shall include without limitation superintendents, foremen and other personnel employed full-time at the site. Payroll costs for employees not employed full-time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall iaslude let be limited to; salaries and wages plus the cost of fringe benefits which shall include social security contributions, unemployment, excise and payroll taxes, workers' compensation, health and reHfernent benefits;-benuse-, applicable thereto. The expenses of performing Work after regular working hours, on Saturdays Sunday or legal holidays, shall be included in the above to the extent authorized by OWNER. 11.4.2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith All cash discounts shall accrue to CONTRACTOR unless OWNER deposits funds with CONTRACTOR with which to make payments, in which case the cash discounts shall accrue to OWNER. All trade discounts, rebates and refunds and returns from sale of surplus materials and equipment shall accrue to OWNER, and CONTRACTOR shall make provisions so that they may be obtained. 11.4.3. Payments made by CONTRACTOR to the Subcontractors for Work performed or furnished by Subcontractors. If required by OWNER, 24 EJCDC GENERAL CONDITIONS 19105 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) CONTRACTOR shall obtain competitive bids from Subcontractors acceptable to OWNER and CONTRACTOR and shall deliver such bids to OWNER who will then determine, with the advice of ENGINEER, which bids, if any, will be accepted. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractors Cost of the Work and fee shall be determined in the same manner as CONTRACTOR's Cost of the Work and fee as provided in paragraphs l I A, 11.5, 11.6 and 11.7. All subcontracts shall be subject to the other provisions of the Contract Documents insofar as applicable. 11.4.4. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys and accountants) employed for services specifically related to the Work. 11.4.5. Supplemental costs including the following: 11A.5.1. The proportion of necessary transportation, travel and subsistence expenses of CONTRACTOR's employees incurred in discharge of duties connected with the Work. 11.4.5.2. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office and temporary facilities at the site and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost less market value of such items used but not consumed which remain the property of CONTRACTOR 11.4.5.3. Rentals of all construction equipment and machinery and the parts thereof whether rented from CONTRACTOR or others in accordance with rental agreements approved by OWNER with the advice of ENGINEER, and the costs of transportation, loading, unloading, installation, dismantling and removal thereof -all in accordance with terms of said rental agreements. The rental of any such equipment, machinery or parts shall cease when the use thereof is no longer necessary for the Work. 11.4.5.4. Sales, consumer, use or similar taxes related to the Work, and for which CONTRACTOR is liable, imposed by Laws and Regulations. 11.45.5. Deposits lost for causes other than negligence of CONTRACTOR, any Subcontractor or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. 11.4.5.6. Losses and. damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by CONTRACTOR in connection with the performance and furnishing of the Work (except losses and damages within the deductible amounts of property insurance established by OWNER in accordance with paragraph 5.9), provided they have resulted from causes other than the negligence of CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of OWNER No such losses, damages and expenses shall be included in the Cost of the Work for the purpose of determining CONTRACTOR's fee. Il; however, any such loss or damage . requires reconstruction and CONTRACTOR is placed in charge thereof; CONTRACTOR shall be paid for services a fee proportionate to that stated in paragraph 11.6.2. 11.4.5.7. The cost of utilities, fuel and sanitary facilities at the site. 11.4.5.8. Minor expenses such as telegrams, long distance telephone calls, telephone service at the site, expressage and similar petty cash items in connection with the Work. 11.45.9. Cost of premiums for additional Bonds and insurance required because of changes in the Work. 11.5. The term Cost of the Work shall not include any of the following: 11.5.1. Payroll costs and other compensation of CONTRACTOR's officers, executives, principals (of partnership and sole proprietorships), general managers, engineers, architects, estimators, attorneys, auditors, accountants; purchasing and contracting agents, expediters, timekeepers, clerks and other personnel employed by CONTRACTOR whether at the site or in CONTRACTOR's principal or a branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in paragraph 11.4.1 or specifically covered by paragraph 11.4.4—all of which are to be considered administrative costs covered by the CONTRACTOR's fee. 11.5.2. Expenses of CONTRACTOR's principal and branch offices other than 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 and charges against CONTRACTOR for delinquent payments. 11.5.4. Cast of premiums for all Bonds and for all insurance whether or not CONTRACTOR is required by the Contract Documents to purchase and maintain the same (except for the cost of premiums covered by subparagraph 11.4.5.9 above). EJCDC GENERAL CONDITIONS 1910-8 (1990 E(ition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 11.5.5. Costs due to the negligence of CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied and making good any damage to property. 11.5.6. Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in paragraph 11.4. 11.6. The CONTRACTOR's fee allowed to CONTRACTOR for overhead and profit shall be determined as follows: 11.6.1. a mutually acceptable fixed fee; or 11.6.2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: 11.6.2.1. for costs incurred under paragraphs 11.4.1 and 11.4.2, the CONTRACTOR's fee shall be fifteen percent; 11.6.2.2. for costs incurred under paragraph 11.4.3, the CONTRACTOR's fee shall be five percent; 11.6.2.3. where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of paragraphs 11.4.1, 11.4.2, 11.4.3 and 11.6.2 is that the Subcontractor who actually performs or furnishes the Work, at whatever tier, will be paid a fee of fifteen percent of the costs incurred by such Subcontractor under paragraphs 11.4.1 and 11.4.2 and that any higher tier Subcontractor and CONTRACTOR will each be paid a fee of five pereent of the amount paid to the ne,,4 ,, wef tier- S.:r.,.entr. ,.tar. to be negotiated in Qood faith with the OWNER but not to exceed five percent of the amount paid to the next lower tier Subcontractor. 11.6.2.4. no fee shall be payable on the basis of costs itemized under paragraphs 11.4.4, 11.4.5 and 11.5; 11.6.2.5. the amount of credit to be allowed by CONTRACTOR to OWNER for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in CONTRACTOR's fee by an amount equal to five percent of such net decrease; and 11.6.2.6. when both additions and credits are involved in any one change, the adjustment in CONTRACTOR's fee shall be computed on the basis of the net change in accordance with paragraphs 11.6.2.1 through 11.6.2.5, inclusive. 11.7. Whenever the cost of any Work is to be 25 determined pursuant to paragraphs 11.4 and 11.5, CONTRACTOR will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in form acceptable to ENGINEER an itemized cost breakdown together with supporting data. Cash Allowances: 11.8. It is understood that CONTRACTOR has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be furnished and performed for such sums as may be acceptable to OWNER and ENGINEER CONTRACTOR agrees that: . 11.8.1. the allowances include the cost to CONTRACTOR (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the site, and all applicable taxes, and 11.8.2. CONTRACTOR's costs for unloading and handling on the site, labor, installation costs, overhead, profit and other expenses contemplated for the allowances have been included in the Contract Price and not in the allowances and no demand for additional payment on account of any of the foregoing will be valid. Prior to final payment, an appropriate Change Order will be issued as recommended by ENGINEER to reflect actual amounts due CONTRACTOR on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.9. Unit Price Work. 11.9.1. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the established unit prices for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Rice. Determinations of the actual quantities and classifications of Unit Price Work performed by CONTRACTOR will be made by ENGINEER in accordance with paragraph 9.10. 11.9.2. Each unit price will be deemed to include an amount considered by CONTRACTOR to be adequate to cover CONTRACTOR's overhead and profit for each separately identified item. 11.9.3.OWNER or CONTRACTOR may make a claim for an adjustment in the Contract Rice in accordance with Article 11 if: 11.9.3.1. the quantity of any item of Unit Price Work performed by CONTRACTOR differs materially and significantlyfrom the estimated quantity of such item indicated in the Agreement; �6 EJCDC GENERAL CONDITIONS 1910-8 (1990 Ed lion) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) and 11.9.3.2. there is no corresponding adjustment with respect to any other item of Work; and 11.9.3.3. if CONTRACTOR believes that CONTRACTOR is entitled to an increase in Contract Price as a result of having incurred additional expense or OWNER believes that OWNER is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. 11.9.3.4. CONTRACTOR acknowledges that the OWNER has the right to add or delete items in the Bid or change quantities at OWNER'S sole discretion without affecting the Contract Price of any remaining item so long as the deletion or addition does not exceed twenty-five percent of the original total Contract Price. ARTICLE 12--CHANGE OF CONTRACT TIMES 12.1. The Contract Times (or Milestones) may only be changed by a Change Order or a Written Amendment. Any claim for an adjustment of the Contract Times (or Milestones) shall be based on written notice delivered by the parry making the claim to the other party and to ENGINEER promptly (but in no event later than thirty days) after the occurrence of the event giving rise to the claim and stating the general nature of the claim. Notice of the extent of the claim with supporting data shall be delivered within sixty days after such occurrence (unless ENGINEER allows additional time to ascertain more accurate data in support of the claim) and shall be accompanied by the claimant's written statement that the adjustment claimed is the entire adjustment to which the claimant has reason to believe it is entitled as a result of the occurrence of said event. All claims for adjustment in the Contract Times (or Milestones) shall be determined by ENGINEER in accordance with paragraph 9.11 if OWNER and CONTRACTOR cannot otherwise agree. No claim for an adjustment in the Contract Times (or Milestones) will be valid if not submitted in accordance with the requirements of this paragraph 12.1. 12.2. All time limits stated in the Contract Documents are of the essence of the Agreement. 12.3. Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of CONTRACTOR, the Contract Times (or Milestones) will be extended in an amount equal to time lost due to such delay if a claim is made therefor as provided in paragraph 12.1. Delays beyond the control of CONTRACTOR shall include, but not be limited to, acts or neglect by OWNER, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions or acts of God. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of CONTRACTOR. 12.4. Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of both OWNER and CONTRACTOR, an extension of the Contract Times (or Milestones) in an amount equal to the time lost due to such delay shall be CONTRACTOR's sole and exclusive remedy for such delay. In no event shall OWNER be liable to CONTRACTOR, any Subcontractor, any Supplier, any other person or organization, or to any surety for or employee or agent of any of them, for damages arising out of or resulting from (i) delays caused by or within the control of the CONTRACTOR, or (ii) delays beyond the control of both parties including, but not limited to, fires, floods, epidemics, abnormal weather conditions, acts of God or acts or neglect by utility owners or other contractors performing other work as contemplated by Article 7. ARTICLE 13--TESTS AND INSPECTIONS; CORRECTION, REMOVAL, OR ACCEPTANCE OF DEFECTIVE WORK 13.1. Notice of Defects: Prompt notice of all defective Work of which OWNER or ENGINEER have actual knowledge will be given to CONTRACTOR All defective Work may be rejected, corrected or accepted as provided in this Article 13. Access to Work: 13.2. OWNER, ENGINEER, ENGINEER's Consultants, other representatives and personnel of OWNER, independent testing laboratories and goverrunental agencies with jurisdictional interests will have access to the Work at reasonable time for their observation, inspecting and testing. CONTRACTOR shall provide them proper and safe conditions for such access and advise them of CONTRACTOR's site safety procedures and programs so that they may comply therewith as applicable. Tests and Inspections: 13.3. CONTRACTOR shall give ENGINEER timely notice of readiness of the Work for all required inspections, tests or approvals, and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. 13.4. OWNER shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents except: 13.4.1.. for inspections, tests or approvals covered by paragraph 13.5 below; 13.4.2. that costs incurred in connection with tests or inspections conducted pursuant to paragraph 13.9 EJCDC GENERAL CONDITIONS 1910-8 (1990.Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) below shall be paid as provided in said paragraph 13.9; and 13.4.3. as otherwise specifically provided in the Contract Documents. 13.5. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected; tested or approved by an employee or other representative of such public body, CONTRACTOR shall assume full responsibility for arranging and obtaining such inspections, tests or approvals, pay all costs in connection therewith, and furnish ENGINEER the required certificates of inspection, or approval. CONTRACTOR shall also be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests or approvals required for OWNER's and ENGINEER's acceptance of materials or equipment to be incorporated in the Work, or of materials, mix designs, or equipment submitted for approval prior to CONTRACTOR's purchase thereof for incorporation in the Work. 13.6. If any Work (or the work of others) that is to be inspected, tested or approved is coveted by CONTRACTOR without written concurrence of ENGINEER, it must, if requested by ENGINEER, be uncovered for observation. 13.7. Uncovering Work as provided in paragraph 13.6 shall be at CONTRACTOR's expense unless CONTRACTOR has given ENGINEER timely notice of CON.TRACTOR's intention to cover the same and ENGINEER has not acted with reasonable promptness in response to such notice. Uncovering Work: 13.8. If any Work is covered contrary to the written request of ENGINEER, it must, if requested by ENGINEER, be uncovered for ENGINEER's observation and replaced at CONTRACTOR's expense. 13.9. If ENGINEER considers it necessary or advisable that covered Work be observed by ENGINEER or inspected or tested by others, CONTRACTOR, at ENGINEER's request, shall uncover, expose or otherwise make available for observation, inspection or testing as ENGINEER may require, that portion of the Work in question, furnishing all necessary labor, material and equipment. If it is found that such Work is defective, CONTRACTOR shall pay all claims, costs, losses and damages caused by, arising out of or resulting from such uncovering, exposure, observation, inspection and testing and of satisfactory replacement or reconstruction, (including but not limited to all costs of repair or replacement of work of others); and OWNER shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof may make a claim therefor as provided in Article 11. If, however, such Work is not found to be defective, CONTRACTOR shall be allowed an increase in the Contract Price or an extension of the Contract Times (or Milestones), or both, directly attributable to such 27 uncovering, exposure, observation, inspection, testing, replacement and reconstruction; and, if the parties are unable to agree as to the amount or extent thereof, CONTRACTOR may make a claim therefor as provided in Articles 11 and 12. OWNER blay Stop the Work: 13.10. If the Work is defective, or CONTRACTOR fails to supply sufficient skilled workers or suitable materials or equipment, or fails to furnish or perform the Work in such'a way that the completed Work will conform to the Contract Documents, OWNER may order CONTRACTOR to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of OWNER to stop the Work shall not give rise to any duty on the part of OWNER to exercise this right for the benefit of CONTRACTOR or any surety or other party. Correction or Removal of Defective Work: 13.11. If required by ENGINEER, CONTRACTOR shall promptly, as directed, either correct all defective Work, whether or not fabricated, installed or completed, or, if the Work has been rejected by ENGINEER, remove it from the site and replace it with Work that is not defective. CONTRACTOR shall pay all claims, costs, losses and damages caused by or resulting from such correction or removal (including but not limited to all costs of repair or replacement of work of others). 13.12. Correction Period: 13.12.1.If within one yeas two 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, any Work is found to be defective. CONTRACTOR shall promptly, without cost to OWNER and in accordance with OWNER's written instructions: (i) correct such defective Work, or, if it has been rejected by OWNER, remove it from the site and replace it with Work that is not defective, and (ii) satisfactorily correct or remove and replace any damage to other Work or the work of others resulting therefrom. If CONTRACTOR does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, OWNER may have the defective Work corrected or the rejected Work removed and replaced, and all claims, costs, losses and damages caused by or resulting from such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by CONTRACTOR 13.12.2.In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications or by Written Amendment. 12.3. Where defective Work (and damage to other 28 EJCDC GENERAL CONDITIONS 191M (1990 Edition) w( CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) Work resulting therefrom) has been corrected, removed or replaced under this paragraph 13.12, the correction period hereunder with respect to such Work will be extended for an additional period of one ye two vears after such correction or removal and replacement has been satisfactorily completed. Acceptance of Defective Work: 13.13. If, instead of requiring correction or removal and replacement of defective Work, OWNER (and, prior to ENGINEER's recommendation of final payment, also ENGINEER) prefers to accept it, OWNER may do so. CONTRACTOR shall pay all claims, costs, losses and damages attributable to OWNER's evaluation of and determination to accept such defective Work (such costs to be approved by ENGINEER as to reasonableness). If any such acceptance occurs prior to ENGINEER's recommendation of final payment, a Change Order will be issued incorporating the necessary revisions in the. Contract Documents with respect to the Work, and OWNER shalt be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to. the amount thereof, OWNER may make a claim therefor as provided in Article 11. If the acceptance occurs after such recommendation, an appropriate amount will be paid by CONTRACTOR to OWNER. 0IVNER May Correct Defective Work: 13.14. If CONTRACTOR fails within a reasonable time after written notice from ENGINEER to correct defective Work or to remove and replace rejected Work as required by ENGINEER in accordance with paragraph 13.11, or if CONTRACTOR fails to perform the Work in accordance with the Contract Documents, or if CONTRACTOR fails to comply with any other provision of the Contract Documents, OWNER may, after seven days' written notice to CONTRACTOR, correct and remedy any such deficiency. In exercising the rights and remedies under this paragraph OWNER shall proceed expeditiously. In connection with such corrective and remedial action, OWNER may exclude CONTRACTOR from all or part of the site, take possession of all or part of the Work, and suspend CONTRACTOR's services related thereto, take possession of CONTRACTOR's tools, appliances, construction equipment and machinery at the site and incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid CONTRACTOR but which are stored elsewhere. CONTRACTOR shall allow OWNER, OWNER's representatives, agents and employees, OWNER's other contractors and ENGINEER and ENGINEER's Consultants access to the site to enable OWNER to exercise the rights and remedies under this paragraph. All claims, costs, losses and damages incurred or sustained by OWNER in exercising such rights and remedies will be charged against CONTRACTOR and a Change Order will he issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and OWNER shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof, OWNER may make a claim therefor as provided in Article 11. Such claims, costs, losses and damages will include but not be limited to all costs of repair or replacement of work of others destroyed or damaged by correction, removal or replacement of CONTRACTOR's defective Work. CONTRACTOR shall not be allowed an extension of the Contract Times (or Milestones) because of any delay in performance of the Work attributable to the exercise by OWNER of OWNER's rights and remedies hereunder. ARTICLE 14--PAYMENTS TO CONTRACTOR AND COMPLETION Schedule of Values. 14.1. The schedule of values established as provided in paragraph 2.9 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to ENGINEER. Progress payments on account of Unit Price Work will be based on the number of units completed. Application for Progress Payment- 14.2. At least twenty days before the date established -for each progress payment (but not more often than once a month), CONTRACTOR shall submit to ENGINEER for review an Application for Payment filled out and signed by CONTRACTOR covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. I£ payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice or other documentation warranting that OWNER has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance and other arrangements to protect OWNER's interest therein, all of which will be satisfactory to OWNER. The amount of retainage with respect to progress payments will be as stipulated in the Agreement. Any funds that are withheld by the OWNER shall not be subject to substitution by the CONTRACTOR with securities or any arrangements involving an escrow or custodianship. By executing the application for payment form the CONTRACTOR expressly waives his right to the benefits of Colorado Revised Statutes, Section 24-91-101, et Seq. CONTRACTOR's Warranty of Tide: 14.3. CONTRACTOR warrants and guarantees that title to all Work, materials and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to OWNER no later than the time of payment free and clear of all Liens. Review of Applications for Progress Payment: 14.4. ENGINEER will, within ten days after receipt each Application for Payment, either indicate in writing EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition.) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) recommendation of payment and present the Application to OWNER, or return the Application to CONTRACTOR indicating in writing ENGINEER's reasons for refusing to recommend payment. In the latter case, CONTRACTOR may make the necessary corrections and resubmit the Application. Ten days after presentation of the Application for Payment to OWNER with ENGINEER's recommendation, the amount recommended will (subject to the provisions of the last sentence of paragraph 14.7) become due and when due will be paid by OWNER to CONTRACTOR 14.5. ENGINEER's recommendation of any payment requested in an Application for Payment will constitute a representation by ENGINEER to OWNER, based on ENGINEER's on -site observations of the executed Work as an experienced and qualified design professional and on ENGINEER's'review of the Application for Payment and the accompanying data and schedules, that to the best of ENGINEER's knowledge, information and belief. 14.5.1. the Work has progressed to the point indicated, 14.5.2. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, to the results of any subsequent tests called for in the Contract Documents, to a final determination of quantities and classifications for Unit Price Work under paragraph 9.10, and to any other qualifications stated in the recommendation), and 14:5.3. the conditions precedent to CONTRACTOR's being entitled to such payment appear to have been fulfilled insofar as it is ENGINEER's responsibility to observe the Work. However, by recommending any such payment ENGINEER will not thereby be deemed to have represented that: (i) exhaustive or continuous on -site inspections have been made to check the quality or the quantity of the Work beyond the responsibilities specifically assigned to ENGINEER in the Contract Documents or (ii) that there may not be other matters or issues between the parties that might entitle CONTRACTOR to be paid additionally by OWNER or entitle OWNER to withhold payment to CONTRACTOR. 14.6. ENGINEER's recommendation of any payment, including final payment, shall not mean that ENGINEER is responsible for CONTRACTOR's means, methods, techniques, sequences or procedures ofconstruction, 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 Work, or for any failure of CONTRACTOR to perform or furnish Work in accordance with the Contract Documents. 14.7. ENGINEER may refuse to recommend the whole or any part of any payment if, in ENGINEER's opinion, it would be incorrect to make the representations to 29 ITEM # ITEM DESCRIPTION QUANTITY UNIT 1.1 MOBILIZATION, BID BOND, INSURANCE 1 LUMP SUM 2.1 CLEARING, GRUBBING, SELECTIVE HERBICIDE APPUCATION (NORTH 8 SOUTH OF ROADWAY) 134,670 SQ.FT. 2.2 CLEARING, GRUBBING, SELECTIVE HERBICIDE APPLICATION (MEDIAN ROADWAY) 33,000 SQ"FT" 2.3 GRADING AND SHAPING - MEDIAN 33,000 SQ.FT. 2.4 STORM DRAIN INLET PROTECTION 9 EACH 2.5 12' EROSION CONTROL LOGS 1,925 LIN. FT. 3.1 TYPE 1 - SEEDING AND HYDROMULCHING (EAST OF BRIDGE, INCLUDES MEDIAN) 59,580 SQ.FT. 3.2 TYPE 2 - SEEDING AND HYDROMULCHING (WEST OF BRIDGE, INCLUDES MEDIAN) 75,342 SQ.FT 3.3 TYPE 3 - PLUGS (MEDIAN ONLY; WITHIN SEED MIX TYPE 1) 3,360 EACH 3.4 TYPE 4 - PLUGS (MEDIAN ONLY) WITHIN SEED MIX TYPE 2) 2,560 EACH 3.5 PLAINS COTTONWOOD Populus sargentii 2" CALIPER 20 EACH 3.6 PLAINS COTTONWOOD Populus sargentii 3'CAUPER 12 EACH 3.7 SASKATOON SERVICEBERRY tunelaochier 0,klia #5 CONTAINER I I EACH 3.8 FOUR -WING SALTBUSH Al,iple conescense #5 CONTAINER 41 EACH 3.9 TALL BLUE RABBITBRUSH Chrymdwmnus uauseosus albicalus #5 CONTAINER 51 EACH 3,10 TALL GREEN RABBITBRUSH Chrysothamnus nou-sus gm -lens #5 CONTAINER 30 EACH ' 3.11 LOW RABBffBRUSH Chrysothamnus viscidiflorus #5 CONTAINER 36 EACH 3.12 PLAINS COTTONWOOD Populus sargentii #5 CONTAINER 21 EACH 3.13 WESTERN SANDCHERRY Prunes bessayi #5 CONTAINER 54 EACH 3.14 PAWNEE BUTTES WESTERN SANDCHERRY Prunes besseyi'Pawnee Buries' #5 CONTAINER 14 EACH 3.15 BLACK COMMON CHOKECHERRY Prunus viginiona #5 CONTAINER - 18 EACH 3.16 THREELEAF SUMAC Rhos vilabmo #5 CONTAINER 37 EACH 3.17 GOLDEN CURRANT Ribes aureum #5 CONTAINER 20 EACH " " 3.18 AMERICAN PLUM Prunus omericonu #5 CONTAINER 21 EACH 3.19 MOUNTAIN SNOWBERRY Symphoricorpos oreophilus #5 CONTAINER 5 EACH 3.20 HEAVY METAL SWITCHGRASS Panicum wgatum'Heovy Metal #1 CONTAINER 658 EACH 3.21 SHENANDOAH RED SWITCHGRASS Panicum vwga 'she d-h' #1 CONTAINER 594 EACH 3.22 LITTLE BLUESTEM GRASS Sch-hynum scoparium'Blaze #1 CONTAINER 435 EACH 3.23 INDIAN GRASS Sorghoswm nutuns #1 CONTAINER 623 EACH 4.1 TYPE 1 AGGREGATE (1.5" - T WASHED COBBLE, 3" DEEP) 17,746 SOFT. 4.2 TYPE 2 AGGREGATE (3" - 6" WASHED COBBLE, 3" DEEP) 11,119 SQ.FT 4.3 WOOD MULCH, 3' DEEP (TRANSPORT AND INSTALL ONLY) 15,885 SQ.FT 4.4 WEED BARRIER FABRIC 28,865 SQ.FT. 5.1 BACKFLOW ASSEMBLY W/ ENCLOSURE 1 EACH 5.2 1.5" MASTER VALVE ASSEMBLY 1 EACH 5.3 WINTERIZATION ASSEMBLY 1 EACH 5.4 1.5" ISOLATION GATE VALVE 3 EACH 5.5 2" ISOLATION GATE VALVE 10 EACH 5.6 3" ISOLATION GATE VALVE 3 EACH 5.7 QUICK COUPLING VALVE ASSEMBLY 27 EACH 5.8 AIR AND VACUUM RELIEF VALVE ASSEMBLY 6, EACH 5.9 36 STATION PEDESTAL MOUNT CONTROLLER 2 EACH 5.10 1.5" CLASS 200 PVC - 950 UN.FT. 5.11 2" CLASS 200 PVC 3,790 LIN.FT. 5.12 3' CLASS 200 PVC 2.020 UN.FT. 5.13 1" CUSS 160 PVC 19,700 UN.FT. 5.14 1.25' CLASS 160 PVC 1,700 HN.FT. 5.15 I.5"CLASS 160 PVC 300 LIN.FT. 5.16 2"CLASS 160 PVC, 1.010 HN.FT. 5.17 1"REMOTE CONTROL VALVE ASSEMBLY (INCLUDES WIRE) �-{11 i EACH 5.18 1.5" REMOTE CONTROL VALVE ASSEMBLY (INCLUDES WIRE) 30� EACH 5.19 RAINBIRD 1606 SPRINKLER ASSEMBLY 620 EACH 5.20 RAINBIRD 1804 SPRINKLER ASSEMBLY 52 EACH 5.21 HUNTER I-206P SPRINKLER ASSEMBLY 470 EACH 5.22 DRIP REMOTE CONTROL VALVE / FILTER ASSEMBLY (INCLUDES WIRE) 14 EACH 5.23 0.75' POLYETHYLENE DRIP TUBING 5,000 UN.FT. 5.24 DRIP FLUSH CAP ASSEMBLIES 24 EACH c,rn=c.,w ui+rm�iu�ieiirs CITY OF FORT COLLINS aq. oc«Eua.: Fo�tColUns COLORADO. o �� EAS- PROSPEC-1 ROAD LANDSCAPE IMPROVEMENTS 25 OWNER referred to in paragraph 14.5. ENGINEER may also refuse to recommend any such payment, or, because of subsequently discovered evidence or the results of subsequent inspections or tests, nullify any such payment previously recommended, to such extent as may be necessary in ENGINEER'S opinion to protect OWNER from loss because: 14.7.1. the Work is defective, or completed Work has been damaged requiring correction or replacement, 14.7.2. the Contract Price has been reduced by Written Amendment or Change Order, 14.7.3. OWNER has been required to correct defective Work or complete Work in accordance with paragraph 13.14, or 14.7.4. ENGINEER has actual knowledge of the occurrence of any of the events enumerated in paragraphs 15.2.1 through 152.4 inclusive. OWNER may refuse to make payment of the full amount recommended by ENGINEER because: 14.7.5. claims have been made against OWNER on account of CONTRACTOR's performance or furnishing of the Work, 14.7.6. Liens have been filed in connection with the Work, except where CONTRACTOR has delivered a specific Bond satisfactory to OWNER to secure the satisfaction and discharge of such Liens, 14.7.7. there are other items entitling OWNER to a set- off against the amount recommended, or 14.7.8. OWNER has actual knowledge of the occurrence of any of the events enumerated in paragraphs 14.7.1 through 14.7.3 or paragraphs 15.2.1 through 15.2.4 inclusive; but OWNER must give CONTRACTOR immediate written notice (with a copy to ENGINEER) stating the reasons for such action and promptly pay CONTRACTOR the amount so withheld, or any adjustment thereto agreed to by OWNER and CONTRACTOR, when CONTRACTOR corrects to OWNER's satisfaction the reasons for such action Substantial Completion: 14.8. When CONTRACTOR considers the entire Work ready for its intended use CONTRACTOR shall notify OWNER and ENGINEER in writing that the entire Work is substantially complete (except for items specifically listed by CONTRACTOR as incomplete) and request that ENGINEER issue a certificate of Substantial Completion. Within a reasonable time thereafter, OWNER, CONTRACTOR and ENGINEER shall make an inspection of the Work to determine the status of completion. If ENGINEER does not consider the Work substantially complete, ENGINEER will notifyCONTRACTOR in writing giving the reasons therefor. I£ ENGINEER EJCDC GENERAL CONDITIONS 1910-8 (1990Edition) 30 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) considers the Work substantially complete, ENGINEER will prepare and deliver to OWNER a tentative certificate of Substantial Completion which shall fix the date of Substantial Completion. There shall be attached to the certificate a tentative list of items to be completed or corrected before final payment OWNER shall have seven days after receipt of the tentative certificate during which to make written objection to ENGINEER as to any provisions of the certificate or attached list. If, after considering such objections, ENGINEER concludes that the Work is not substantially complete, ENGINEER will within fourteen days after submission of the tentative certificate to OWNER notify CONTRACTOR in writing, stating the reasons therefor. If, after consideration of OWNER's objections, ENGINEER considers the Work substantially complete, ENGINEER will within said fourteen days execute and deliver to OWNER and CONTRACTOR a definitive certificate of Substantial Completion (with a revised tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as ENGINEER believes justified after consideration of any objections from OWNER. At the time of delivery of the tentative certificate of Substantial Completion ENGINEER will deliver to OWNER and CONTRACTOR a written recommendation as to division of responsibilities pending final payment between OWNER and CONTRACTOR with respect, to security, operation, safety, maintenance, heat, utilities, insurance and warranties and guarantees. Unless OWNER and CONTRACTOR agree otherwise in writing and so inform ENGINEER in writing prior to ENGINEER's issuing the definitive certificate of Substantial Completion, ENGINEER's aforesaid recommendation will be binding on OWNER and CONTRACTOR until final payment 14.9. OWNER shall have the right to exclude CONTRACTOR from the Work after the date of Substantial Completion, but OWNER shall allow CONTRACTOR reasonable access to complete or correct items on the tentative list. Partial Utilization: 14.10. Use by OWNER at OWNER's option of any substantially completed part of the Work, which: (i) has specifically been identified in the Contract Documents, or (ii) OWNER, ENGINEER and CONTRACTOR agree constitutes a separately functioning and usable part of the Work that can be used by OWNER for its intended purpose without significant interference with CONTRACTOR's performance of the remainder of the Work, may be accomplished prior to Substantial Completion of all the Work subject to the following: 14.10.1.OWNER at any time may request CONTRACTOR in writing to permit OWNER to use any such part of the Work which OWNER believes to be ready for its intended use and substantially complete. If CONTRACTOR agrees that such part of the Work is substantially complete, CONTRACTOR will certify to OWNER and ENGINEER that such part of the Work is substantially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work. CONTRACTOR at any time may notify OWNER and ENGINEER in writing that CONTRACTOR considers any such part of the Work ready for its intended use and substantially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work Within a reasonable time after either such request, OWNER, CONTRACTOR and ENGINEER shall make an inspection of that part of the Work to determine its status of completion If ENGINEER does not consider that part of the Work to be substantially complete, ENGINEER will notify OWNER and CONTRACTOR in writing giving the reasons therefor. If ENGINEER considers that part of the Work to be substantially complete, the provisions of paragraphs 14.8 and 14.9 will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 14.1U. No occupancy or separate operation of part of the Work will be accomplished prior to compliance with the requirements of paragraph 5.15 in respect of property insurance. Final Inspection: 14.11. Upon written notice from CONTRACTOR that the entire Work or an agreed portion thereof is complete, ENGINEER will make a final inspection with OWNER and CONTRACTOR and will notify CONTRACTOR in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. CONTRACTOR shall immediately take such measures as are necessary to complete such work or remedy such deficiencies. Final Application for Payment: 14.12. After CONTRACTOR has completed all such corrections to the satisfaction of ENGINEER and delivered in accordance with the Contract Documents all maintenance and operating instructions, schedules, guarantees, Bonds, certificates or other evidence of insurance required by paragraph 5.4, certificates of inspection, marked -up record documents (as provided in paragraph 6.19) and other documents, CONTRACTOR may make application for final payment following the procedure for progress payments. The final Application for Payment shall be accompanied (except as previously delivered) by: (i)all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by subparagraph 5.4.13, (ii) consent of the surety, if any, to final payment, and (iii) complete and legally effectivereleases or waivers (satisfactory to OWNER) of all Liens arising out of or filed in connection with the Work. In lieu of such releases or waivers of Liens and as approved by OWNER, CONTRACTOR may furnish. receipts or releases in full and affidavit of CONTRACTOR that: (i) the releases and receipts include all labor, services, material and equipment for which a Lien could be filed, and (ii) all payrolls, material and equipment bills, and other indebtedness connected with the Work for which OWNER or OWNER's property might in any way be responsible have been paid or otherwise satisfied. If any Subcontractor or Supplier fails E]CDC GENERAL CONDITIONS 1910-8 (1990 E(fition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 412000) to furnish such a release or receipt in full, CONTRACTOR may furnish a Bond or other collateral satisfactory to OWNER to indemnify OWNER against any Lien. Releases or waivers of liens and the consent of the surety to finalize payment are to be submitted on forms conforming to the format of the OWNER'S standard forms bound in the Project manual. Final Payment andAcceptance: 14.13. If, on the basis of ENGINEER's observation of the Work during construction and final inspection, and ENGINEER's review of the final Application for Payment and accompanying documentation as required by the Contract Documents, ENGINEER is satisfied that the Work has been completed and CONTRACTOR's other obligations under the Contract Documents have been fulfilled, ENGINEER will,'within ten days after receipt of the final Application for Payment, indicate in writing ENGINEER's recommendation of payment and present the Application to OWNER for payment. At the same time ENGINEER will also give written notice to OWNER and CONTRACTOR that the Work is acceptable subject to the provisions of paragraph 14.15. Otherwise, ENGINEER will return the Application to CONTRACTOR, indicating in writing the reasons for refusing to recommend final payment, in which case CONTRACTOR shall make the necessary corrections and resubmit the Application. Thirty days after presentation to OWNER of the Application and accompanying documentation, in appropriate form and substance and with ENGINEER's recommendation and notice of acceptability, the amount recommended by ENGINEER will become due and will be paid by OWNER to CONTRACTOR subject to paragraph 17.6.2 of these General Conditions. 14.14. If through no fault of CONTRACTOR, final completion of the Work is significantly delayed and if ENGINEER so confirms, OWNER shall, upon receipt of CONTRACTOR's final Application for Payment and recommendation of ENGINEER, and without terminating the Agreement, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by OWNER for Work not fully completed or corrected is less than the retainage stipulated in the Agreement, and if Bonds have been furnished as required in paragraph 5.1, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by CONTRACTOR to ENGINEER with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims. Waiver of Claims: 14.15. The making and acceptance of final payment will constitute: 14.15.1. a waiver of all claims by OWNER against CONTRACTOR, except claims arising from unsettled Liens, from defective Work appearing after final inspection pursuant to paragraph 14.11, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from CONTRACTOR's continuing obligations under the Contract Documents; and 14.15.2. A waiver of all claims by CONTRACTOR against OWNER other than those previouslymade in writing and still unsettled. ARTICLE I5--SUSPENSION OF WORD AND TERAIINATION OWNER May Suspend Work: 15.1. At any time and without cause, OWNER may suspend the Work or any portion thereof for a period of not more than ninety days by notice in writing to CONTRACTOR and ENGINEER which will fix the date on which Work will be resumed. CONTRACTOR shall resume the Work on the date so fixed. CONTRACTOR shall be allowed an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if CONTRACTOR makes an approved claim therefor as provided in Articles 11 and 12. OWNER Nlav Terminate: 15.2. Upon the occurrence of any one or more of the following events: 15.2.1. if CONTRACTOR persistently fails to perform the Work' in accordance with the Contract. Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the progress schedule established under paragraph 2.9 as adjusted from time to time pursuant.to paragraph 6.6); 15.2.2. if CONTRACTOR disregards Laws or Regulations of any public body having jurisdiction; 15.2.3. if CONTRACTOR disregards the authority of ENGINEER; or 15.2.4. if CONTRACTOR otherwise violates in anv substantial way any provisions of the Contract Documents; OWNER may, after giving CONTRACTOR (and the surety, if any) seven days' written notice and to the extent permitted by Laws and Regulations, terminate the services of CONTRACTOR, exclude CONTRACTOR from the site and take possession of the Work and of all CONTRACTOR's tools, appliances, construction equipment and machinery at the site and use the same to the full extent they could be used by CONTRACTOR (without liability to CONTRACTOR for trespass or conversion), incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid 32 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) CONTRACTOR but which are stored elsewhere, and finish the Work as OWNER may deem expedient. In such case CONTRACTOR shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by OWNER arising out of or resulting from completing the Work such excess will be paid to CONTRACTOR If such claims, costs, losses and damages exceed such unpaid balance, CONTRACTOR shall pay the difference to OWNER. Such claims, costs, losses and damages incurred by OWNER will be reviewed by ENGINEER as to their reasonableness and when so approved by ENGINEER incorporated in a Change Order, provided that when exercising any rights or remedies under this paragraph OWNER shall not be required to obtain the lowest price for the Work performed. 15.3. Where CONTRACTOR's services have been so terminated by OWNER, the termination will not affect any rights or remedies of OWNER against CONTRACTOR then existing or which may thereafter accrue. Any retention or payment of moneys due CONTRACTOR by OWNER will not release CONTRACTOR from liability. 15.4. Upon seven days' written notice to CONTRACTOR and ENGINEER, OWNER may, without cause and without prejudice to any other right or remedy of OWNER, elect to terminate the Agreement. In such case, CONTRACTOR shall be paid (without duplication of any items): 15.4.1. for completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 15.4.2. for expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; 15.4.3. for all claims, costs, losses and damages incurred in settlement of terminated contracts with Subcontractors, Suppliers and others; and 15.4.4. for reasonable expenses directly attributable to termination. CONTRACTOR shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. CONTRACTOR May Stop Work or Terminate 15.5. . If, through no actor fault of CONTRACTOR, the Work is suspended for a period of more than ninety days by OWNER or under an order of court or other public authority, or ENGINEER fads to act on any Application for Payment within thirty days after it is submitted or OWNER fails for thirty days to pay CONTRACTOR any sum finally determined to be due, then CONTRACTOR may, upon seven days' written notice to OWNER and ENGINEER, and provided OWNER or ENGINEER do not remedy such suspension or failure within that time, terminate the Agreement and recover from OWNER payment on the same terms as provided in paragraph 15.4. In lieu of terminating the Agreement and without prejudice to any other right or remedy, if ENGINEER has failed to act on an Application for Payment within thirty days after it is submitted, or OWNER has failed for thirty days to pay CONTRACTOR any sum finally determined to be due, CONTRACTOR may upon seven days' written notice to OWNER. and ENGINEER stop the Work until payment of all such amounts due CONTRACTOR, including interest thereon The provisions of this paragraph 15.5 are not intended to preclude CONTRACTOR from making claim under Articles 11 and 12 for an increase in Contract Price or Contract Times or otherwise for expenses or damage directly attributable to CONTRACTOR's stopping Work as permitted by this paragraph. ARTICLE 16—DISPUTE RESOLUTION If and to the extent that OWNER and CONTRACTOR have agreed on the method and procedure for resolving disputes between them that may arise under this Agreement, such dispute resolution method and procedure, if any, shall be as set forth in Exhibit GC -A, "Dispute Resolution Agreement", to be attached hereto and made a part hereof. If no such agreement on the method and procedure for resolving such disputes has been reached, and subject to the provisions of paragraphs 9.10, 9.11 and 9.12, OWNER and CONTRACTOR may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any dispute. ARTICLE 17—MISCELLANEOUS Giving Notice: 17.1. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if delivered in person to the individual or to a member of the firm, or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. 17.2. Computation of Time: 17.2.L When any period of time is referred to in the Contract Documents by days, it will he computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation. EJCDC GENERAL CONDITIONS 1910-8 (1990.Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 17.2.2. A calendar day of twenty-four hours measured from midnight to the neat midnight will constitute a day. Notice of Claim: 17.3. Should OWNER or CONTRACTOR suffer injury or damage to person or property because of any error, omission or act of the other party or of any of the other party's employees or agents or others for whose acts the other party is legally liable, claim will be made in writing to the other party within a reasonable time of the first observance of such injury or damage. The provisions of this paragraph 17.3 shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitations or repose.Cunrulative Remedies. 17.4. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto, and, in particular but without limitation, the warranties, guarantees and obligations imposed upon CONTRACTOR by paragraphs 6.12, 6.16, 6.30, 6.31, 6.32, 13.1, 13.12, 13.14, 14.3 and 15.2 and all of the rights and remedies available to OWNER and ENGINEER thereunder, are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations by special warranty or guarantee or by other provisions of the Contract Documents, and the provisions of this paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right and remedy to which they apply. Professional Fees and Court Costs Included• 17.5. Whenever reference is made to "claims, costs, losses and damages", it shall include in each case, but not be limited to, all fees and charges of engineers, architects, attorneys and other professionals and all court or arbitration or other dispute resolution costs. 17.6. The laws of the State of Colorado apply to this Agreement. Reference to two pertinent Colorado statutes are as follows 17.6.1. Colorado Revised Statutes (CRS 8-17-101) require that Colorado labor be employed to perform the Work to the extent of not less than 80 percent (80%) of each type or class of labor in the several classifications of skilled and common labor employed on the priect Colorado labor means any person who is a bona fide resident of the State of Colorado at the time of employment, without discrimination as to race, color, creed, age, religion or sex 17.6.2. If a claim is filed OWNER is required by law (CRS 38-26-107) to withhold from all payments to CONTRACTOR sufficient funds to insure the payment of all claims for labor, materials, team hire, sustenance, provisions, provender, or other supplies used or consumed by CONTRACTOR or his 33 subcontractors in or about the performance of the Work. Such funds must be withheld until said claims have been paid or such claims as filed have been withdrawn, such payment or withdrawal to be evidenced by filing with OWNER a receipt in full or an order for subject of suit and lis pendens notices, and shall retain only sufficient funds to insure the payment of judgements which may result from the suit. EJCDC GENERAL CONDITIONS 1910-3 (1990 Edition) 34 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) (This page left blank intentionally.) EJCDC GENERAL CONDITIONS 1910-8 (1990 Echtiai) 35 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 36 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLL]NS MODIFICATIONS (REV 4/2000) EXHIBIT GC -A to General Conditions of the Construction Contract Between OWNER and CONTRACTOR DISPUTE RESOLUTION AGREEMENT OWNER and CONTRACTOR hereby agree that Article 16 of the General Conditions of the Construction Contract between OWNER and CONTRACTOR is amended to include the following agreement of the parties: 16.1. All claims, disputes and other matters in question between OWNER and CONTRACTOR arising out of or relating to the Contract Documents or the breach thereof (except for claims which have been waived by the making or acceptance of final payment as provided by paragraph 14.15) will be decided by arbitration in. accordance with the Construction Industry Arbitration Rules of the American Arbitration Association then obtaining, subject to the limitations of the Article 16. This agreement so to arbitrate and any other agreement or consent to arbitrate entered into in accordance herewith as provided in this Article 16 will be specifically enforceable under the prevailing law of any court having jurisdiction 16.2. No demand for arbitration of any claim, dispute or other matter that is required to be referred to ENGINEER initially for decision in accordance with paragraph 9:11 will be made until the earlier of (a) the date on which ENGINEER has rendered a written decision'or (b) the thirty-first day after the parties have presented their evidence to ENGINEER if a written decision has not been rendered by ENGINEER before that date. No demand for arbitration of any such claim, dispute or other matter will be made later than thirty days after the date on which ENGINEER has rendered a written decision in respect thereof in accordance with paragraph 9.11; and the failure to demand arbitration within said thirty days' period will result in ENGINEERS decision being final and binding upon OWNER and CONTRACTOR If ENGINEER renders a decision after arbitration proceedings have been initiated, such decision may be entered as evidence but will not supersede the arbitration proceedings, except where the decision is acceptable to the parties concerned. No demand for arbitration of any written decision of ENGINEER rendered in accordance with paragraph 9.10 will be made later than ten days after the party making such demand has delivered written notice of intention to appeal as provided in paragraph 9.10. 16.3. Notice of the demand for arbitration will be filed in writing with the other party to the Agreement and with the American Arbitration Association, and a copy will be sent to ENGINEER for information The demand for arbitration will be made within the thirty -day or ten-day period specified in paragraph 162 as applicable, and in all other cases within a reasonable time after the claim, dispute or other matter in question has arisen, and in no event shall any such demand be made after the date when institution of legal or equitable proceedings based on such claim, dispute or other matter in question would be barred by the applicable statute of limitations. EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 16A. Except as provided in paragraph 16.5 below, no arbitration arising out of or relating to the Contract Documents shall include by consolidation, joinder or in any other manner any other person or entity (including ENGINEER, ENGINEERS Consultant and the officers, directors, agents, employees or consultants of any of them) who is not a party to this contract unless: 16.4.1. the inclusion of such other person or entity is necessary if complete relief is to be afforded among those who are already parties to the arbitration, and 16.4.2. such other person or entity is substantially involved in a question of law or fact which is common to those who are already parties to the arbitration and which will arise in such proceedings, and 16.4.3: the written consent of the other person or entity sought to be included and of OWNER and CONTRACTOR has been obtained for such inclusion, which consent shall make specific reference to this paragraph; but no such consent shall constitute consent to arbitration of any dispute not specifically described in such consent or to arbitration with any party not specifically identified in such consent. 16.5. Notwithstanding paragraph 16.4, if a claim, dispute or other matter in question between OWNER and CONTRACTOR involves the Work of a Subcontractor, either OWNER or CONTRACTOR may join such Subcontractor as a party to the arbitration between OWNER and CONTRACTOR hereunder. CONTRACTOR shall include in all subcontracts required by paragraph 6.11 a specific provision whereby the Subcontractor consents to being joined in an arbitration between OWNER and CONTRACTOR involving the Work of such Subcontractor. Nothing in this paragraph 16.5 nor in the provision of such subcontract consenting to joinder shall create any claim, right or cause of action in favor of Subcontractor and against OWNER, ENGINEER or ENGINEERS Consultants that does not otherwise exist. 16.6. The award rendered by the arbitrators will be final, judgment may be entered upon it in any court having jurisdiction thereof, and it will not be subject to modification or appeal. 16.7. ' OWNER and CONTRACTOR agree that they shall lust submit any and all unsettled claims, counterclaims, disputes and other matters in question between them arising out of or relating to the Contract Documents or the breach thereof ('disputes"), to mediation by the American Arbitration Association under the Construction Industry Mediation Rules of the American Arbitration Association prior to either of them initiating against the other a demand for arbitration pursuant to paragraphs 16.1 through 16.6, unless delay in initiating arbitration would irrevocably prejudice one of the parties. The respective thirty and ten day time limits within which to file a demand for arbitration as provided in paragraphs 16.2 and 16.3 above shall be suspended with respect to a dispute submitted to mediation within those same applicable time limits and shall remain suspended until ten days after the termination of the mediation. The mediator of any dispute submitted to mediation under this Agreement shall not serve as arbitrator of such dispute unless otherwise agreed. GC -Al EJCDC GENERAL CONDITIONS I910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/94) GC -Al SE SECTION 00800 SUPPLEMENTARY CONDITIONS �. TYPICAL GRADING SECTION THRU ALL MEDIANS i sc,uf: In•-rr,• j2 TREE PLANTING 1 �•lNATIVE ORNAMENTAL GRASS PLANTINGj NiS. GENERAL NOTES I, play+moraiolsMll Min ar.wdnma.+rM1 /w+:pv:Arshmr b. Nr.vrhav GnvGvb. >. Smdal arm, vFvll by npwW . 11uaoromwr: pgrup'rnyovorr rrysm, All d.rvb Gde vml nva+o be lr,gaW wm an awwvrk brp m:. iM Ingvnm pbn d"ll be ndo..d o.d appwred br rm C'nr o(i+. Cdvu. 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II«Cmmcrm JwY mne 1, rarayeemmm�icn mo<ral.'ndatlirp bu. and bm red ro zed+<m ewdrre4 depvrned a+ zHv+e .o.otic. W'n NOwe,eM meb roremeeu ♦ vea.M.c vur.oerrm Wrws•vemr.ovca oW nbaw Wm. rnrbl brro eraa .wtiq av ]O.am ,vr%,aml+)ewll Le aaaed on dvlw vcrl'uq,canna<+inn mainmr✓aWrmnrialdaaae. Mr darapumrorhua u.uny, nroLA i W orxa�•W I by rvmir«l ro bane xwrr emery <wJ.xwu, aqr ro ivd.ornylnas. . zmra.nlo ♦raArao- of Wlnuedro m;,l ry n,Wmr i:w .'rM 1' I M1 N,.d.nW 11 U ndanyAwr mrvllorm ran, .eeJFnvrrvlbv rnvd.eNv rauddnp vnd dmvbl.:ng wrmran. daros,a Ara cm la vcd norwl h.r6cav ovPAwuvn lydwnawn. o ]1. iLe risen W v:nn a me cmnraclon arm moll he clmnvd dhbrir pmnaW br dre wvbn br xis Camrmo•v rhn mAm appmr.nry. a r.edanlr. rMde Cur la the ,, brrr ia,hdlrk war be lvNo- wnN do tln r:n md�rrv+e dvya.witllr�lwx Lv Nn CmrrarWzrmw+vr.b;4M<np.Je rMrvrmzar gaynznr and maeno'.rw nnda:o-.ily clvanrro rmdm ravel :u q:Ae wgnz. tA. Clrr .«d.m m<J. ra If IxG OBI. Ir+Cr.+:.w:a mwr,gn a rr,nru..,m m. nrr,een: dywn,rs,rr v�or ra r.:uueq cr,.gr:+n J me c,.en arms �..rW b, rF. C�Nrocrw tiro Bx Mwmrxs lmm xu Grr4 fra,aa x<pezexerin.rM1e Prgsn Nepms .:Y bn:pv Smev Cepo-rmnr r+evp:Le evnnq rm1d3]0.B[an a..+. the nu..mmr ga, eawe„+o.r Ht M1wr•if>YO[lq. ih Cmrrsw.nY Se ta<'. rAoN.d lw x<ewrm rrra,,. n NATIVE GRASS PLUG PLANTING PATTERN $ .Lrs. PLANT LIST tlaa.d None Comron W.w 9bs or r9arry Hoer Gsa-n p,CIDUouS Cum�i IP[ES ro lrC Pc�b, wrvu✓i Pwim Carrwv.acd J'Cal. Bfi ]O rose w, wgmri bra, eann.aae �cd. 1. anti Mr y Lo. Senreunr ♦5 Con. II AT CWrq Sab,rF ♦5 Conr. CNn, Cnrx o nnaa,m,r. in.l buo lGbL bn,h Conr yl C ✓uoAonnm mamma p I , nll Gem xcbbmrvdr ]0 Cn GP I Np b'k nM1 Lan+. !d pOnC 5'r (Pcyi"i „ ^✓�.: '➢'o n.0 md1 CanCorn. PP 6[ }rLn _ ,,_r�w.d.r �yorrh'fi:rry . >x PB Br.nm Pa.w. PaM e,wn Sura.• Grnr. PNN Lr� Ybcl Cnmmc thlxlrry r Co-n. rr iP ilw,emem» Il.m.ai3wac IS Can+. ]I Wken Cwmm Cmr. s, wn%wn ♦5 Sti 11 OR Srmz+w:no wmm.lm nbwmhSnoNwr.. .5 Canr, a aA Sr, Ppnrron nNaram Snvno:amA' Ynd Snvh Gnu nl Cm: 65d Pen'rarn mGmam'lleay Ford MeW blm S.rirJr Gru. ♦ Cmr. y9. C SC Wwe Urrle tllavnem Gnu uy SO NU oughum nrnmarN Falon Cmu +1 Conr. t[J SEED MIXES APE I SEED rNx.5lrOBi MUSS' bidmm� Gnro wr:pma.rlo ]5x ._O Ib,. P 0olbb9m, bae:bm eocMax ]yA 13 A a b,. Pt &ue Gun,u &+nebav g•a<In m Y.A 0.91U.PG/rxWe IrdoW fabvnu DnFi+5, aMec 15'9 I.a Pu. NS(mre ODI Y r9.b br. rM1s/me tt0.l5ffD Fa%-T:.LLG.p0.16' p bluvvre n Nvxgw . paardil TV ]-.1.—PLUG x I ni. alw.n ylm Aw rallanr�p plop plomip a,.paaab zsx axB aaad >"-• xm,a' �earr,laan xsx e+o xF.. Gurr,u xa..low vrua ;x a.g rnbW Srbro.. DivaNn �:amr.e BSA BPO ,� z wed m�• aba.p. a.a rk o!b.'rng dw pbmngr gran va.< Ise S..ikAg�u a8'M S un aiB aFm,»m to rap B v ran oz9w ue Im5 wFnxn o.F. Sx¢i J+ CITY OF FORT COLLINS g tE I EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS ,:nax<D«w prwn.r.>oln!->:xx COLORADO G --,-s osxE: o:B��l'oe-- L9 fa. pvpl 5uuv 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. 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). 5.4.9This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL). Rev10/20/07 Section 00.800 Page 1 SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950Contract Change Order 00960Application for Payment Rev 10/20/07 SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: CONTRACTOR: PROJECT NUMBER: 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 0.00 TOTAL PENDING CHANGE ORDER 0.00 TOTAL THIS CHANGE ORDER 0.00 TOTAL % OF THIS CHANGE ORDER TOTAL C.O.% OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST $ 0.00 (Assuming -all change orders approved) ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: Project Manager REVIEWED BY: Title: APPROVED BY: Title: APPROVED BY: Purchasing Agent over $30,000 cc: City Clerk Contractor Project File Architect Engineer Purchasing DATE: DATE: DATE: DATE: Rev 10/20/07 Section 00950 Page 1 Section 00960 APPLICATION FOR PAYMENT PAGE 1 OF 4 OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: ENGINEER: CONTRACTOR: PERIOD ENDING: PROJECT NUMBER: CHANGE ORDERS Application is made for Payment as shown below in connection with Contract The present status of the account for this Contract is as NUMBER DATE AMOUNT follows: 1 2 Original Contract Amount: 3 Net Change by Change Order: Current contract Amount: $0.00 Total Completed and Stored to Date: Less Previous Applications: Amount Due this Application - Before Retainage: $0.00 Less Retainage: Net Change by Change Order $0.00 AMOUNT DUE THIS APPLICATION: $0.00 CERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract. The above Amount Due This Application is requested by the CONTRACTOR. Date: By: Payment of the above Amount Due This Application is recommended by the ENGINEER. Date: By: Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager. Date: By: Payment of the above Amount Due This Application is approved by the OWNER. Date: By: APPLICATION FOR CONTRACT AMOUNTS PAYMENT PAGE 2 OF 4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit Number Description Quantity Units Price Amount Qty. Amount Qty. Amount Qty. Amount Period To Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 Rev 10/20/07 Section 00950 Page 2 CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit To Number Description Quantity Units Price Amount Qty. Amount Qty. Amount Qty. Amount Period Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 1 $0.00 $0.00 $0.00 $0.00 TOTALS CHANGE ORDERS $0.00 $0.00 $0.00 $0.00 $0.00 PROJECT TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 STORED MATERIALS PAGE 4 OF 4 Rev 10/20/07 Section 00950 Page 3 SUMMARY On Hand Received Installed Item Invoice Previous This This Number Number Description Application Period Period On Hand This Application $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0. 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 Rev 10/20/07 Section 00950 Page 4 9:1031010"A"i -0I Fort Collins East Prospect Road Landscape Improvements IHA nE51GN It;CGR'tJRP.i[C Page left intentionally blank East Prospect Road — Landscape Improvements TABLE OF CONTENTS DIVISION l - GENERAL REQUIREMENTS 00851 Drawings Index 01100 Summary 01270 Unit Prices 01310 Project Management and Coordination 01330 Submittal Procedures 01500 Temporary Facilities and Controls 01770 Closeout Procedures 01781 Project Record Documents 01820 Demonstration and Training DIVISION 2 - SITE CONSTRUCTION 02230 Site Clearing 02550 Hydro Mulching 02810 Landscape Irrigation System 02920 Lawns and Grasses 02930 Exterior Plants END OF SECTION TABLE OF CONTENTS SECTION 00010 - 1 Aq.. CITY OF FORT COLLINS, COLORADO E�Ida. EAST PRCSPECT ROAD LAAOSC'4PE IMPRI)VEMENTS IR5 FIRIG.�Tloil PLAID Page left intentionally blank East Prospect Road — Landscape Improvements DIVISION 1 GENERAL REQUIREMENTS Page left intentionally blank East Prospect Road — Landscape Improvements SECTION 00851 - DRAWINGS INDEX PART 1-GENERAL 1.01 DRAWINGS INDEX A. The following are the Drawings which describe the work to be performed under this Contract. CS 1 Cover Sheet, Design Team Directory, Sheet Index BID TAB Bid Tabulation L1 Landscape Plan L1 Landscape Plan L2 Landscape Plan L3 Landscape Plan L4 Landscape Plan L5 Landscape Plan L6 Landscape Plan L7 Landscape Plan L8 Landscape Plan L9 Landscape details,.Plant List, General Notes IRO Irrigation Notes and Legend IR1 Irrigation Plan IR2 Irrigation Plan IR3 Irrigation Plan IR4 Irrigation Plan IR5 Irrigation Plan _ IR6 Irrigation Plan IR7 Irrigation Plan IR8 Irrigation Plan IR9 Irrigation Details IR10 Irrigation Details IR11 Irrigation Details IR12 Irrigation Details E1 Erosion Control Plan E2 Erosion Control Plan E3 Erosion Control Plan E4 Erosion Control Plan E5 Erosion Control Plan E6 Erosion Control Plan E7 Erosion Control Plan E8 Erosion Control Plan E9 Erosion Control Plan DRAWINGS INDEX SECTION 00851- 1 East Prospect Road — Landscape Improvements PART 2 - PRODUCTS Not Used. PART 3 - EXECUTION Not Used. END OF SECTION DRAWINGS INDEX SECTION 00851- 2 East Prospect Road - Landscape Improvements . SECTION 01100 - SUMMARY PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section includes the following: 1. Work covered by the Contract Documents. 2. Type of the Contract. 3. Work phases. 4. Work under other contracts. 5. Products ordered in advance. 6. Owner -furnished products. 7. Use of premises. 8. Owner's occupancy requirements. 9. Work restrictions. 10. Environmental Controls. B. Related Sections include the following: 1. Division 1 Section "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities. 1.03 WORK COVERED BY CONTRACT DOCUMENTS A. Project Identification: East Prospect Road — Landscape Improvements 1. Project Location: East Prospect Road between Poudre River Bridge (adjacent Riverbend Ponds and Cottonwood Hollow Natural Area) and Summit View Drive, Fort Collins, Colorado. B. Owner: City of Fort Collins 1. Owner's Representative: Engineering Department 281 North College Avenue Fort Collins, CO 80524 Kyle Lambrecht, P.E. 970.221.6605 klambrecht@fc,izov.com SUMMARY 01100 - 1 East Prospect Road — Landscape Improvements C. Landscape Architect: BHA Design, Inc. 1. 1603 Oakridge Drive Fort Collins, CO 80525 Jeff Kroeger 970.223.7577 jkroeger@bhadesi ng com D. The Work consists of the following: 1. The Work includes site clearing, landscaping, sprinkler irrigation, mulching, seeding, and hydro mulching. 1.04 TYPE OF CONTRACT A. Project will be constructed under a single prime contract. 1. East Prospect Road — Landscape Improvements Project 1.05 WORK PHASES — project will be constructed in one phase. 1.06 PRODUCTS ORDERED IN ADVANCE — N/A. 1.07 OWNER -FURNISHED PRODUCTS A. Traffic Control will be provided by the Owner. 1.09 USE OF PREMISES A. General: Contractor shall have limited use of premises for construction operations as indicated on Drawings by the Contract limits. B. Use of Site: Limit use of premises to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the,Work is indicated. 1. .Limits: Confine constructions operations to areas within the Right -of -Way, or where shown on the Drawings. 2. Owner Occupancy: Allow for Owner occupancy of Project site and use by the public. 3. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. a. Schedule deliveries to minimize use of driveways and entrances. b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on -site. SUMMARY 01100 - 2 East Prospect Road — Landscape Improvements 1.10 OWNER'S OCCUPANCY REQUIREMENTS A. Full Owner Occupancy: Owner will occupy site during entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's day-to-day operations. Maintain existing exits, unless otherwise indicated. Maintain access to existing sidewalks, trails, bike lanes. Do not.close or obstruct without written permission from Owner and authorities having jurisdiction. Provide not less than 72 hours' notice to Owner of activities that will affect Owner's operations. B. Owner Occupancy of Completed Areas of Construction: Owner reserves the right to occupy and to place and install equipment in completed areas as necessary, before Substantial Completion, provided such occupancy does not interfere with completion of the Work. Such placement of equipment and partial occupancy shall not constitute acceptance of the total Work. 1.11 WORK RESTRICTIONS A. On -Site Work Hours: Standard work hours are 7 AM to 6 PM, Monday through Friday. No work shall be permitted on weekends or holidays without written approval from the Project Manager. Work activity done at times other than during normal working hours may require reimbursement to the City for the overtime cost to the City. Work requests beyond normal working hours must be submitted to the Project Manager a minimum of five (5) working days prior to the requested date. B. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: Do not proceed with utility interruptions without Owner's written permission. 1.12 ENVIRONMENTAL CONTROLS A. The work of this section consists of obtaining permits and providing environmental controls consistent with regulatory permits through the duration of the work required under this project. Dust Control Application: a. The Contractor shall execute work by methods to minimize raising dust from construction operations. b. - The Contractor shall provide and apply dust control at all times, including evenings, holidays and weekends, as required to abate dust nuisance on and about the site that is a direct result of construction activities. The use of non -approved chemicals, oil, or similar palliatives will not be allowed. Dust control agents may be used only after prior approval of the Owner. The Contractor shall be required to provide sufficient quantities of equipment and personnel for dust control sufficient to prevent dust nuisance on and about the site. SUMMARY 01100 - 3 East Prospect Road — Landscape Improvements The Owner will have authority to order dust control work whenever in its opinion it is required, and there shall be no additional cost to the Owner. The Contractor shall be expected to maintain dust control measures effectively whether the Owner or Engineer specifically orders such Work. 2. Preservation of Natural Features: Confine operations as much as possible. Exercise special care to maintain natural surroundings in an undamaged condition. Within the work limits, barricade trees, rock outcroppings, and natural features to be preserved. 3. Housekeeping: Keep project neat; orderly, and in a safe condition at all times. Store and use equipment, tools, and materials in a manner that does not present a hazard. Immediately remove all rubbish. Do not allow rubbish to accumulate. Provide on -site containers for collection of rubbish and dispose of it at frequent intervals during progress of work. 4. Disposal a. Disposal of Waste (Unsuitable) Materials: All material determined by the Engineer to be waste will be disposed of in approved landfill in a manner meeting all regulations. Dispose of waste materials, legally, at public or private dumping areas. Do not bury wastes inside of the limits of construction. All costs for dump fees, permits, etc., are to be borne by the Contractor. b. Disposal of Garbage and Other Construction Materials: Provide sanitary containers/dumpsters and haul away contents such that no overflow exists. C. Excess excavation shall become the property of the Contractor and shall be legally disposed of by him outside the limits of construction to an approved disposal site. Excess excavated material suitable for backfill shall not be disposed of until all backfill operations are complete. d. The Contractor is to immediately inform Engineer of any hazardous materials encountered during construction. Dispose of waste materials legally at private or public facilities. 5. Burning: No burning of debris will be permitted. 6. Water Control: A portion of the project work is located within a natural drainage course and is subject to periodic flooding due to rainfall and snowmelt, flows for adjacent developed areas and storm water pipes and ground water flows from saturated soils or other ground water sources. The Contractor is responsible for managing water within the construction site and protecting property. 7. Noise Control a. All mechanical equipment shall be equipped with the best available mufflers to reduce noise. The Contractor shall be responsible for obtaining any necessary permits and shall limit noise to the permitted levels. Noise level monitoring shall be performed by the Contractor as necessary to show that the permitted levels are not being exceeded. b. Permission from Owner must be obtained prior to the operation of any machinery and/or vehicles between the hours of 6 p.m. and 7 a.m. 8. Permits a. All work must be performed in accordance with all applicable regulatory permits. b. It shall be the responsibility of the Contractor to obtain a Construction Dewatering Permit from the Colorado State Health Department for any SUMMARY 01100 - 4 East Prospect Road — Landscape Improvements dewatering operations that will be discharged into any drainageways, open channels, or irrigation ditches. The Contractor shall be responsible for any testing required under the Construction Dewatering Permit. C. It shall be the responsibility of the Contractor to prepare a Stormwater Management Plan (SWMP), and submit the SWMP to the Colorado Department of Public Health and Environment for review and approval. The SWMP shall be in the Contractor's possession prior to beginning the Work. The Contractor shall provide the Owner with a copy of all applicable permits on the Project. The Contractor shall also provide inspection reports as required by the SWMP to the Owner upon completion of each inspection. d. The Contractor shall be responsible for obtaining all other necessary permits associated with the Work. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01100 SUMMARY 01100 - 5 F6rt of urchasin Financial Services Purchasing Division 215 N. Mason St. 2nd Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov. com/purchasing SPECIFICATIONS AND CONTRACT DOCUMENTS FOR East Prospect Road Landscaping Improvements BID NO. 7005 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS February 5, 2009 — 3:00 P.M. (OUR CLOCK) Page left intentionally blank East Prospect Road — Landscape Improvements SECTION 01270 - UNIT PRICES PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of contract, including General and Supplementary Conditions, City of Fort Collins Specifications and Standard Drawings and other Division - 1 Specification Sections, apply to this Section. 102 SUMMARY A. This Section specifies administrative and procedural requirements for unit prices. B. A Unit price is an amount proposed by Bidders and stated on the Contractor's submittal of Bid Proposal Form, as a price per unit of measurement for materials or services that will be an added or deductive change to the Grand Total Contract Sum. Unit prices for categories of work contained within Alternates accepted by the Owner as part of the work shall apply to the contract, and as indicated in the Schedule of Alternates. C. Unit prices include all necessary material, labor, overhead, profit and applicable taxes. D. Refer to individual Specification Sections for construction activities requiring the establishment of unit prices, and additional information which describes what the unit prices are to include. E. Unless stated and listed otherwise, add and deductive unit prices shall be the same. On the Bid Proposal Form quantities have been provided. Unit'prices contained on the Bid Proposal Form submitted by the Contractor which is awarded the construction contract for the project shall be binding and enforced for the duration of the construction and construction contract between the Owner and Contractor. F. The Owner reserves the right to reject the Contractor's measurement of work -in -place that involves use of established unit prices, and to have this work measured by an independent surveyor acceptable to the Contractor at the Owner's expense. PART2-PRODUCTS Not Used. PART 3 - EXECUTION Refer to Bid Form for Supplemental Unit Price Schedule. END OF SECTION UNIT PRICES 01270-1 Page left intentionally blank East Prospect Road — Landscape Improvements SECTION 01310 - PROJECT MANAGEMENT AND COORDINATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following: 1. Coordination Drawings. 2. Administrative and supervisory personnel. 3. Project meetings. 4. Requests for Interpretation (RFIs). 5. Modifications to Time of Completion in the Approved Schedule. B. The Contractor shall participate in coordination requirements. Certain areas of responsibility will be assigned to a specific contractor. C. Related Sections include the following: 1. Division 1 Section "Closeout Procedures" for coordinating closeout of the Contract. 1.3 DEFINITIONS A. RFI: Request from Contractor seeking interpretation or clarification of the Contract Documents. 1.4 COORDINATION A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, that depend on each other for proper installation, connection, and operation. 1. Coordinate with the City's Traffic Control provider as necessary. Provide a minimum of 48 hour advanced noticed. 2. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation. 3. Coordinate installation of different components with other contractors to ensure maximum accessibility for required maintenance, service, and repair. PROJECT MANAGEMENT AND COORDINATION 01310 - 1 East Prospect Road — Landscape Improvements 4. Make adequate provisions to accommodate items scheduled for later installation. B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is required. C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following: 1. Preparation of Contractor's Construction Schedule. 2. Preparation of the Schedule of Values. 3. Installation and removal of temporary facilities and controls. 4. Delivery and processing of submittals. 5. Progress meetings. 6. Pre -installation conferences. 7. Project closeout activities. 8. Startup and adjustment of systems. 9. Project closeout activities. D. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. 1.5 SUBMITTALS A. Refer to individual Sections for Coordination Drawing requirements for Work in those Sections. B. Key Personnel Names: Within 15 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses 'and telephone numbers, including home and office telephone numbers. Provide names, addresses, and telephone numbers of individuals assigned as standbys in the absence of individuals assigned to Project. Post copies of list in Project meeting room, in temporary field office, and by each temporary telephone. Keep list current at all times. 1.6 PROJECT MEETINGS A. Pre -Construction Conference: A Pre -Construction Conference will be held prior to beginning the Work. A date and time for the conference will be determined once the Notice of Award is issued to the Contractor. The conference shall be attended by: PROJECT MANAGEMENT AND COORDINATION 01310 - 2 East Prospect Road — Landscape Improvements a. Contractor and Contractor's Superintendent b. Contractor's Subcontractors C. Landscape Architect. d. City of Fort Collins representatives. e. Utility Companies f. City of Fort Collins Traffic. Control provider. f. Others as requested by the Contractor, Owner, or Designer. 2. Unless previously submitted to the Owner, the Contractor shall bring to the conference a tentative schedule of the construction project, including in the schedule shop drawings and other submittals. Any submittals requiring long lead times and therefore must be ex- pedited shall be submitted at the pre -construction conference, or as soon thereafter as possible. 3. The purpose of the conference is to designate responsible personnel and establish a work- ing relationship. Matters requiring coordination will be discussed and procedures for handling such matters established. The agenda will include: a. Contractor's tentative Schedule b. Permit applications and submittals, including Dewatering Permit, Erosion and Sediment Control Plan, and Traffic Control Plan C. Transmittal, review and distribution of Contractor's submittals d. Processing applications for payment e. Maintaining record documents f. Critical work sequencing g. Field decision and change orders h. Use of premises, staging area, security, housekeeping, and Owner's needs i. Contractor's assignment of safety and first aid i. Traffic control coordination. B. Construction Progress Meetings: Progress meetings will be conducted weekly or at some other frequency, if approved by the Engineer. These meetings shall be attended by the Owner, the Engineer, the Contractor's representative and any others invited by these people. 1. The Contractor shall conduct the meeting. The Owner shall provide meeting minutes after each weekly meeting to document the items discussed during the meeting. 2. The agenda of these project meetings will include construction progress, the status of submittal reviews, the status of information requests, critical work sequencing, review of strategies for connections into existing facilities, status of field orders and change orders, and any general business. 3. The Contractor will prepare a "two week look ahead" schedule to facilitate coordination of work items. 1.7 MODIFICATIONS TO TIME OF COMPLETION IN THE APPROVED SCHEDULE A. The date of beginning and the time for completion of the work are essential conditions of the Contract Documents and the work embraced shall be commenced on a date no later than that specified in the Notice to Proceed. B. The Contractor will proceed with the work at such rate of progress to ensure full completion within the contract time. It is expressly understood and agreed by and between the Contractor PROJECT MANAGEMENT AND COORDINATION 01310 - 3 East Prospect Road — Landscape Improvements and the Owner that the contract time for the completion of the work described herein is a reasonable time, taking into consideration the climatic and other factors prevailing in the locality of the work. C. Every effort shall be made by the Contractor to complete the project within the "Contract Time" shown in the proposal. The "Contract Time" anticipates "Normal" weather and climate conditions in and around the vicinity of the Project site during the times of year that the construction will be carried out. Extensions of time based upon weather conditions shall be granted only if the Contractor demonstrates clearly that such conditions were "unusually severe," would not have been reasonably anticipated, and that such conditions adversely affected the Contractor's work and thus required additional time to complete the work. D. The following specifies the procedure for the determination of time extensions for unusually severe weather. The listing below defines the anticipated number of calendar days lost to adverse weather for each month and is based upon National Oceanic and Atmospheric Administration (NOAA) or similar data for the geographic location of the project. Monthly Anticipated Calendar Days Lost to Adverse Weather Conditions JAN FEB MAR APR MA JUN JUL AUG SEP OCT NOV DEC (7) (4) (4) • (4) (6) (3) (4) (2) . (3) .(3) (2) (5) The above schedule of anticipated adverse weather will constitute the base line for monthly (or portion thereof) weather time evaluations. Upon acknowledgment of the Notice to Proceed and continuing throughout the contract on a monthly basis, actual adverse weather days and the im- pact of adverse weather days that delay the work will be recorded on a day-to-day basis. It is assumed that the work will be carried out Mondays through Fridays (holidays excepted) unless an approved construction schedule or written authorization from the Owner indicates otherwise. The number of days of delayed work due to adverse weather or the impact thereof will then be compared to the monthly adverse weather schedule above. An actual adverse weather day must prevent work for 50 percent or more of the Contractor's workday, delay work critical to the timely completion of the project, and be documented by the Contractor. The City Representative observing the construction shall determine on a daily basis whether or not work can proceed or if work is delayed due to adverse weather or the effects thereof. The Contractor shall notify the Owner's Representative in writing of any disagreement as to wheth- er or not work can proceed on a given date, within two (2) calendar days of that date. The Owner will use the above written notification in determining the number of working days for which work was delayed during each month. At the end of each month, if the number of working days for which work was delayed due to adverse weather exceeds that shown in the above schedule, a Change Order will be executed which increases the Contract Time. The number of work days delayed due to adverse weather or the impact thereof will then be converted to Calendar Days based on the contract completion day and date. This conversion assumes a 5-day work week, Mondays through Fridays, holidays excepted; should the Contractor have authorization to work weekends and/or holidays, then the method of conversion of workdays to calendar days would take this into consideration. The contract time period will then be increased by the number of calendar days calculated above and a new contract completion day and date will be set. PROJECT MANAGEMENT AND COORDINATION 01310 - 4 East Prospect Road — Landscape Improvements The Contractor's schedule must reflect the above -anticipated adverse weather delays on all weather -dependent activities. While extensions of time shall be granted for "unusually severe weather or climate conditions, the Owner shall make no monetary compensation for any costs to the Contractor arising out of such delays. The Contractor shall comply with the portions of the Contract Documents relating to his project schedule and amendments thereto which result from the "unusually severe" weather condition. Breakdowns in equipment or lack of performance by the Contractor will not be considered jus- tification for an extension of time. Liquidated damages will be assessed as delineated else- where. The Contractor shall not be charged with liquidated damages or any excess cost when the delay in completion of the work is due to the following, and the Contractor has promptly given writ- ten notice of such delay to the Owner's Representative. To any preference, priority, or allocation order duly issued by the Owner.. To unforeseeable causes beyond the control and without the fault or negligence of the Contractor, including but not restricted to, acts of God, or of the public enemy, acts of the Owner, acts of another Contractor in the performance of a contract with the Owner, fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes, and abnormal and unforeseeable weather as provided above; and To any delays of Subcontractors occasioned by any of the causes specified in paragraphs 1 and 2, above. 1.8 REQUESTS FOR INTERPRETATION (RFIs) A. Procedure: Immediately on discovery of the need for interpretation of the Contract Documents, and if not possible to request interpretation at Project meeting, prepare and submit an RFI in the form specified. 1. RFIs shall originate with Contractor. RFIs submitted by entities other than Contractor will be returned with no response. 2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors. B. Content of the RFI: Include a detailed, legible description of item needing interpretation and the following: 1. Project name. 2. Date. 3. Name of Contractor. 4. RFI number, numbered sequentially. 5. Specification Section number and title and related paragraphs, as appropriate. 6. Drawing number and detail references, as appropriate. 7. Field dimensions and conditions, as appropriate. 8. Contractor's suggested solution(s). If Contractor's solution(s) impact the Contract Time or the Contract Sum, Contractor shall state impact in the RFI. 9. Contractor's signature. PROJECT MANAGEMENT AND COORDINATION 01310 - 5 East Prospect Road — Landscape Improvements 10. Attachments: Include Drawings, descriptions, measurements, photos, Product Data, Shop Drawings, and other information necessary to fully describe items needing interpretation. a. Supplementary drawings prepared by Contractor shall include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments. C. Software -Generated RFIs: Software -generated form with substantially the same content as indicated above. 1. Attachments shall be electronic files in Adobe Acrobat PDF format. D. Owner's Representative Action: Owner's Representative] will review each RFI, determine action required, and return it. Allow five (5) working days for Owner's Representative response for each RFI. RFIs received after 1:00 p.m. will be considered as received the following working day. The following RFIs will be returned without action: a. Requests for approval of submittals. b. Requests for approval of substitutions. C. Requests for coordination information already indicated in the Contract Documents. d. Requests for adjustments in the Contract Time or the Contract Sum. e. Requests for interpretation of Owner's Representative actions on submittals. f. Incomplete RFIs or RFIs with numerous errors. 2. Owner's Representative action may include a request for additional information, in which case Owner's Representative time for response will start again. 3. Owner's Representative action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal according to Division 1 Section "Contract Modification Procedures." a. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Owner's Representative in writing within five (5) days of receipt of the RFI response. E. On receipt of Owner's Representative action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Owner's Representative within three (3) days if Contractor disagrees with response. F. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log weekly. Include the following: 1. Project name. 2. Name and address of Contractor. 3. Name and address of Owner's Representative. 4. RFI number including RFIs that were dropped and not submitted. 5. RFI description. 6. Date the RFI was submitted. 7. Date Owner's Representative response was received. PROJECT MANAGEMENT AND COORDINATION 01310 - 6 East Prospect Road — Landscape Improvements Identification of related Field Order, Work Change Directive, and Proposal Request, as appropriate. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01310 PROJECT MANAGEMENT AND COORDINATION 01310 - 7 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 -Al - 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 Page left intentionally blank East Prospect Road — Landscape Improvements SECTION 01330 - SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals. B. Related Sections include the following: 1. Division 1 Section "Project Management and Coordination" for submitting and distributing meeting and conference minutes and for submitting Coordination Drawings. 2. Division 1 Section "Closeout Procedures" for submitting warranties. 3. Division 1 Section "Project Record Documents" for submitting Record Drawings, Record Specifications, and Record Product Data. 4. Division 1 Section "Demonstration and Training" for submitting videotapes of demonstration of equipment and training of Owner's personnel. 5. Divisions 2 through 16 Sections for specific requirements for submittals in those Sections. 1.3 DEFINITIONS A. Action Submittals: Written and graphic information that requires Owner's Representative responsive action. B. Informational Submittals: Written information that does not require Owner's Representative responsive action. Submittals may be rejected for not complying with requirements. 1.4 SUBMITTAL PROCEDURES A. General: Electronic copies of CAD Drawings of the Contract Drawings may be provided by Owner's Representative for Contractor's use in preparing submittals. B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. SUBMITTAL PROCEDURES 01330 - 1 East Prospect Road — Landscape Improvements 2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination. a. Owner's Representative reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. C. Submittals Schedule: Comply with requirements in Division 1 Section "Construction Progress Documentation" or City of Fort Collins requirements for list of submittals and time requirements for scheduled performance of related construction activities. D. Processing Time: Allow enough time for submittal review, including time for re -submittals, as follows. Time for review shall commence on Owner's Representative receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including re -submittals. 1. Initial Review: Allow 10 (ten) days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Owner's Representative will advise Contractor when a submittal being processed must be delayed for coordination. 2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal. 3. Re -submittal Review: Allow 10 (ten) days for review of each re -submittal. 4. Sequential Review: Where sequential review of submittals by Owner's Representative consultants, Owner, or other parties is indicated, allow fifteen (15) days for initial review of each submittal. E. Identification: Place a permanent label or title block on each submittal for identification. Indicate name of firm or entity that prepared each submittal on label or title block. Provide a space approximately 6 by 6 inches on label or beside title block to record Contractor's review and approval markings and action taken by Owners' Representative. Include the following information on label for processing and recording action taken: a. Project name. b. Date. C. Name and address of Owner's Representative. d. Name and address of Contractor. e. Name and address of subcontractor. f. Name and address of supplier. g. Name of manufacturer. h. Submittal number or other unique identifier, including revision identifier. 1) Submittal number shall use Specification Section number followed by a decimal point and then a sequential number (e.g., 06100.01). Re -submittals shall include an alphabetic suffix after another decimal point (e.g., 06100.0l.A). i. Number and title of appropriate Specification Section. j. Drawing number and detail references, as appropriate. k. Location(s) where product is to be installed, as appropriate. SUBMITTAL PROCEDURES 01330 - 2 East Prospect Road — Landscape Improvements Other necessary identification. F. Deviations: Highlight, encircle, or otherwise specifically identify deviations from the Contract Documents on submittals. G. Additional Copies: Unless additional copies are required for final submittal, and unless Owner's Representative noncompliance with provisions in the Contract Documents, initial submittal may serve as final submittal. 1. Submit one (1) copy of submittal to concurrent reviewer in addition to specified number of copies to Owner's Representative. 2. Additional copies submitted for maintenance manuals will not be marked with action taken and will be returned. H. Transmittal: Package each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. Owner's Representative will return submittals, without review received from sources other than Contractor. Transmittal Form: Provide locations on form for the following information: a. Project name. b. Date. C. Destination (To:). d. Source (From:). e. Names of subcontractor, manufacturer, and supplier. f. Category and type of submittal. g. Submittal purpose and description. h. Specification Section number and title. i. Drawing number and detail references, as appropriate. j. Transmittal number, numbered consecutively. k. Submittal and transmittal distribution record. 1. Remarks. M. Signature of transmitter. On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Owner's Representative on previous submittals, and deviations from requirements in the Contract Documents, including minor variations and limitations. Include same label information as related submittal. I. Re -submittals: Make re -submittals in same form and number of copies as initial submittal. Note date and content of previous submittal. Note date and content of revision in label or title block and clearly indicate extent of revision. Resubmit submittals until they are marked "APPROVED". Distribution: Furnish copies of final submittals to Manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms. SUBMITTAL PROCEDURES 01330 - 3 East Prospect Road — Landscape Improvements K. Use for Construction: Use only final submittals with mark indicating "APPROVED" taken by Owner's Representative 1.5 CONTRACTOR'S USE OF CAD FILES A. General: At Contractor's written request, copies of CAD files will be provided to Contractor for Contractor's use in connection with Project. PART 2 - PRODUCTS 2.1 ACTION SUBMITTALS A. General: Prepare and submit Action Submittals required by individual Specification Sections. 1. Submit electronic submittals directly to extranet specifically established for Project. B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. 1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data. 2. Mark each copy of each submittal to show which products and options are applicable. 3. Include the following information, as applicable: a. Manufacturer's written recommendations. b. Manufacturer's product specifications. C. Manufacturer's installation instructions. d. Standard color charts. e. Manufacturer's catalog cuts. f. Standard product operation and maintenance manuals. g. Compliance with specified referenced standards. h. Testing by recognized testing agency. i. Application of testing agency labels and seals. j. Notation of coordination requirements. 4. Submit Product Data before or concurrent with Samples. 5. Number of Copies: Submit four (4) copies of Product Data, unless otherwise indicated. Owner's Representative will return two (2) copies. Mark up and retain one returned copy as a Project Record Document. C. Shop Drawings: Prepare Project -specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data unless submittal of Architect's CAD Drawings are otherwise permitted. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable: a. Dimensions. b. Identification of products. SUBMITTAL PROCEDURES 01330 - 4 East Prospect Road — Landscape Improvements C. Fabrication and installation drawings. d. Templates and patterns. e. Schedules. f. Design calculations. g. Compliance with specified standards. h. Notation of coordination requirements. i. Notation of dimensions established by field measurement. j. Relationship to adjoining construction clearly indicated. k. Seal and signature of professional engineer if specified. 2. Number of Copies: Submit four (4) opaque copies of each submittal, unless copies are required for operation and maintenance manuals. Submit five (5) copies where copies are required for operation and maintenance manuals. Owner's Representative will retain two (2) copies; remainder will be returned. Mark up and retain one returned copy as a Project Record Drawing. D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other, elements and for a comparison of these characteristics between submittal and actual component as delivered and installed. 1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package. 2. Identification: Attach label on unexposed side of Samples that includes the following: a. Generic description of Sample. b. Product name and name of manufacturer. c. ' Sample source. d. Number and title of appropriate Specification Section. Disposition: Maintain sets of approved Samples at Project site, available for quality - control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use. b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor. 4. Samples for Initial Selection: Submit Manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available. a. Number of Samples: Submit one (1) full set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Owner's Representative will return submittal with options selected. 5. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the SUBMITTAL PROCEDURES 01330 - 5 East Prospect Road — Landscape Improvements following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection. a. Number of Samples: Submit two (2) sets of Samples. Owner's Representative will retain one (1). Sample sets; remainder will be returned. Mark up and retain one returned Sample set as a Project Record Sample.] 1) Submit a single Sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated. 2.2 INFORMATIONAL SUBMITTALS A. General: Prepare and submit Informational Submittals required by other Specification Sections. 1. Number of Copies: Submit two (2) copies of each submittal, unless otherwise indicated. Owner's Representative will return one (1) copy of each. 2. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. B. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. C. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project. D. Manufacturer Certificates: Prepare written statements on manufacturer's -letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required. E. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents. F. Material Certificates: Prepare written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents. G. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents. H. Product Test Reports: Prepare written reports indicating current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on. evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency. SUBMITTAL PROCEDURES 01330 - 6 East Prospect Road — Landscape Improvements I. Schedule of Tests and Inspections: Comply with requirements specified in Division 1 Section "Quality Requirements." J. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents. K. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment as described in individual Sections. L. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer. Include the following, as applicable: 1. Preparation of substrates. 2. Required substrate tolerances. 3. Sequence of installation or erection. 4. Required installation tolerances. 5. Required adjustments. 6. Recommendations for cleaning and protection. M. Manufacturer's Field Reports: Prepare written information documenting factory -authorized service representative's tests and inspections. Include the following, as applicable: 1. Name, address, and telephone number of factory -authorized service representative making report. 2. Statement on condition of substrates and their acceptability for, installation of product. 3. Statement that products at Project site comply with requirements. 4. Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken. 5. Results of operational and other tests and a statement of whether observed performance complies with requirements. 6. Statement whether conditions, products, and installation will affect warranty. 7. Other required items indicated in individual Specification Sections. N. Insurance Certificates and Bonds: Prepare written information indicating current status of insurance or bonding coverage. Include name of entity covered by insurance or bond, limits of coverage, amounts of deductibles, if any, and term of the coverage. PART 3 - EXECUTION 3.1 CONTRACTOR'S REVIEW A. Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Owner's Representative. SUBMITTAL PROCEDURES 01330 - 7 East Prospect Road —.Landscape Improvements B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. 3.2 OWNER'S REPRESENTATIVE ACTION A. General: Owner's Representative will not review submittals that do not bear Contractor's approval stamp and will return them without action. B. Action Submittals: Owner's Representative will review each submittal, make marks to indicate corrections or modifications required, and return it.. Owner's Representative will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken, as follows: "APPROVED" stamp. C. Informational Submittals: Owner's Representative will review each submittal and will not return it, or will return it if it does not comply with requirements. Owner's Representative will forward each submittal to appropriate party. D. Partial submittals are not acceptable, will be considered nonresponsive, and will be returned without review. E. Submittals not required by the Contract Documents may not be reviewed and may be discarded. END OF SECTION 01330 SUBMITTAL PROCEDURES 01330 - 8 East Prospect Road — Landscape Improvements SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes requirements for temporary utilities, support facilities, and security and protection facilities. B. Related Sections include the following: 1. Division 1 Section "Summary" for limitations on utility interruptions and other work restrictions. 2. Division 1 Section "Submittal Procedures" for procedures for submitting copies of implementation and termination schedule and utility reports. 3. Reference City of Fort Collins standard specifications as required. 1.3 DEFINITIONS A. Permanent Enclosure: As determined by Owner's Representative, permanent or temporary roofing is complete, insulated, and weather tight; exterior walls are insulated and weather tight; and all openings are closed with permanent construction or substantial temporary closures. 1.4 USE CHARGES A. General: Cost or use charges for temporary facilities shall be included in the Contract Sum. Allow other entities to use temporary services and facilities without cost, including, but not limited to, Owner's Representative, testing agencies, and authorities having jurisdiction. B. Sewer Service: N/A. C. Water Service: Pay water service use- charges for water used by all entities for construction operations. A meter will be available from the City of Fort Collins Utilities department. Use existing fire hydrant as directed by Project Manager. D. Electric Power Service: Pay electric power service use charges for electricity used by all entities for construction operations. Coordinate temporary service with City of Fort Collins Light & Power — 970.221.6700. TEMPORARY FACILITIES AND CONTROLS 01500 - 1 SECTION 00020 INVITATION TO BID Rev10/20/07 Section 00020 Page 2 East Prospect Road — Landscape Improvements 1.5 SUBMITTALS A. Site Plan: Show temporary facilities, utility hookups, staging areas, project signage location, and parking areas for construction personnel. 1.6 QUALITY ASSURANCE A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70. B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits. PART2-PRODUCTS 2.1 MATERIALS A. Materials for staging area (portable chain link fence, etc.) will be incidental to the work. 2.2 TEMPORARY FACILITIES A. Field Offices, General: N/A. 2.3 EQUIPMENT A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures. 2.4 PROJECT SIGN A. Sign: Project sign will need to be installed by the Contractor prior to construction commencing. Sign panel to be provided by the City of Fort Collins. Contractor to provide signage support structure as detailed below. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required by progress of the Work. B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities. TEMPORARY FACILITIES AND CONTROLS 01500 - 2 East Prospect Road — Landscape Improvements 3.2 TEMPORARY UTILITY INSTALLATION A. General: Install temporary service or connect to existing service. Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services. B. Sewers and Drainage: N/A. C. Water Service: Use of Owner's existing water service facilities (hydrant) will be permitted, as long as facilities are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restore these facilities to condition existing before initial use. Obtain temporary meter from City of Fort Collins Utilities department. D. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of construction personnel. Comply with authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities. The existing composting toilet facilities at the Running Deer Natural Area shall NOT be used by the Contractor. E. Electric Power Service: Provide electric power service and distribution system of sufficient size, capacity, and power characteristics required for construction operations. See Section 02810 — Sprinkler Irrigation for power requirements. . L Contact City of Fort Collins Light & Power Department a minimum of two (2) weeks for any utility interruptions. F. Lighting: N/A. 3.3 SUPPORT FACILITIES INSTALLATION A. Traffic Controls: Comply with Manual on Uniform Traffic Control Devices and Larimer County Urban Area Street Standards. All traffic control to be provided by the City of Fort Collins but Contractor shall coordinate as required. 1. Protect existing site improvements to remain including curbs, pavement, and utilities. 2. Maintain access for fire -fighting equipment and access to fire hydrants. B. Parking: Parking areas for construction personnel will be provided in staging areas indicated on the plans. C. Project Identification and Temporary Signs: Project identification sign and Type III barrier to be installed (and removed at project completion) by the City of Fort Collins. D. Waste Disposal Facilities: Provide waste -collection containers in sizes adequate to handle waste from construction operations. Comply with requirements of authorities having jurisdiction. TEMPORARY FACILITIES AND CONTROLS 01500 - 3 East Prospect Road — Landscape Improvements 3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION A. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects. Comply with work restrictions specified in Division 1 Section "Summary." B. Temporary Erosion and Sedimentation Control: Provide measures as indicated on the plans, to prevent soil erosion and discharge of soil -bearing water runoff and airborne dust to adjacent properties and walkways, roadways, according to requirements of authorities having jurisdiction. 1. Contractor is responsible for obtaining the SWMP permitting. 2. Inspect, repair, and maintain erosion- and sedimentation -control measures bi-weekly until 70% permanent vegetation has been established and after storm event. C. Stormwater Control: Comply with authorities having jurisdiction. Contractor will need to follow Storm Water Management Plan (SWMP). SWOMP to be completed and submitted by Contractor. Provide barriers in and around excavations and subgrade construction to prevent flooding by runoff of stormwater from heavy rains. 3.5 OPERATION, TERMINATION, AND REMOVAL A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse, limit availability of temporary facilities to essential and intended uses. B. Maintenance: Maintain facilities in good operating condition until removal. 1. Maintain operation of temporary enclosures, and similar facilities on a twenty-four (24) hour basis where required to achieve indicated results and to avoid possibility of damage. C. Termination and Removal: Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired. 1. Materials and facilities that constitute temporary facilities are property of Contractor. Owner reserves right to take possession of Project identification signs. 2. Where area is intended for landscape development, remove soil and aggregate fill that do not comply with requirements for fill or subsoil or as described on the Drawings. 3. Remove materials contaminated with road oil, asphalt and other petrochemical compounds, and other substances that might impair growth of plant materials or lawns. 4. Repair or replace street paving, curbs, and sidewalks at temporary entrances, as required by authorities having jurisdiction or those areas that are damaged by this construction contract. 5. At Substantial Completion, comply with final cleaning requirements specified in Division 1 Section "Closeout Procedures." TEMPORARY FACILITIES AND CONTROLS 01500 - 4 East Prospect Road — Landscape Improvements END OF SECTION 01500 TEMPORARY FACILITIES AND CONTROLS 01500 - 5 Page left intentionally blank East Prospect Road — Landscape Improvements SECTION 01770 - CLOSEOUT PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following: 1. Inspection procedures. 2. Warranties. 3. Final cleaning. B. Related Sections include the following: 1. Division 1 Section "Project Record Documents" for submitting Record Drawings, Record Specifications, and Record Product Data. 2. Division 1 Section "Demonstration and' Training" for requirements for instructing Owner's personnel. 3. Divisions 2 through 16 Sections for specific closeout and special cleaning requirements for the Work in those Sections. 1.3 SUBSTANTIAL COMPLETION A. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following. List items below that are incomplete in request. 1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the.Work is not complete. 2. Advise Owner of pending insurance changeover requirements. 3. Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents. 4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. 5. Deliver tools, spare parts, extra materials, and similar items to location designated by these specifications. Label with Manufacturer's name and model number where applicable. 6. Complete startup testing of systems. 7. Submit test/adjust/balance records. 8. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements. CLOSEOUT PROCEDURES 01770 1 East Prospect Road — Landscape Improvements 9. Complete final cleaning requirements. B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, Owner's Representative will either proceed with inspection or notify Contractor of unfulfilled requirements. Owner's Representative will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Owner's Representative, that must be completed or corrected before certificate will be issued. Re -inspection: Request re -inspection when the Work identified in previous inspections as incomplete is completed or corrected. Results of completed inspection will form the basis of requirements for Final Completion. 1.4 FINAL COMPLETION A. Preliminary Procedures: Before requesting final inspection for determining date of Final Completion, complete the following: 1. Submit a final Application for Payment. 2. Submit certified copy of Owner's Representative Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Owner's Representative. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance. 3. Submit evidence of final, continuing insurance coverage complying with insurance requirements. 4. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, Owner's Representative will either proceed with inspection or notify Contractor of unfulfilled requirements. Owner's Representative will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued. Re -inspection: Request re -inspection when the Work identified in previous inspections as incomplete is completed or corrected. 1.5 LIST OF INCOMPLETE ITEMS (PUNCH LIST) A. Preparation: Submit three (3) copies of list. Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction. CLOSEOUT PROCEDURES 01770 - 2 East Prospect Road — Landscape Improvements 1.6 WARRANTIES A. Submittal Time: Submit written warranties on request of Owner's Representative for designated portions of. the Work where commencement of warranties other than date of Substantial Completion is indicated. B. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual. 1. Bind warranties and bonds in heavy-duty, 3-ring, vinyl -covered, loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 8-1/2-by-1l-inch paper. 2. Provide heavy paper dividers with plastic -covered tabs for each separate warranty. Mark tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name, address, and telephone number of Installer. 3. Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project name, and name of Contractor. C. Provide additional copies of each warranty to include in operation and maintenance manuals. PART2-PRODUCTS 2.1 MATERIALS A. Cleaning Agents: - Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or .property or that might damage finished surfaces. PART 3 - EXECUTION 3.1 FINAL CLEANING A. General: Provide final cleaning. Conduct cleaning and waste -removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations. B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions. 1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project: a. Clean Project site, yard, and grounds, in areas disturbed by construction activities' including landscape development areas, of rubbish, waste material, litter, and other foreign substances. CLOSEOUT PROCEDURES 01770 - 3 East Prospect Road — Landscape Improvements b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits. C. Rake grounds that are neither planted nor paved to a smooth, even -textured surface. d. Remove tools, construction equipment, machinery, and surplus material from Project site. e. Remove labels from plant material that are not permanent. f. Leave Project clean and ready for completion and turn over to the City. C. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on Owner's property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from Project site and dispose of lawfully. END OF SECTION 01770 CLOSEOUT PROCEDURES 01770 - 4 East Prospect Road — Landscape Improvements SECTION 01781 -PROJECT RECORD DOCUMENTS PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for Project Record Documents, including the following: 1. Record Drawings. 2. Record Specifications. 3. Record Product Data. B. Related Sections include the following: 1. Division 1 Section "Closeout Procedures" for general closeout procedures. 2. Divisions 2 through 16 Sections for specific requirements for Project Record Documents of the Work in those Sections. 1.3 SUBMITTALS A. Record Drawings: Contractor will submit what is specified in Section 02920 and 02930 for landscaping work and a marker up set for irrigation work as specified in Section 02810, to be turned over to the irrigation consultant for development of as -built drawings. B. Record Specifications: Submit two (2) copies of Project's Specifications; including addenda and contract modifications. C. Record Product Data: Submit two (2) copies of each Product Data submittal. 1. Where Record Product Data is required as part of operation and maintenance manuals, submit marked -up Product Data as an insert in manual instead of submittal as Record Product Data. ' PART2-PRODUCTS 2.1 RECORD DRAWINGS A. Record Prints: Maintain one set of blue- or black -line white prints of the Contract Drawings and Shop Drawings. PROJECT RECORD DOCUMENTS 01781 -1 SECTION 00020 INVITATION TO BID Date: January 13, 2009 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 February 5, 2009, for the East Prospect Road Landscaping Improvements; BID NO. 7005. If delivered, they are to be delivered to 215 North Mason Street, 2°d Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. 0. 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 7005 East Prospect Road Landscaping Improvements. This work shall consist of the installation of landscaping and irrigation improvements along East Prospect Road between the Poudre River Bridge and Summit View Drive. Landscaping improvements include but are not limited to soil preparation and non -selective herbicide application grading work within the medians, seeding, hydro mulching, and installation of seeding plugs within the medians, and installation of trees, shrubs, and native ornamental grasses throughout the corridor. Irrigation improvements include but are not limited to the installation of irrigation mainline, laterals, and drip tubing. Erosion control will also be required as part of this project, including the installation, and maintenance of wattles and providing inlet protection. Traffic control for the project will be provided by the City of Fort Collins. 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. Contract Documents will be available January 13, 2009.. A prebid conference and job walk with representatives of prospective Bidders will be held at 10:00 a.m. , on January 22, 2009, at 215 N. Mason, 2nd Floor, Training Room, 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: https://secure2.fc4ov.com/bso/login.js Bids will be received as set forth in the Bidding Documents. Rev 10/20/07 Section 00020 Page 1 East Prospect Road — Landscape Improvements Preparation: Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to prepare the marked -up Record Prints. a. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later. b. Accurately record information in an understandable drawing technique. C. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed installations. 2. Content: Types of items requiring marking include, but are not limited to, the following: a. Dimensional changes to Drawings. b. Revisions to details shown on Drawings. C. Locations and depths of underground utilities. d. Revisions to routing of piping and conduits. e. Actual equipment locations. f. Changes made by Change Order or Work Change Directive. g. Changes made following Owner's Representative written orders. h. Details not on the original Contract Drawings. i. Field records for variable and concealed conditions. j. Record information on the Work that is shown only schematically. 3. Mark the Contract Drawings or Shop Drawings, whichever is most capable of showing actual physical conditions, completely and accurately. If Shop Drawings are marked, show cross-reference on the Contract Drawings. 4. Mark record sets with erasable, red -colored pencil. Use other colors to distinguish between changes for different categories of the Work at same location. 5. Mark important additional information that was either shown schematically or omitted from original Drawings. 6. Note Construction Change Directive numbers, alternate numbers, Change Order numbers, and similar identification, where applicable. B. Record CAD Drawings: Immediately before inspection for Certificate of Substantial Completion, review marked -up Record Prints with Owner's Representative. When authorized, prepare a full set of corrected CAD Drawings of the Contract Drawings, as follows: 1. Format: Same CAD program, version, and operating system as the original Contract Drawings. 2. Incorporate changes and additional information previously marked on Record Prints. Delete, redraw, and add details and notations where applicable. 3. Refer instances of uncertainty to Owner's Representative for resolution. 4. Owner's representative will furnish Contractor one set of CAD Drawings of the Contract Drawings for use in recording information. a. Owner's Representative makes no representations as to the accuracy or completeness of CAD Drawings as they relate to the Contract Drawings. b. CAD Software Program: The Contract Drawings are available in AutoCAD, release as required by Contractor. PROJECT RECORD DOCUMENTS 01781 - 2 East Prospect Road — Landscape Improvements C. Format: Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING' in a prominent location. 1. Record Prints: Organize Record Prints and newly prepared Record Drawings into manageable sets. Bind each set with durable paper cover sheets. Include identification on cover sheets. 2. Record Transparencies: Organize into unbound sets matching Record Prints. Place transparencies in durable tube -type drawing containers with end caps. Mark end cap of each container with identification. If container does not include a complete set, identify Drawings included. 3. Record CAD Drawings: Organize CAD information into separate electronic files that correspond to each sheet of the Contract Drawings. Name each file with the sheet identification. Include identification in each CAD file. 4. Identification: As follows: a. Project name. b. Date. C. Designation "PROJECT RECORD DRAWINGS." d. Name of Owner's Representative. e. Name of Contractor. 2.2 RECORD SPECIFICATIONS A. Preparation: Mark Specifications to indicate the actual product installation where installation varies from that indicated in Specifications, addenda, and contract modifications. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. For each principal product, indicate whether Record Product Data has been submitted in operation and maintenance manuals instead of submitted as Record Product Data. Note related Change Orders and Record Drawings where applicable. 2.3 RECORD PRODUCT DATA A. Preparation: Mark Product Data to indicate the actual product installation where installation varies substantially from that indicated in Product Data submittal. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. 2. Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation. 3. Note related Change Orders and Record Drawings where applicable. 2.4 MISCELLANEOUS RECORD SUBMITTALS A. Assemble miscellaneous records required by ,other Specification Sections for miscellaneous . record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference. PROJECT RECORD DOCUMENTS 01781 - 3 East Prospect Road — Landscape Improvements PART 3 - EXECUTION 3.1 RECORDING AND MAINTENANCE A. Recording: Maintain one (1) copy of each submittal during the construction period for Project Record Document purposes. Post changes and modifications to Project Record Documents as they occur; do not wait until the end of Project. B. Maintenance of Record Documents and Samples: Store Record Documents and Samples in the field office / at Contractor's main facility, apart from the Contract Documents used for .construction. Do not use Project Record Documents for construction purposes. Maintain Record Documents in good order and in a clean, dry, legible condition, protected from deterioration and loss. Provide access to Project Record Documents for Owner's Representative reference during normal working hours. END OF SECTION 01781 PROJECT RECORD DOCUMENTS 01781 - 4 East Prospect Road — Landscape Improvements SECTION 01820 - DEMONSTRATION AND TRAINING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for instructing Owner's personnel, including the following: 1. Demonstration of operation of systems, subsystems, and equipment. 2. Training in operation and maintenance of systems, subsystems, and equipment. B. Related Sections include the following: 1. Division 1 Section "Project Management and Coordination" for requirements for pre - instruction conferences. 2. Division 2 —Section 02810 — Sprinkler Irrigation System 3. Divisions 2 through 16 Sections for specific requirements for demonstration and training for products in those Sections., 1.3 SUBMITTALS — N/A. 1.4 QUALITY ASSURANCE A. Facilitator Qualifications: A firm or individual experienced in training or educating maintenance personnel in a training program similar in content and extent to that indicated for this Project, and whose work has resulted in training or education with a record of successful learning performance. 1.5 COORDINATION A. Coordinate instruction schedule with Owner's operations. Adjust schedule as required to minimize disrupting Owner's operations. B. Coordinate instructors, including providing notification of dates, times, length of instruction time, and course content as required. DEMONSTRATION AND TRAINING 01820 - 1 East Prospect Road — Landscape Improvements PART2-PRODUCTS 2.1 INSTRUCTION PROGRAM A. Program Structure: Develop an instruction program that includes individual training modules for each system and equipment not part of a system, as required by individual Specification Sections, and as follows: 1. Sprinkler irrigation system. See Section 02180 for specific requirements. 2. Documentation: Review the following items in detail: a. Operations manuals. b. Maintenance manuals. C. Project Record Documents. 3. Operations: Include the following, as applicable: a. Startup procedures. b. Routine and normal operating instructions. C. Instructions on stopping. d. Normal shutdown instructions. e. Seasonal and weekend operating instructions. f. Special operating instructions and procedures. 4. Adjustments: Include the following: a. Alignments. b. Checking adjustments. 5. Troubleshooting: Include the following: a. Diagnostic instructions. b. Test and inspection procedures. 6. Maintenance: Include the following: a. Inspection procedures. b. Procedures for routine cleaning C. Procedures for preventive maintenance. d. Procedures for routine maintenance. e. Instruction on use of special tools. 7. Repairs: Include the following: a. Diagnosis instructions. b. Repair instructions. C. Disassembly; component removal, repair, and replacement; and reassembly instructions. d. Instructions for identifying parts and components. e. Review of spare parts needed for operation and maintenance. DEMONSTRATION AND TRAINING 01820 - 2 East Prospect Road — Landscape Improvements PART 3 - EXECUTION 3.1 PREPARATION A. Assemble educational materials necessary for instruction, including documentation and training module. Assemble training modules into a combined training manual. B. Set up instructional equipment at instruction location. 3.2 INSTRUCTION A. Engage qualified instructors to instruct Owner's personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a system. B. Scheduling: Provide instruction at mutually agreed on times. For equipment that requires seasonal operation, provide similar instruction at start of each season. END OF SECTION 01820 DEMONSTRATION AND TRAINING 01820 - 3 Page left intentionally blank East Prospect Road — Landscape Improvements DIVISION 2 SITE CONSTRUCTION Page left intentionally blank East Prospect Road — Landscape Improvements SECTION 02230 — SITE CLEARING PART 1 — GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section includes the following: 1. Removing existing vegetation as described on the Drawings. 2. Clearing and grubbing. 3. Temporary erosion and sedimentation control measures. B. Related Sections include the following: 1. Division 2 -Section "Exterior Plants" for subgrade excavation requirements for new planting areas and inorganic mulch (cobble) areas. 2. Division 2 - Section Lawns and Grasses and Exterior Plants for finish grading including preparing and placing planting soil mixes. 1.03 MATERIAL OWNERSHIP A. Except for stripped topsoil or other materials indicated to remain Owners property, cleared materials shall become Contractor's property and shall be removed from Project site. 1.04 SUBMITTALS A. Photographs or videotape, sufficiently detailed, of existing conditions of trees and plantings, adjoining construction, and site improvements that might be misconstrued as damage caused by site clearing is NOT required by the City of Fort Collins, but the Contractor may need/want to record for his own record. B. Record Drawings, according to Division 1 Section 'Project Record Documents," identifying and accurately locating capped utilities and other subsurface structural, electrical, and mechanical conditions. 1.05 QUALITY ASSURANCE A. Pre -installation Conference: Conduct conference at Project site to comply with requirements in Division 1 Section 'Project Management and Coordination." SITE CLEARING SECTION 02230 - 1 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. 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 By James B. O'Neill, II, CPPO, FNIGP Purchasing & Risk Management Director Rev10/20/07 Section 00020 Page 2 East Prospect Road — Landscape Improvements 1.06 PROJECT CONDITIONS A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site -clearing operations. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner's Representative and authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by authorities having jurisdiction. B. Utility Locator Service: Notify utility locator service for area where Project is located before site clearing. C. Do not commence site clearing operations until temporary erosion and sedimentation control measures are in place. D. Coordinate with City Traffic Control provider with a minimum of forty-eight (48) hour advanced notice. PART 2 — PRODUCTS - Not Applicable PART 3-EXECUTION 91111000FU ZKYNIM We A. Protect and maintain benchmarks and survey control points from disturbance during construction. B. Locate and clearly flag trees and vegetation to remain or to be relocated. C. Protect existing site improvements to remain from damage during construction. Restore damaged improvements to their original condition, as acceptable to Owner. 3.02 TEMPORARY EROSION AND SEDIMENTATION CONTROL A. Provide temporary erosion and sedimentation control measures to prevent soil erosion and discharge of soil -bearing water runoff or airborne dust to adjacent properties and walkways, according to a sediment and erosion control plan, specific to the site, that complies with EPA 832/R-92-005 or requirements of authorities having jurisdiction, whichever is more stringent. Contractor is responsible for obtaining SWMP permitting. B. Inspect, repair, and maintain erosion and sedimentation control measures during construction until permanent vegetation has been established. C. Remove erosion and sedimentation controls and restore and stabilize areas disturbed during removal. SITE CLEARING SECTION 02230 - 2 East Prospect Road — Landscape Improvements 3.03 TREE PROTECTION — N/A. 3.04 UTILITIES A. Locate, identify, disconnect, and seal or cap off utilities indicated to be removed. 1. Arrange with utility companies to shut off indicated utilities. 2. Contractor is responsible to coordinate with any utility companies in the event of a shut- off or relocation. B. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: 1. Notify Owner's Representative not less than two (2) weeks in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without Project Manager's written permission. 3.05 CLEARING AND GRUBBING A. Remove obstructions, trees, shrubs, grass, and other vegetation to permit installation of new construction as required. 1. Do not remove trees, shrubs, and other vegetation indicated to remain or to be relocated. B. Fill depressions caused by clearing and grubbing operations with satisfactory soil material unless further excavation or earthwork is indicated. Place fill material in horizontal layers not exceeding a loose depth of eight (8) inches, and compact each layer to a density equal to adjacent original ground. 3.06 TOPSOIL STRIPPING A. Topsoil stripping is not required. B. Imported Topsoil — Quantity as described on the Drawings, Notes or on the Bid Tab. See Specification Section 02930, 2.05 for specification requirements. 3.07 SITE IMPROVEMENTS A. Remove existing above and below grade improvements as indicated and as necessary to facilitate new construction. B. Remove existing aggregate base as indicated on the Drawings to accommodate proposed landscape treatment. Add excavated spoils/export soil to median and shape final grade as described in the details on the Drawings. SITE CLEARING SECTION 02230 - 3 East Prospect Road — Landscape Improvements 3.08 . DISPOSAL A. Disposal: Remove surplus soil material, unsuitable topsoil into location identified on the Drawings. B. Remove all other obstructions, demolished materials, and waste materials including trash and debris, and legally dispose of them off Owner's property. Separate recyclable materials produced during site clearing from other non -recyclable materials. Store or stockpile without intermixing with other materials and transport them to recycling facilities. END OF SECTION 02230 SITE CLEARING SECTION 02230 - 4 East Prospect Road — Landscape Improvements SECTION 02550 — HYDRO MULCHING PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Hydro Mulching. B. Related Sections: 1. Section 02920 — Lawns and Grasses 2. Section 02930 — Exterior Plants. 1.02 SUBMITTALS A. Quality Control Submittals: 1. Certificates: State, Federal and other inspection certificates shall accompany the invoice for materials showing source or origin. Submit to Owner's Representative prior to acceptance of material. 2. Contractor shall submit specifications for both the hydro mulch and organic tackifier prior to application. 1.03 QUALITY ASSURANCE A. Source Quality Control. 1.04 DELIVERY, STORAGE AND HANDLING A. General: Comply with best management practices for delivery, storage and handling of material. 1.05 PROJECT / SITE CONDITIONS A. Existing Conditions: 1. Grade will have been established and seed will be in place. Repairs to seedbed due to vehicle tracking or erosion must be repaired prior to mulching. 2. Vehicular accessibility on site shall be as directed by Owner's Representative. Repair damage to prepared grounds and surfaces caused by vehicular movement during work under this section to original condition at no additional cost to Owner. B. Environmental Requirements: HYDRO MULCHING 02550-1 East Prospect Road — Landscape Improvements Do not apply hydro mulch when wind speed exceeds seven (7) miles per hour. PART 2-PRODUCTS 2.01 MATERIALS A. Mulch: Mulch all seeded areas, including those seeded over remaining vegetation, hydro mulch with Conwed 200 and an organic tackifier or approved substitute: I. Virgin wood cellulose fiber: May not contain any substance or fiber that may inhibit germination or growth of grass seeds and plants. 2. Dye to appropriate color to allow proper metering of application. 3. Fibers must have ability to become evenly dispersed and suspended when agitated in water. 4. When sprayed uniformly on surface of soil, fibers shall form blotter - like ground cover which readily absorbs water, and allows infiltration to underlying soil. 5. Weight specifications shall refer only to air dry weight of fibers with a standard moisture content of ten (10) percent. 6. Mulch material shall be supplied in containers not weighing over one -hundred (100) pounds and showing air dry weight of fibers. 7. Organic tackifier may be supplied with hydro mulch fibers or be added at a later time. 8. Suppliers must certify that laboratory and field testing of product has been accomplished and that material meets all of the forgoing requirements for cellulose wood fiber mulch. PART 3 - EXECUTION 3.01 EXAMINATION A. General - Verify that existing site conditions are as specified and indicated before beginning work under this section. I . Layout: All seeded areas shall be mulched. Mulch placement shall not extend beyond seeded areas by more than five (5) feet. 2. Grades: Verify that grades are as indicated and specified. B. Unsatisfactory Conditions: Report in writing to Owner's Representative. C. Beginning of installation means acceptance of existing conditions by this Contractor. 3.02 PREPARATION A. Protection: 1. Be responsible for proper repair to landscape, utilities, walls, pavements and other site improvements damaged by operations under this Section. 2. Pay for repairs made by Contractors designated by Owner's Representative. HYDRO MULCHING 02550-2 East Prospect Road — Landscape Improvements 3. Identify mulched areas requiring protection and erect barriers for proper protection and traffic control. 4. Erosion control: Take measures and furnish equipment and labor necessary to control and prevent soil erosion, blowing soil and accumulation of wind deposited materials at the site throughout the duration of work. 3.03 MULCHING A. Hydro Mulching: Mixing: Add cellulose fiber mulch after proportionate quantities of water and other accepted materials have been placed in slurry tank. Mix ingredients to form homogenous slurry. Spraying: Spray apply slurry mulch uniformly over seeded areas using control of mulch as metering agent. Apply at rate of thousand -five hundred (2,500) pounds per acre plus organic tackifier at rate of one -hundred fifty (150) pounds per acre. Soil may not be visible through the hydro mulch upon completion of application. Hydro mulching: Do not apply in presence of free surface water resulting from rain, melting snow or irrigation. B. Hydraulic Mulching Equipment: Include pump capable of being operated at one hundred (100) gallons a minute and at one -hundred (100) P.S.I., unless otherwise directed. 1. Provide nozzle adaptable to hydraulic mulching requirements. 2. Storage tanks must have means of calculating volume used or remaining in tank. C. Timing: Mulch designated areas immediately following seed placement. Mulch must be placed within forty-eight (48) hours following seeding operation. If sections of seed are placed, mulch should follow each phase of seeding. D. Quality Control: Repair or re -mulch areas improperly mulched or damaged by Contractor's negligence, in manner specified. Mulch removed by circumstances beyond the Contractor's control shall be repaired and re -mulched as ordered by Owner Representative. Compensation for re -mulch required by circumstances beyond Contractor's control shall be calculated per the Unit Price in the Bid Form. E. The Owner's Representative shall be notified twenty-four (24) hours prior to each application and will determine if coverage is according to specification. 3.04 NOTIFICATION OF INSPECTION A. Notification: Give notice requesting inspection by Owner's Representative at completion of mulching operation. B. Deficiencies: If deficiencies exist, Owner's Representative shall specify such deficiencies to the Contractor who shall make satisfactory adjustments and will again notify the Owner's Representative for final inspection. HYDRO MULCHING 02550-3 East Prospect Road — Landscape Improvements 3.05 CLEANING A. Cleaning: Remove material containers and other debris from site. Clean paved and finished surfaces soiled as a result of work under this Section in accordance with directions given by the Owner's Representative. Clean out drainage inlet structures. Remove any accumulated soil from the surface to adjacent paved areas or undisturbed grass areas. 3.06 PROTECTION A. General: Provide and install barriers as required and as directed by the Owner's Representative to protect mulched areas against damage from pedestrian and vehicular traffic until final acceptance. Contractor is responsible for malicious destruction of mulch caused by others. END OF SECTION 02550 HYDRO MULCHING 02550-4 East Prospect Road — Landscape Improvements SECTION 02810 - IRRIGATION PART1-GENERAL 1.01 SCOPE Provide labor, materials, supplies, equipment, tools, and transportation, and perform all operations in connection with and reasonably incidental to the complete installation of the irrigation system, and guarantee/warranty as shown on the drawings, the installation details, and as specified herein. Items of work specifically included are: A. Procurement of applicable licenses, permits, and fees. B. Coordination of Utility Locates ("Call Before You Dig"). C. Sleeving for irrigation pipe and wire. D. Connection of electrical power supply to irrigation control system. E. Preparation of Record Drawings. F. Winterization and Spring Start-up G. Maintenance period. 1.02 WORK NOT INCLUDED Items of work specifically excluded or covered under other sections are: A. Payment of development, plant investment, and other fees and permits associated with purchase and installation of tap. B. Demolition of existing irrigation components. C. Excavation, installation, and backfill of tap into municipal water line. D. Excavation, installation, and backfill of water meter and vault. E. Provision of electrical power supply to the irrigation control system. 1.03 SUBMITTALS A. Deliver four (4) copies of submittals to Owner's Representative within 10 working days from date of Notice to Proceed. Furnish information in 3-ring binder with table of contents and index sheet. Index sections for different components and label with specification section number and name of component. Furnish submittals for components on material IRRIGATION 02810 - 1 East Prospect Road — Landscape Improvements list. Indicate which items are being supplied on catalog cut sheets when multiple items are shown on one sheet. Owner's Representative. Incomplete submittals will be returned without review. B. Materials List: Include sleeving, pipe, fittings, mainline components, sprinkler and bubbler components, drip irrigation components, control system components, shop drawings and other components shown on drawings and installation details or described herein. Include pipe sealant, wire, wire connectors, ID tags, and other miscellaneous items. Quantities of materials need not be included. C. Manufacturers' Data: Submit manufacturers' catalog cuts; specifications, and operating instructions for equipment shown on materials list. D. Shop Drawings: Submit shop drawings called for in installation details. Show products required for proper installation, their relative locations, and critical dimensions. Note modifications to installation detail. 1.04 RULES AND REGULATIONS A. Provide work and materials in accordance with latest edition of National Electric Code, Uniform Plumbing Code as published by the Western Plumbing Officials Association, and applicable laws, regulations and codes of governing authorities. B. When contract documents call for materials or construction of better quality or larger size than required by above -mentioned rules and regulations, provide quality and size required by contract documents. C. If quantities are furnished either in specifications or on drawings, quantities are furnished for information only. It is Contractor's responsibility to determine actual quantities of material, equipment,. and supplies required by the project and to complete independent estimate of quantities and wastage. D. Notify engineer in writing prior to construction about discrepancies between contract documents and existing site conditions or manufacturer's specific recommendations for use of their product. E. Contractor is responsible for damage to site amenities during construction. Replace damaged items with identical materials of equal value to match existing conditions. Make replacements at no additional cost to contract price. 1.05 TESTING A. Schedule testing with Owner's Representative a minimum of five days in advance of testing. B. Mainline pipe jointed with rubber gaskets or threaded connections may be subjected to pressure test at any time after partial completion of backfill. Allow irrigation pipe jointed with solvent -welded PVC joints to cure at least 24 hours before testing. IRRIGATION 02810 - 2 East Prospect Road — Landscape Improvements C. Subsections of mainline pipe may be tested independently, subject to review of Irrigation Engineer. D. Provide clean, clear water, pumps, labor, fittings, and equipment necessary to conduct tests or retests. E. Hydrostatic Pressure Test: 1. Subject mainline pipe to hydrostatic pressure equal to 140 PSI for two hours. Test with mainline components installed. 2. Backfill to prevent pipe from moving under pressure. Expose couplings and fittings. 3. Purge air from mainline pipe before test. Attach pressure gauge to mainline pipe in test section. 4. Observe pressure loss on pressure gauge. If pressure loss is greater than 5 PSI, identify reason for pressure loss. Replace defective pipe, fitting, joint, valve, or appurtenance. Repeat test until pressure loss is equal to or less than 5 PSI. 5. Visually inspect irrigation pipe for leakage and replace defective pipe, fitting, joint, valve, or appurtenance. Repeat test until pipe passes test. 6. Cement or caulking to seal leaks is prohibited. F. Volumetric Leakage Test: 1. Backfill to prevent pipe from moving under pressure. Expose couplings and fittings. 2. Purge air from pipeline before test. 3. Subject mainline pipe to 140 PSI for two hours. Maintain constant pressure. 4. Provide all necessary pumps, bypass piping, storage tanks, meters, 3-inch test gauge, supply piping, and fittings in order to properly perform testing. 5. Testing pump must provide a continuous 140-PSI pressure to the mainline pipe. Allowable deviation in test pressure is 5-PSI during test period. Restore test pressure to 140-PSI at end of test. 6. Water added to mainline pipe must be measured volumetrically to nearest 0.10 gallons. 7. Use following table to determine maximum allowable volume lost during test: Leakage Allowable (Gallons per (100 Joints) / Hour) Test Pressure (PSI) PIPE SIZE (INCHES) 60 1 70 1 80 90 160 110 120 130 140 3" 0.31 1 0.34 1 0.36 0.38 0.41 0.43 0.44 0.46 0.48 Note: Allowable Leakage calculated using L = (ND4P)/7400 Where: L = Allowable Leakage (gph) N = Number of Joints D = Nominal Diameter of Pipe (inches) P = Average Test Pressure (psi) IRRIGATION 02810 - 3 SECTION 00100 INSTRUCTIONS TO BIDDERS East Prospect Road — Landscape Improvements 8. Replace defective pipe, fitting, joint, valve, or appurtenance. Repeat test until pipe passes test. 9. Cement or caulking to seal leaks is prohibited. 10. Contractor may sub -contract testing to pipeline testing company approved by Owner. G. Operational Test: 1. Activate each remote control valve in sequence from controller. Provide either one additional personal with radio or use handheld remote to activate remote control valves from controller. Manually activating remote control valve using manual bleed mechanism at remote control valve is not an acceptable method of activation. Owner's Representative will visually observe operation, water application patterns, and leakage. 2. Replace defective remote control valve, solenoid, wiring, or appurtenance to correct operational deficiencies. 3. Replace, adjust, or move water emission devices to correct operational or coverage deficiencies. 4. Replace defective pipe, fitting, joint, valve, sprinkler, or appurtenance to correct leakage problems. Cement or caulking to seal leaks is prohibited. 5. Repeat test(s) until each lateral passes all tests. Repeat tests, replace components, and correct deficiencies at no additional cost to Owner. H. Control System Grounding: 1. Test for proper grounding of control system per manufacturer's recommendations. Test results must meet or exceed manufacturer's guidelines for acceptance. 2. Replace defective wire, grounding rods, grounding plates, or appurtenances. Repeat test until manufacturer's guidelines are met. I. Testing Review: Failure of initial testing review will require additional review. Payment of costs, including travel expenses and site visits by Owner's Representative, for additional reviews that may be required due to non-compliance with the Construction Documents will be Contractor's. responsibility. 1.06 CONSTRUCTION REVIEW The purpose of on -site reviews by Owner's Representative is to periodically observe work in progress, Contractor's interpretation of construction documents, and to address questions with regard to installation. A. Schedule reviews for irrigation system layout or testing with Owner's Representative as required by these specifications. B. Impromptu reviews may occur at any time during project. IRRIGATION 02810 - 4 East Prospect Road — Landscape Improvements C. A review will occur at completion of irrigation system installation and Project Record Drawing submittal. 1.07 GUARANTEE/WARRANTY AND REPLACEMENT The purpose of guarantee/warranty is to ensure that Owner receives irrigation materials of prime quality, installed and maintained in thorough and careful manner. A. Guarantee/warranty irrigation materials, equipment, and workmanship against defects for period of two years from formal written acceptance by Owner's Representative. Fill and repair depressions. Restore landscape, utilities, structures and site features damaged by settlement of irrigation trenches or excavations. Repair damage to premises caused by defective items. Make repairs within seven days of notification from Owner's Representative. B. Replace damaged items with identical materials and methods per contract documents or applicable codes. Make replacements at no additional cost to contract price. C. Guarantee/warranty applies to originally installed materials and equipment, and replacements made during guarantee/warranty period. PART 2: MATERIALS 2.01 QUALITY Use new materials without flaws or defects. 2.02 SUBSTITUTIONS A. Use specified equipment, or pre -approved equal. Alternative equipment must be approved by Engineer prior to bidding. Changes and associated design costs to accommodate alternative equipment are Contractor's responsibility. B. Pipe sizes referenced in the construction documents are minimum sizes, and may be increased at Contractor's option. 2.03 SLEEVING A. Provide sleeve beneath hardscape for irrigation pipe where sleeving does not exist. Provide separate sleeve beneath hardscape for wiring bundle. B. Provide PVC Class 200 pipe with solvent welded joints for sleeving material beneath hardscape for all new sleeving. IRRIGATION 02810 - 5 East Prospect Road — Landscape Improvements C. Sleeve sizing: A minimum of twice the nominal diameter of solvent -welded pipe or wiring bundle, or as indicated on drawings. D. Existing sleeving: Locate and utilize existing sleeving and wire conduit as indicated on drawings. 2.04 PIPE AND FITTINGS A. Mainline Pipe and Fittings: 1. Use rigid, unplasticized polyvinyl chloride (PVC) 1120, 1220 National Sanitation Foundation (NSF) approved pipe, extruded from material meeting requirements of Cell Classification 12454-A or 12454-B, ASTM Standard D 1784, with integral belled end. 2. Use PVC Class 200, SDR-21, rated at 200 PSI, conforming to dimensions and tolerances established by ASTM Standard D2241. Use rubber-gasketed pipe equipped with factory installed reinforced gaskets for mainline pipe with nominal diameter 3-inches and larger. Use Gasketed pipe joints conforming to "Laboratory Qualifying Tests" section of ASTM D3139. Use gasket material conforming to ASTM F477. Use Harco or approved equal rubber-gasketed deep bell ductile iron fittings conforming to ASTM A-536 and ASTM F-477. Use lubricant approved by pipe manufacturer. 4. Use solvent weld pipe for mainline pipe with nominal diameter 2-1/2-inches and less. Use Schedule 40, Type 1, PVC solvent weld fittings conforming to ASTM Standards D2466 and D1784. Use primer approved by pipe manufacturer. Use solvent cement conforming to ASTM Standard D2564. 5. Mainline pipe within sleeves: Use solvent weld pipe for mainline pipe with nominal diameter 3-inches and smaller installed within sleeves. B. Lateral Pipe and Fittings: 1. Use rigid, unplasticized polyvinyl chloride (PVC) 1120, 1220 National Sanitation Foundation (NSF) approved pipe, extruded from material meeting requirements of Cell Classification 12454-A or 12454-B, ASTM Standard D 1784, with integral belled end suitable for solvent welding. 2. Use Class 160, SDR-26, rated at 160 PSI, conforming to dimensions and tolerances established by ASTM Standard D2241. Use solvent weld pipe for lateral pipe. Use Schedule 40, Type 1, PVC solvent weld fittings conforming to ASTM Standards D2466 and D1784 for PVC pipe. Use primer approved by pipe manufacturer. Solvent cement to conform to ASTM Standard D2564, of type approved by pipe manufacturer. 3. For drip irrigation laterals downstream of zone control valves, use UV radiation resistant polyethylene pipe manufactured from Prime Union Carbide G-resin 7510 Natural 7 manufactured by Union Carbide or a Union Carbide Licensee with a minimum of 2-percent carbon black. Use PVC/compression line fittings compatible with drip lateral pipe. Use tubing stakes or landscape fabric staples to hold above- ground pipe in place. IRRIGATION 02810 - 6 East Prospect Road — Landscape Improvements C. Specialized Pipe and Fittings: 1. Copper pipe: Use Type "K" rigid pipe conforming to ASTM Standard B88. Use wrought copper or cast bronze fittings, soldered, flared mechanical, or threaded joint per installation details or local code. Use a 95-percent tin and 5- percent antimony solder. 2. Low Density Polyethylene Hose: a. Use pipe specifically intended for use as flexible swing joint. Inside diameter: 0.490+0.010 inch. Wall thickness: 0.100+0.010 inch. Color: Black. b. Use spiral barb fittings supplied by same manufacturer as hose. 3. Use PVC Schedule 80 nipples and PVC Schedule 80 threaded fittings for threaded pipe connections. 4. Joint sealant: Use non -hardening, nontoxic pipe thread sealant formulated for use on threaded connections and approved by pipe fitting or valve manufacturer. D. Thrust Blocks: 1. Use 3,000 PSI concrete. Use commercially pre -mixed concrete unless written approval is provided by Owner's Representative prior to construction. 2. Use 2 mil plastic protective sheeting. 3. Use No. 4 Rebar. E. Joint Restraint Harness: 1. Provide joint restraint harness components as recommended by pipe and fitting manufacturer and in accordance with accepted industry practices. For joint restraints on ductile iron pipe applications, use restraint components constructed of 60-42-10 ductile iron conforming to ASTM A536. For joint restraints on PVC pipe applications, use restraint components constructed of 60-42-10 ductile iron conforming to ASTM A536-80 and ASTM F1674-96. 2. Use bolts, nuts, retaining clamps, all -thread, or other joint restraint harness materials which are zinc plated or galvanized. 3. Restrained Casing Spacers: Provide Ford Uni-Flange Restrained Casings Spacers or equal. Use restrainer body and runner supports constructed of high strength ductile iron meeting ASTM A536 and grade 65-42-12. Use Connecting rods conforming to ASTM A242, ANSI/AWWACI l 1/A21.11. Use runners constructed of ultra high molecular weight polymer. 2.05 MAINLINE COMPONENTS A. Winterization Assembly: as presented in drawings and installation details. B. Reduced Pressure Backflow Prevention Assembly: as presented in drawings and installation details. . C. Pressure Reducing Master Valve Assembly: as presented in drawings and installation details. IRRIGATION 02810 -7. East Prospect Road — Landscape Improvements D. Isolation Gate Valve Assembly: as presented in drawings and installation details E. Quick Coupling Valve Assembly: as presented in drawings and installation details. F. Air -Vacuum Relief Valve Assembly. as presented in drawings and installation details. 2.06 SPRINKLER AND BUBBLER IRRIGATION COMPONENTS A. Remote Control Valve (RCV) Assembly for Sprinkler and Bubbler Laterals: as presented in drawings and installation details. B. Sprinkler Assembly: as presented in drawings and installation details. C. Bubbler Assembly: as presented in drawings and installation details. 2.07 DRIP IRRIGATION COMPONENTS A. Remote Control Valve (RCV) Assembly for Drip Laterals: as presented in drawings and installation details. B. Zone Control Valve Assembly: as presented in drawings and installation details. C. Drip Emitter Assembly: I . Use emitter device as presented in drawings and installation details. 2. Use flexible plastic distribution tubing to direct water from emitter outlet to emission point. Use distribution tubing compatible with emitters. Do not exceed five feet length between emitter and distribution tubing outlet. Use tubing stakes to anchor distribution tubing. D. Flush Cap Assembly: as presented in drawings and installation details. 2.08 INDEPENDENT CONTROL SYSTEM COMPONENTS A. Irrigation Controller Assembly: 1. As presented in drawings and installation details. 2. Lightning protection: Provide one 12"06"0.0625" ground plate, one 5/8"x 10 foot copper clad UL listed grounding rod, 30 feet of #6 AWG bare copper grounding wire, two 6-inch round valve boxes, and one CADWELD connector at each satellite controller group. 3. Wire markers: Prenumbered or labeled with indelible nonfading ink, made of permanent, nonfading material. 4. Switch/Outlet: Use 120 VAC, 15 amp combination switch/GFCI outlet. IRRIGATION 02810 - 8 East Prospect Road — Landscape Improvements B. Irrigation Controller Assembly enclosure: As presented conceptually in installation details. Constructed of stainless steel with free -flow ventilation. Prepare shop drawings to show exact placement of all components housed in enclosure. C. Low Voltage Control Wire: 1. Use American Wire Gauge (AWG) No. 14-1 solid copper, 600 volt, Type OF or PE cable, UL approved for direct underground burial for individual control wires and spare control wires from the controller assembly to each remote control valve or stub -out location. Use American Wire Gauge (AWG) No. 12-1 solid copper, 600 volt, Type OF or PE cable, UL approved for direct underground burial for common ground wire and spare common wires from controller assembly to each remote control valve or stub -out location. 2. Color: Use continuous color for wire jacket over entire length. Install low voltage wires using the following color coding: ■ Controller "A" control wires: Red ■ Controller "A" common wire: White with red stripe ■ Controller `B" control wires: Brown ■ Controller `B" common wire: White with brown stripe ■ Spare control wires along wire routing from each controller: Yellow with stripe matching control wire color ■ Spare common wires along wire routing from each controller: White with yellow stripe 3. Splices: Use 3M DBY or 3M DBR wire connector with waterproof sealant. 4. Electrical conduit: Use PVC Schedule 40 conduit conforming to dimensions and tolerances established by ASTM Standard D-1785. Use Schedule 40, Type 1, PVC solvent weld sweep fittings for PVC conduit conforming to ASTM Standards D2466 and D1784. 5. Warning tape: Inert plastic film highly resistant to alkalis, acids, or other destructive chemical components likely to be encountered in soils. Three inches wide, colored red, and imprinted with "CAUTION: BURIED ELECTRIC LINE BELOW." 2.09 OTHER COMPONENTS A. Tools and Spare Parts: Furnish operating keys, servicing tools, test equipment, spare parts and other items indicated in drawings and specifications. B. Other Materials: Provide other materials or equipment shown on drawings or installation details that are part of irrigation system, even though items may not have been referenced in specifications. IRRIGATION 02810 - 9 East Prospect Road — Landscape Improvements PART 3: EXECUTION 3.01 INSPECTIONS AND REVIEWS A. Site Inspections: 1. Verify construction site conditions and note irregularities affecting work of this, section. Report irregularities in writing to Owner's Representative prior to beginning work. 2. Commencement of work implies acceptance of existing site conditions. B. Utility Locates ("Call Before You Dig"): 1. Arrange and coordinate Utility Locates with local authorities prior to construction. 2. Repair underground utilities that are damaged during construction. Make repairs at no additional cost to contract price. 3.02 LAYOUT OF WORK A. Stake out irrigation system. Items staked include: backflow preventer, sprinklers, pipe, sleeves, control valves, air/vacuum relief valves, controller assemblies, and isolation valves. B. Irrigation System Layout Review: Irrigation system layout review will occur after staking has been completed. Notify Owner's Representative one week in advance of review. Modifications will be identified by Owner's Representative at this review. C. Install irrigation components inside of project property lines. 3.03 EXCAVATION, TRENCHING, AND BACKFILLING A. Excavate and install pipes at minimum cover indicated in drawings or specifications. Excavate trenches at appropriate width for connections and fittings. B. Minimum cover (distance from top of pipe or control wire to finish grade): 1. Mainline pipe: (24-inches) to top of pipe. 2. Electrical conduit: (24-inches) to top of pipe. 3. Control wire: 2-inch lateral offset from bottom of mainline pipe. 4. Lateral pipe to sprinklers and bubblers: (12-inches) to top of pipe. 5. Manifold pipe to drip system zone control valves: (12-inches) to top of pipe. 6. Drip lateral pipe in turf downstream of drip system zone control valves: (6-inches) to top of pipe. 7. Drip lateral pipe in planting beds downstream of drip system zone control valves: Secure to finish grade with approved tubing stakes. Install and test prior to installation of landscape fabric and mulch. 8. PVC UV radiation resistant lateral pipe: Secure to finish grade with approved tubing stakes. IRRIGATION 1 02810 - 10 East Prospect Road — Landscape Improvements C. Maintain at least 10-feet clearance from centerline of trees. D. PVC lateral pipes may not be pulled into soil. Piping must be installed in open trench. Install pipe at burial depths listed above. E. Backfill only after lines have been reviewed and tested. F. Excavated material is generally satisfactory for backfill. Use backfill free from rubbish, vegetable matter, and stones larger than 2-inches in maximum diameter. Remove material not suitable for backfill. Use backfill free of sharp objects next to pipe. G. Backfill buried pipe and sleeves in either of the following manners: Backfill trench by depositing backfill material equally on both sides of pipe in 6- inch layers and compacting to density of surrounding soil. H. Backfill buried pipe and sleeves by depositing backfill material equally on both sides of pipe in 6-inch layers and compacting each layer to 90 percent Standard Proctor Density, ASTM D698-78. Use of water for compaction, "puddling", will not be permitted. I. Enclose pipe and wiring beneath roadways and hardscapes in separate sleeves. Minimum compaction of backfill for sleeves shall be 95 percent Standard Proctor Density, ASTM D698-78. Use of water for compaction around sleeves, "puddling", will not be permitted. Dress backfilled areas to original grade. K. Contact Owner's Representative for trench depth adjustments where utilities conflict with irrigation trenching and pipe work. 3.04 SLEEVING AND BORING A. Provide sleeving at depth that permits encased pipe or wiring to remain at specified burial depth. B. Trim existing sleeve ends twelve inches beyond edge of hardscape to meeting grading requirements. Existing sleeve modification will be considered incidental to installation of the irrigation system. C. Bore for sleeves under obstructions that cannot be removed. Employ equipment and methods designed for horizontal boring. 3.05 ASSEMBLING PIPE AND FITTINGS A. General: Keep pipe free from dirt and debris. Cut pipe ends square, debur and clean as recommended by manufacturer. IRRIGATION 02810 - 11 East Prospect Road — Landscape Improvements 2. Keep ends of assembled pipe capped. Remove caps only when necessary to continue assembly. 3. Trenches may be curved to change direction or avoid obstructions within limits of the curvature of pipe. Curvature results from bending of pipe lengths. Do not exceed pipe and fitting manufacturer's allowable deflection at joints. Minimum radius of curvature and offset per 20-foot length of pipe -by -pipe size are shown in following table. SIZE RADIUS OFFSET PER 20' LENGTH 1 '/2" 25' T-8" 2" 25' 78" 2 1/z" 100' 1'-11 " 3" 100' B. Mainline Pipe and Fittings: 1. Use only strap -type friction wrenches for threaded plastic pipe. 2. PVC Rubber-Gasketed Pipe: a. Use pipe lubricant. Join pipe in manner recommended by manufacturer and in accordance with accepted industry practices. 3. PVC Solvent Weld Pipe: a. Use primer and solvent cement. Join pipe in manner recommended by manufacturer and in accordance with accepted industry practices. b. Cure for 30 minutes before handling and 24 hours before allowing water in pipe. C. Snake pipe from side to side within trench. 4. Fittings: I a. Use of cross type fittings is not permitted. b. Do not strike ductile iron fittings with metallic tools. Cushion blows with wood block or similar shock absorber. C. Lateral Pipe and Fittings: 1. Use only strap -type friction wrenches for threaded plastic pipe. IRRIGATION 02810 - 12 East Prospect Road — Landscape Improvements 2. PVC Solvent Weld Pipe: a. Use primer and solvent cement. Join pipe in manner recommended by manufacturer and in accordance with accepted industry practices. b. Cure for 30 minutes before handling and 24 hours before pressurizing or installing with vibratory plow. C. Snake pipe from side to side within trench. 3. UV Radiation Resistant Polyethylene Pipe: a. Join pipe in manner recommended by manufacturer and in accordance with accepted industry practices. b. Snake pipe from side to side within trench. Do not compress or crimp pipe with stake, staple or other construction activity. 4. Fittings: Use of cross type fittings is not permitted. D. Specialized Pipe and Fittings: Copper Pipe: a. Use flux and solder. Join pipe in manner recommended by manufacturer and in accordance with local codes and accepted industry practices. b. Solder so that continuous bead shows around the joint circumference. 2. Low Density Polyethylene Hose: Install hose and compatible fittings in manner recommended by manufacturer and in accordance with accepted industry practices. 3. PVC Threaded Connections: a. Use only factory -formed threads. Field -cut threads are not permitted. b. Apply thread sealant in manner recommended by component, pipe and sealant manufacturers and in accordance with accepted industry practices. C. Use plastic components with male threads and metal components with female threads where connection is plastic -to -metal. . E. Thrust Blocks: I. Use thrust blocks for fittings on pipe greater than or equal to 3-inch diameter, or any diameter of rubber gasketed pipe. 2. Size, orient, and place cast -in -place concrete against undisturbed soil as shown on installation details. 3. Wrap fitting or component with plastic to protect bolts, joint, gasket and fitting from concrete. Do not bury fitting or component in concrete. 4. Commercially delivered concrete requires a 3,000 PSI mix. 5. If pre -mix bags are used, mix per manufacturer's recommendations (maximum I gallon of water to 80-pound bag of pre -mix). 6. Contractor is responsible for performing a slump test (minimum of 2-inches to a maximum of 4-inches) if requested by Owner's Representative. IRRIGATION 02810 - 13 EAST PROSPECT ROAD - LANDSCAPE IMPROVEMENTS Bid Tabulation Addendum 2 Item # Item Description Quantity Unit Unit Cost lixtension GENERAL REQUIREMENTS 1.1 Mobilization. Bid Bond, and Insurance 1 Lump Sum S 12 Construction Staking & Surveying 1 Lump Sum By City Of Fort Collins 1.3 Traffic Control t Lump Sum By City Of Fort Collins 1.4 Flagging t Lump Sum By City Of Fort Collins 1.5 2-Year Maintenance t Lump Sum By City Of Fort Collins SUBTOTAL $ EARTHWORK and EROSION CONTROL 2.1 Soil Preparation (clearing, grubbing, Selective Herbicide App. - North & South Roadway Only) 134,670 SF S 2-2 Soil Preparation (deanng. grubbing, NGnSelective Herbicide App. - Medan Only) 33.000 SF S 2.3 Grading, Impart Topsoil, Shaping - Median Only 33,000 SF S - 2.4 Storm Drain Inlet Protection 9 EA S 2.5 Eros on Control Logs 0 2") 1925 LF S SUBTOTAL S PLANTING MATERIALS 3.1 Type i Seeding & Hydromufching. Shon Grass (East of Bridge, includes median) 59,580 SF S - 3.2 Type 2 Seeding & Hydromutching, Tall Grass (West of Bridge, includes median) 75.342 SF S - 3.3 Type 3 Plugs- Medan only, 11,527 sq.h. (within Seed Mo( Type 1) 3360 EA $ 3.4 Type 4 Plugs- Medan only, 8.783 sq.ft iwithin Seed l rrx Type 2) 2560 EA $ - 3.5 PfatnS CNIamiyood - 22- Cal. (Populus sargemii) 20 EA S - 3.6 Plains Gotionwood - 3- Cal. (Poptdus sargemii) 12 EA $ - 3.7 Servicnbeny - #5 Gallon Container tAmelanchier aldfolia) 11 EA S - 3.8 Four -Wing Satlbush - 05 Gallon Container (triplex canescansO 41 EA S 3.9 Tall Blue Rabbitbrush - #5 Galon Container (Chrysothamnus nausaosus albicalus) 51 EA S - 3.10 Tap Green Rabbitbrush - #5 Gallon Container (Chrysothamnus nausemus graveolens) 30 EA S - 3.11 Lan Rabbitbrush - #5 Gallon Container (Chrysothanulus viscidif r s) 36 Fit S - 3-12 Shrub Plains Cottonwood - #5 Gallon Container (Populus sargenlii) 21 EA S 3.13 Western Sandcheny - #5 Gallon Container (Prunus besseyi) 54 EA S 3.14 Creeping Western Sandcheny - 95 Gallon Container lPrunus besseyi 'Pawnee Buttes') 14 EA S - 3.15 Cholwchen y - #5 Gallon Container (Prunus vigin Tana) 18 EA S - 3. t G Threeleaf Sumac - #5 Gallon Container (Rhus trilebata) 37 EA S - 3.17 Golden Currant - 45 Gallon Container (Ribes aureum) 20 EA 5 . 3 18 American Plum - #5 Gallon Container (Prunus americana) 21 EA $ 3.19 Snowberry - #5 Gallon Container (Symphoricarpos oreophilus) 5 EA I $ - 3.20 Heavy Metal Blue Snitcigrass - #1 Gallon Container (Panicum virgatum'Hea y Metal') 658 EA S 3.21 Shenandoah Red Switchgrass - # 1 Gallon Container (Panicum virgatum 'Shenandoah') 594 EA S 3.22 Little Bluestem Grass - #1 Gallon Container i,Sch¢achyrium saopanum'Blaze7 435 EA 8 - 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. Rev10/20/07 Section 00100 Page-1 East Prospect Road — Landscape Improvements F. Joint Restraint Harness: I. Use on pipegreater than or equal to 3-inch diameter or any diameter of rubber gasketed pipe. Use a joint restraint harness wherever joints are not positively restrained by flanged fittings, threaded fittings, and/or thrust blocks. 2. Use a joint restraint harness with transition fittings between metal and PVC pipe, where weak trench banks do not allow use of thrust blocks, or where extra support is required to retain fitting or joint. 3. Use restrained casing spacers for gasketed pipe routed through sleeving. Install harness in the manner recommended by the manufacturer and in accordance with accepted industry practices. Install self -restraining casing spacers at all gasketed pipe bell joints and every 10-feet along the gasketed mainline pipe installed through sleeving. Provide correct number and type of restraints per manufacturer's requirements. 3.06 INSTALLATION OF MAINLINE COMPONENTS A. Winterization Assembly: Provide where indicated on drawings. Brand "WA" on valve box lid in 2-inch high letters. B. Reduced Pressure Backflow Prevention Assembly: Provide where indicated on the drawings. Provide assembly so that its elevation, orientation, access, and drainage conform to manufacturer's recommendations and applicable health codes. Provide enclosure as indicated on drawings. C. Pressure Reducing Master Valve Assembly: Provide where indicated on drawings. Brand "MCV" on valve box lid in 2-inch high letters. D. Isolation Gate Valve Assembly: Provide where indicated on drawings. Install at least 12- inches from and align with adjacent walls or edges of paved areas. Brand "GV" on valve box lid in 2-inch high letters. E. Quick Coupling Valve Assembly: Provide where indicated on drawings. Brand "QC" on valve box lid in 2-inch high letters. Air -Vacuum Relief Valve Assembly: Install where indicated on drawings or nearest high point, not closer than 2-feet from nearest fitting. Brand "AV" on valve box lid in 2-inch high letters. 3.07 INSTALLATION OF SPRINKLER AND BUBBLER IRRIGATION COMPONENTS A. Remote Control Valve (RCV) Assembly for Sprinkler and Bubbler Laterals: 1. Flush mainline before installation of RCV assembly. 2. Provide where indicated on drawings. Use wire connectors and waterproof sealant to connect control wires to remote control valve wires. Provide connectors and sealant per manufacturer's recommendations. IRRIGATION 02810 - 14 East Prospect Road — Landscape Improvements . 3. Provide only one RCV to a valve box. Locate valve box at least 12-inches from and align with nearby walls or edges of paved areas. Group RCV assemblies together where practical. Align grouped valve boxes in uniform patterns. Allow at least 12-inches between valve boxes. Brand controller letter and station number on valve box lid in 2-inch high letters. 4. Adjust RCV assembly to regulate downstream operating pressure. 5. Attach ID tag with controller station number to control wiring. B. Sprinkler Assembly: 1. Flush lateral pipe before installing sprinkler assembly. 2. Provide per installation details at locations shown on drawings. 3. Locate spray bodies 3-inches from adjacent walls, fences, or edges of paved areas. 4. Install sprinklers perpendicular to finish grade. 5. Provide appropriate nozzle or adjust arc of coverage of each sprinkler for best performance and uniform coverage. 6. Adjust radius of throw of each sprinkler for best performance and uniform coverage. C. Bubbler Assembly: 1. Flush lateral pipe before installing bubbler assembly. 2. Provide bubbler assembly per installation details at locations shown or directed on drawings. 3.08 INSTALLATION OF DRIP IRRIGATION COMPONENTS A. Remote Control Valve (RCV) Assembly for Drip Laterals: 1. Flush mainline pipe before installing RCV assembly. 2. Locate as shown on drawings. Connect control wires to remote control valve wires using wire connectors and waterproof sealant. Provide connectors and sealant per manufacturer's recommendations. 3. Provide only one RCV to valve box. Locate at least 12-inches from and align with nearby walls or edges of paved areas. Group RCV assemblies together where practical. Align grouped valve boxes in uniform patterns. Allow at least 12-inches between valve boxes. Brand controller letter and station number on valve box lid in 2-inch high letters. 4. Arrange grouped valve boxes in rectangular patterns. Set RCV assembly discharge pressure to 30 PSI. B. Zone Control Valve Assembly: Provide where indicated on drawings. Install at least 12- inches from and align with adjacent walls or edges of paved areas. Brand "ZCV" on valve box lid in 2-inch high letters. C. Drip Emitter Assembly: 1. Locate as shown on drawings and installation details. 2. Flush lateral pipe before installing emitter assembly. IRRIGATION 02810 - 15 East Prospect Road — Landscape Improvements 3. Cut emitter outlet distribution tubing square. 4. Use tools manufactured, and techniques recommended, by emitter manufacturer. D. Flush Cap Assembly: Provide at end of each drip irrigation lateral pipe as shown and directed on drawings and installation details. Install at least 12-inches from and align with adjacent walls or edges of paved areas. Brand "FC" on valve box lid in 2-inch high letters. 3.09 INSTALLATION OF INDEPENDENT CONTROL SYSTEM COMPONENTS A. Irrigation Controller Assembly: 1. Location of controller assembly as depicted on drawings is approximate; Owner's Representative will determine exact site location upon commencement of contract. during sprinkler layout review. Install controller assembly and enclosure in accordance with controller manufacturer recommendations. 2. Lightning protection: Drive full length of grounding rod into soil. Space rod and grounding plate 20 feet apart in straight line away from each controller group. Connect #6 AWG copper grounding wire to rod using CADWELD connection. Install 6-inch round valve box over each CADWELD connection and grounding plate connection. Provide connection of grounding wire between controllers in groups in accordance with controller manufacturer or distributor's recommendations. 3. Coordinate installation of electrical service in accordance with local codes. Provide primary surge protection arrestors on incoming power lines in accordance with controller manufacturer recommendations. 4. Provide one valve output surge protection arrestor on each control wire and one for common wire. 5. Connect control wires to corresponding controller terminal. Attach wire markers to ends of control wires inside controller assembly housing. Label wires with identification number (see drawings) of remote control valve to which control wire is connected. 6. Provide combination switch/GFCI outlet in accordance with local codes inside controller pedestal or assembly enclosure. B. Low Voltage Control Wire: 1. Bundle control wires where two or more are in same trench. Bundle with pipe wrapping tape spaced at 10-foot intervals. Do not tape wires together where contained within sleeving or conduit. 2. Provide 24-inch excess length of wire in 8-inch diameter loop at each 90-degree change of direction, at both ends of sleeves, and at 100-foot intervals along continuous runs of wiring. Do not tape or tie wiring loop. Coil 30-inch length of wire within each remote control valve box. 3. Install common ground wire and one control wire for each remote control valve. Multiple valves on single control wire are not permitted. 4. If control wire must be spliced, make splice with wire connectors and waterproof sealant, installed per manufacturer's instructions. Locate splice in valve box that contains irrigation valve assembly, or in separate standard rectangular valve box. Use same procedure for connection to valves as for in -line splices. IRRIGATION 02810 - 16 East Prospect Road — Landscape Improvements Install wire parallel with and below mainline pipe unless noted otherwise on plans. 3.10 INSTALLATION OF OTHER COMPONENTS A. Tools and Spare Parts: Prior to Review at completion of construction, supply to Owner operating keys, servicing tools, spare parts, test equipment, and other items indicated in General Notes on the drawings. B. Other Materials: Provide other materials or equipment shown on drawings or installation details that are part of irrigation system, even though items may not have been referenced in specifications. 3.11 PROJECT RECORD (AS -BUILT) DRAWINGS A. Document changes to design. Maintain on -site and separate from documents used for construction, one complete set of contract documents as Project Documents. Keep documents current. Do not permanently cover work until accurate "as -built" information is recorded. B. Record pipe and wiring network alterations on a daily basis. Record work that is installed differently than shown on construction drawings. Record accurate reference dimensions, measured from at least two permanent reference points, of each irrigation system valve, each backflow prevention device, each controller assembly and other irrigation components enclosed within valve box. C. Obtain from Owner's Representative a reproducible mylar copy of drawings prior to construction completion. Duplicate information contained on project drawings maintained on -site using technical drafting pen or CAD. Label each sheet "Record Drawing". D. Turn over "Record Drawings" to Engineer. Completion of Record Drawings is required prior to final construction review at completion of irrigation system installation. 3.12 WINTERIZATION AND SPRING START-UP A. Winterize irrigation system in fall following completion, or partial completion, of irrigation system construction. Start-up irrigation system in spring following completion, or partial completion, of irrigation system construction. Repair any damage caused in improper winterization at no additional cost to Owner. Coordinate winterization and start- up with landscape maintenance personnel. 3.13 MAINTENANCE A. Maintain irrigation system for a duration of 30 calendar days from formal written acceptance by Owner's Representative. Make periodic examinations and adjustments to irrigation system components in order to achieve the most desirable application of water. B. Following completion of Contractor's maintenance period, Owner will be responsible for IRRIGATION 02810 - 17 East Prospect Road — Landscape Improvements maintaining system in working order during remainder of guarantee/warranty period, for performing necessary minor maintenance, for trimming around sprinklers, for protecting against vandalism, and for preventing damage after landscape maintenance operation. 3.14 CLEANUP A. Remove from site machinery, tools, excess materials, and rubbish upon completion of work. END OF SECTION 02810 IRRIGATION 02810 - 18 East Prospect Road — Landscape Improvements SECTION 02920 - LAWNS AND GRASSES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Seeding. 2. Plugging. 3. Erosion -control material(s). 4. Warranty. 5. Initial Maintenance. 6. Maintenance period throughout the two (2) year warranty period. B. Related Sections: 1. Division 2 Section "Site Clearing" for protection of existing trees and plantings (if indicated on the Drawings) and other miscellaneous site clearing/grubbing materials. 2. Division 2 Section "Irrigation Systems" for sprinkler irrigation. 3. Division 2 Section "Exterior Plants" for plantings, material types. 4. Division 2 Section "Hydro Mulching". 1.3 DEFINITIONS A. Finish Grade: Elevation of finished surface of planting soil. B. Planting Soil: Existing or imported topsoil, manufactured topsoil, or surface soil modified to become topsoil. C. Sub -grade: Surface or elevation of subsoil remaining after completing excavation, or top surface of a fill or backfill immediately beneath planting soil. D. Pre -emergent Herbicide: A chemical used to control plants before the :plant emerges . germinates. E. Post -emergent Herbicide: A chemical that kills plants after they have grown to seedling stage or beyond. F. Selective Herbicide: A chemical used in such a manner that it will kill undesirable crops, sparing the desirable crop. LAWNS AND GRASSES 02920 - 1 East Prospect Road — Landscape Improvements G. Non -Selective Herbicide: A chemical that is generally toxic to plants without regard to species or crop. All exposed vegetation is damaged or killed. 1.4 SUBMITTALS A. Product Data: For each type of product indicated. B. Certification of Grass Seed: From seed Vendor for each grass -seed or mixture stating the botanical and common name and percentage by weight of each species and variety, and percentage of purity, germination, and weed seed. Include the year of production and date of packaging. 1. Certification of each seed mixture for turfgrass sod, identifying source, including name and telephone number of supplier. C. Samples for Verification: 1. Soil Analysis: N/A. 2. Fertilizer: N/A. D. Product Certificates: For each type of manufactured product from Manufacturer, and complying with the following: 1. Manufacturer's certified analysis for standard products. 2. Analysis of other materials by a recognized laboratory made according to methods established by the Association of Official Analytical Chemists, where applicable. E. Material Test Reports: N/A. F. Planting Schedule: Indicating anticipated planting dates for each type of seed planting. G. Maintenance Instructions: N/A. 1.5 QUALITY ASSURANCE A. Installer Qualifications: A qualified landscape installer whose work has resulted in successful lawn establishment. 1. Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor on Project site when seeding is in progress. B. Soil -Testing Laboratory Qualifications: N/A. C. Topsoil Analysis: N/A. D. Pre -installation Conference: not required. LAWNS AND GRASSES 02920 - 2 East Prospect Road — Landscape Improvements 1.6 DELIVERY, STORAGE, AND HANDLING A. Seed: Deliver seed in original sealed, labeled, and undamaged containers. B. Bulk Materials: 1. Do not dump or store bulk materials near structures, utilities, walkways and pavements, or on existing turf areas or plants. 2. Provide erosion -control measures to prevent erosion or displacement of bulk materials, discharge of soil -bearing water runoff, and airborne dust reaching adjacent properties, water conveyance systems, or walkways. 3. Accompany each delivery of bulk fertilizers, lime, and soil amendments with appropriate certificates. 1.7 PROJECT CONDITIONS A. Weather Limitations: Proceed with planting only when existing and forecasted weather conditions permit. 1.8 MAINTENANCE SERVICE A. Initial Native Seeded Area and Native Grass Plugs Maintenance Service: Provide full maintenance by skilled employees of landscape Installer. Maintain as described in 3.6 — Native Seeding and Plugs Maintenance, this Section. PART 2-PRODUCTS 2.1 NATIVE GRASS SEED A. Type 1: Short Grass Seed Mix - Fresh, clean, dry, new seed, mixed species as follows: Mix shall include the following: Buffalo Grass Bouteloua dactyloides 25% 13.6 lbs. PLS Blue Grama Bouteloua gracilis 25% 0.9 lbs. PLS Inland Saltgrass Distichlis stricta 25% 1.3 lbs. PLS Sideoats Grama Bouteloua curtipendila 25% 4.0 lbs. PLS TOTAL 100% 19.8 lbs. PLS PLS = Pure Live Seed This mix is based on 70 seeds / foot and for only one acre. Contractor must use actual seeding area and calculate appropriate seed quantities. This mix is based on a drill seed application. If the broadcast method is used, the seed mix shall be doubled. All seed materials furnished shall be free of Colorado State noxious weeds as defined in Article III, Section 21-40 of the Code of the City of Fort Collins. LAWNS AND GRASSES 02920 - 3 - East Prospect Road — Landscape Improvements B. Type 2 Tall Grass Seed Mix - Fresh, clean, dry, new seed, mixed species as follows: 1. Mix shall include the following: Western Wheatgrass Pascopyrum smithii 15% 4.2 lbs. PLS / acre Big Bluestem Andropogon gerardii 29% 6.8 lbs. PLS / acre Yellow Indiangrass Sorghastrum nutans 28% 6.4 lbs. PLS / acre Switchgrass Panicum virgatum 28% 2_2 lbs. PLS / acre TOTAL 100% 19.6lbs. This mix is based on 70 seeds / foot and for only one acre. Contractor must use actual seeding area and calculate appropriate seed quantities. This mix is based on a drill seed application. If the broadcast method is used, the seed mix shall be doubled. All seed materials furnished shall be free of Colorado State noxious weeds as defined in Article III, Section 21-40 of the Code of the City of Fort Collins. PLS = Pure Live Seed C. Seed.Carrier: NOT REQUIRED. 2.2 NATIVE GRASS PLUGS A. In addition to the native seeded areas indicated on the Drawings, the following plugs will be installed at the spacings detailed on the Drawings. B. Plugs: Grass Species, Number 1 Quality/Premium, including limitations on thatch, weeds, diseases, nematodes, and insects. Furnish viable plants of uniform density, color, and texture, cut into square or round plugs, strongly rooted, and capable of vigorous growth and development when planted; of the following turfgrass species and plug size: 1. Type 3 — Buffalo Grass Bouteloua dactyloides Blue Grama Bouteloua gracilis Inland Saltgrass Distichlis stricta Sideoats Grama Bouteloua curtipendila a. Quantities as specified on the Drawings. b. Plug Size: 2 cc's. LAWNS AND GRASSES 02920 - 4 East Prospect Road — Landscape Improvements Type 4 — Western Wheatgrass Big Bluestein Yellow Indiangrass Switchgrass Pascopyrum smithii Andropogon gerardii Sorghastrum nutans Panicum virgatum a. Quantities as specified on the Drawings. b. Plug Size: 2 cc's. C. See 3.5 below for plug planting requirements. 2.3 MULCHES A. Hydro Mulch for seeding operations: See Section 02550. 2.4 PESTICIDES AND HERBICIDES A. General: Pesticide, registered and approved by EPA, acceptable to authorities having jurisdiction, and of type recommended by manufacturer for each specific problem and as required for Project conditions and application. .Do not use restricted pesticides unless authorized in writing by authorities having jurisdiction. B. Pre -Emergent Herbicide (Selective): Effective for controlling the germination or growth of weeds within planted areas at the soil level directly below the mulch layer. EPA registered and approved, of type recommended by Manufacturer for application. 1. Apply approximately 2 — 4 weeks prior to plant emerging, between mid -April and mid - May, depending upon weather conditions. 2. Contractor to provide selective pre -emergent product in all areas outside of the medians. The intent is to "save" as much of the existing native seed as possible and new/proposed seed will supplement this existing condition. Minimal grading in these areas is anticipated. 3. Contractor to apply one (1) single application prior to construction in these. areas to receive new seeding/plantings. Additional herbicide applications shall be post -emergent as described below. C. Post -Emergent Herbicide (Selective and Non -Selective): Effective for controlling weed growth that has already germinated. EPA registered and approved, of type recommended by Manufacturer for application. 1. Contractor to provide a weed free seed bed prior to seeding/planting. Post -emergent herbicide application(s) only required as needed to provide this expectation/requirement. 2. With an expected early seed date, the City's separate maintenance contractor will be responsible for these applications, along with a mowing program to promote the growth and establishment of the native seeded species. LAWNS AND GRASSES 02920 - 5 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 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 Rev10/20/07 Section 00100 Page 2 East Prospect Road — Landscape Improvements PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas to receive seeding and plugs for compliance with• requirements and other conditions affecting performance. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities, trees, shrubs, and plantings from damage caused by planting operations. 1. Protect adjacent and adjoining areas from hydro -mulching overspray. 2. Protect grade stakes set by others until directed to remove them. B. Provide erosion -control measures to prevent erosion or displacement of soils and discharge of soil -bearing water runoff or airborne dust to adjacent properties and walkways. 3.3 SOIL AND FINISHED GRADE PREPARATION A. Limit sub -grade preparation to areas to be planted. See Section 02930 — Exterior Plants and Details on the Drawings for container planting bed area specifications and requirements. B. Sub -grade Areas Outside of Roadway but within the Project Limits: Do not loosen sub -grade or disturb final/finish grade, as it is expected a large quantity of cobble will be brought to the surface. Prior to seeding operations, remove stones larger than two (2) inched in any dimension and sticks, roots, rubbish, and other extraneous matter and legally dispose of them off site. C. Finish Grading within Median: Grade median planting areas to a smooth, uniform surface plane as detailed on the Drawings, with loose, uniformly fine texture soil. Use soils generated from native ornamental grass "beds" or imported topsoil as required, to accommodate the grades indictaed. Grade to within plus or minus 1/2 inch of finish elevation. Roll and rake, remove ridges, and fill depressions to meet finish grades. Limit finish grading to areas that can be planted in the immediate future. D. Before seeding or plug installation, restore areas if eroded or otherwise disturbed after finish grading. 3.4 SEEDING A. Definitions. Weeds: Include Dandelion, Jimsonweed, Quackgrass, Horsetail, Morning Glory, Rush Grass, Mustard, Lambsquarter, Chickweed, Cress, Crabgrass, Canadian Thistle, Nutgrass, Poison Oak, Blackberry, Tansy Ragwort, Bermuda Grass, Johnson Grass, Poison Ivy, Nut Sedge, Nimble Will, Bindweed, Bent Grass, Wild Garlic, Perennial Sorrel and LAWNS AND GRASSES 02920 - 6 East Prospect Road — Landscape Improvements Brome Grass, Russian Thistle, Yellow or White Sweet Clover, Kochia and any plant on the Colorado Noxious Weeds List. B. Seeding Rates: Type 1: Short Grass Seed Mix a. 19.8 lbs. PLS / acre Drill seeded rate only, double this rate if broadcast seeded is required/preferred. 2. Type 2: Tall Grass Seed Mix a. 19.6 lbs. PLS / acre Drill seeded only, double this rate if broadcast seeded is required/preferred. C. Existing vegetation: a. Kill vegetation (grass and weeds) within existing median with a non -selective herbicide product. b. Kill broadleaf weed species utilizing selective herbicides north and south of roadway, but within the project limits. It is the intent of the project to leave (not necessarily protect, given the irrigation installation) as much of the existing native grass vegetation in place, and supplement this cover with the proposed native grass species identified above. D. Seed areas indicated on Drawings and areas disturbed by construction. Re -work previously prepared areas that have become compacted or damaged by rains or traffic. E. Apply by means of a Brillion mechanical power drawn drill seeder to a maximum depth of 1/a inch followed by packer wheels or drag chains to provide smooth finish. Seed in two (2) passes at right angles to one another (if site conditions allow). Sow half of the seed in each pass. Provide markers or other means to assure that the successive seeded strips will overlap or be separated by a space no greater than the space between rows planted by the equipment being used. F. Broadcast seed in areas that are inaccessible or too steep to drill or as indicated on Drawings. Spread seed with tackifier first then hydro mulch on top of seed. G. Restore fine grade after seeding as requested by the Owner's Representative. Cover seed to depth of 1/4 inch by raking or dragging. H. Firm seeded areas with a roller weighing maximum of 100 lbs. per foot of width. Seed application rates shall be as specified previously. I. Hydro Mulching — See Section 02550. J. Do not sow immediately following rain, when ground is too dry, when ground is frozen or un- tillable, or during windy periods. K. Selection of the time of seeding shall be Contractor's responsibility, consistent with germination and erosion control requirements. LAWNS AND GRASSES 02920 - 7 East Prospect Road — Landscape Improvements L. Seeding Contractor will be responsible for maintenance of the seed thru substantial completion, where it will then be turned over to the City of Fort Collins separate right-of-way maintenance contractor. 3.5 PLUG PLANTING A. General: 1. Existing vegetation: a. Kill vegetation (both grass and weeds) within existing median with non -selective herbicide. b. No plugs are planned to be installed north and south of the roadways within the Project Limits. 2. Planting bed shall be on bare ground, unless Seeding Contractor elects to drill seed Type 1 or 2 seed mix prior to Plug installation. 3. Plant plugs (both Type 3 and 4 and in combination with Type 1 and 2 seed mixes) in holes or furrows, spaced twenty-four (24) inches apart in both directions (checkerboard pattern). See detail on the Drawings. 4. Water the area before planting and water again after planting. 5. Following planting, be sure to "tamp" down the plug to insure soil to plug contact. Reuse dirt extracted from hole to pack grass plug in hole to prevent air pockets. 6. Randomly plant the specified varieties within the designated median areas only. 3.6 NATIVE SEEDING AND PLUGS MAINTENANCE A. Maintain and establish native seeded and plugged areas by watering, weeding, mowing, replanting, and other operations including re -roll, re -grade, and re -plant bare or eroded areas and re -mulch accordingly until written acceptance of Substantial Completion from the City of Fort Collins is received. The City of Fort Collins will assume the responsibility of maintenance including watering, weeding, etc. when the Contractor receives "Conditional Acceptance" from the City. The Contractor shall then, periodically inspect the project during the two (2) year guarantee period and immediately notify the Owner's Representative of any irregularities or deficiencies which will affect the guarantee. The Contractor shall be responsible for resetting of any plants to an upright position or to proper grade and for the removal and replacement of any dead plant material. B. Watering: Use sprinkler irrigation system to keep seed bed uniformly moist. 1. Schedule watering to prevent wilting, puddling, erosion, and displacement of seed or mulch. Lay out temporary watering system to avoid walking over muddy or newly planted areas. 2. Water with fine spray at a minimum rate of 1/2 inch per week until fully established, unless rainfall precipitation is adequate. LAWNS AND GRASSES 02920 - 8 East Prospect Road — Landscape Improvements C. Provide weed control as required so that planting is reasonably free of weeds and undesirable grass species. Utilize a broadleaf (selective) weed control product as required and mowings to depth required to best keep weed growth under control throughout native grass seed establishment. See item 3.7 below. D. Seed Establishment Period: 1. Upon completion of the seeding operations, the Contractor shall notify the City Representative to review the work. If all work is acceptable, the City Representative shall record the date and issue a "Conditional Acceptance" certificate which states that the City of Fort Collins shall begin maintenance of all seeded areas as specified. 2. Seed establishment period shall begin upon this notice of "Conditional Acceptance" given by the City Representative in writing. Areas seeded in the Spring '09 shall be inspected for required coverage the following fall no later than October 15`, 2009. 3. Required coverage for native grass seed areas shall be ten (10) viable live seedlings of the species specified per square foot as measured from five (5) feet directly overhead, with no bare spots larger than one-half (1/2) square foot. Determination of required coverage will be based on a random sampling of the entire project area, and shall consist of a minimum of five samples, each two (2) square feet in area. Bare spots are defined as those areas larger than one half (1/2) square foot which do not meet the required coverage. After the inspection, it is the Contractor's responsibility to perform the required re -seeding within seven (7) days to insure a healthy established seeding condition. 4. Once this re -seeding has been completed and is accepted, the City Representative shall issue a written notice of Final Acceptance. Seeded areas shall receive "Final Acceptance" provided a healthy, even colored, viable turf is established; reasonably free of weeds and undesirable grass species, disease and insects. Seeded areas shall meet the required coverage for seed establishment. E. Re -seeding and Repair: Re -seed areas where there is not a satisfactory stand of grass (as defined above) or upon written notice of unsatisfactory conditions of seed establishment. Re- seed areas that have been damaged or disturbed by the Contractor's operations accordingly to these specifications. Re -seeding operations shall be incidental to the work. See Item D. above for required coverage. F. The City's separate Right -of -Way maintenance Contractor will provide maintenance for a minimum of two (2) years following the date of "Conditional Acceptance". 1. Maintenance will include weed control (as described below), mowings, irrigation adjustments, winterizing irrigation system, spring start-up of irrigation system, tree staking and re -staking as required, pruning deciduous shrubs, cutting down ornamental grasses in spring, and any and all general cleanup (trash, etc.) as required. 2. Mowings: Once native grass seed is well on its way to establishment and broadleaf weeds are under control, the City's Contractor should only mow when grass height exceeds 18" to 24". The intent of the project is to re-create the native landscape paralleling the roadway, therefore a taller native grass cover would be considered consistent with the adjacent landscape. Coordinate all mowing with the Project Manager, prior to starting the work. a. Mowing Frequency: Minimum of four (4) times per growing season. LAWNS AND GRASSES 02920 - 9 East Prospect Road —,Landscape Improvements 3.7 CLEANUP AND PROTECTION A. Promptly remove soil and debris, created by seeding work, from paved areas. Clean wheels of vehicles before leaving site to avoid tracking soil onto roads, walks, or other paved areas. B. Erect temporary fencing or barricades and warning signs as required to protect newly planted areas from traffic. Maintain fencing and barricades throughout initial maintenance period and remove after lawn is established. C. Remove non -degradable erosion -control measures after grass establishment period. END OF SECTION 02920 LAWNS AND GRASSES 02920 - 10 East Prospect Road — Landscape Improvements SECTION 02930 - EXTERIOR PLANTS PART 1-GENERAL 1.1 . RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Trees. 2. Shrubs. 3. Native Ornamental Grass. 4. Tree stabilization. 5. Organic mulch. 6. In -organic (Rock) mulch. 7. Weed barrier. 8. Warranty. 9. Maintenance. B. Related Sections: 1. Division 2 Section "Selective Clearing" for site clearing. 2. Division 2 Section "Lawns and Grasses" for turf and meadow/native/wetland planting. 3. Division 2 Section "Irrigation'. 1.3 UNIT PRICES A. Work of this Section is affected by unit prices specified in Division 1 Section "Unit Prices." 1. Unit prices apply to authorized work covered by quantity allowances. 2. Unit prices apply to .additions to and deletions from Work as authorized by Change Orders. 1.4 DEFINITIONS A. Backfill: The earth used to replace or the act of replacing earth in an excavation. B. Balled and Burlapped Stock: Exterior plants dug with firm, natural balls of earth in which they are grown, with ball size not less than diameter and depth recommended by ANSI Z60.1 for type and size of tree or shrub required; wrapped, tied, rigidly supported, and drum laced as recommended by ANSI Z60.1. EXTERIOR PLANTS 02930 - 1 East Prospect Road — Landscape Improvements C. Balled and Potted Stock: Exterior plants dug with firm, natural balls of earth in which they are grown and placed, unbroken, in a container. Ball size is not less than diameter and depth recommended by ANSI Z60.1 for type and size of exterior plant required. D. Clump: Where three (3) or more young trees were planted in a group and have grown together as a single tree having three (3) or more main stems or trunks. E. Container -Grown Stock: Healthy, vigorous, well -rooted exterior plants grown in a container with well -established root system reaching sides of container and maintaining a firm ball when removed from container. Container shall be rigid enough to hold ball shape and protect root mass during shipping and be sized according to ANSI Z60.1 for type and size of exterior plant required. F. Finish Grade: Elevation of finished surface of planting soil. G. Multi -Stem: Where three or more main stems arise from the ground from a single root crown or at a point right above the root crown. H. Sub -grade: Surface or elevation of subsoil remaining after completing excavation, or top surface of a fill or backfill, before placing planting soil. I. Sub -soil: All soil beneath the topsoil layer of the soil profile, and typified by the lack of organic matter and soil organisms. 1.5 SUBMITTALS A. Product Data: For each type of product indicated. B. Samples for Verification: For each of the following: 1. 1 lb. of in -organic (rock) mulch for each type, color and texture of stone required, in labeled plastic bags. Provide name of Supplier and product name. 2. Samples of proposed organic mulch type NOT required. Material specified to be provided by the City of Fort Collins Forestry Division. See 2.06 Mulches, this section for additional information. 3. Imported Topsoil (for planting pits and median grading): Submit sample in a plastic baggie. Provide product type, supplier and phone number. Product delivered to site shall match the submitted sample. Submit delivery receipts to Owner's Representative •for review. 4. Weed barrier: Submit brand name and model number/name of proposed weed barrier to be used. 5. Tree Stakes and Webbing: Submit sample of each. C. Product Certificates: For each type of manufactured product, from Manufacturer, and complying with the following: 1. Manufacturer's certified analysis for standard products. 2. Analysis of other materials by a recognized laboratory made according to methods established by the Association of Official Analytical Chemists, where applicable. EXTERIOR PLANTS 02930 - 2 East Prospect Road — Landscape Improvements D. Planting Schedule: Indicating anticipated planting dates for exterior plants. E. Warranty: Sample of special warranty. 1.6 QUALITY ASSURANCE A. Installer Qualifications: A qualified landscape installer whose work has resulted in successful establishment of exterior plants. Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor on Project site when planting is in progress. B. Topsoil Analysis: Furnish soil analysis by a qualified soil -testing laboratory stating percentages of organic matter; gradation of sand, silt, and clay content; cation exchange capacity; sodium absorption ratio; deleterious material; pH; and mineral and plant -nutrient content of topsoil. C. Provide quality, size, genus, species, and variety of exterior plants indicated, complying with applicable requirements in ANSI Z60.1, "American Standard for Nursery Stock." D. Tree and Shrub Measurements: Measure according to ANSI Z60.1 with branches and trunks or canes in their normal position. Do not prune to obtain required sizes. Take caliper measurements 6 inches above the ground for trees up to four -inch (4") caliper size, and twelve inches (12") above the ground for larger sizes. Measure main body of tree or shrub for height and spread; do not measure branches or roots tip -to -tip. E. Observation: Owner's Representative may observe trees and shrubs either at place of growth or at site before planting for compliance with requirements for genus, species, variety, size, and quality. Owner's Representative retains right to observe trees and shrubs further for size and condition of balls and root systems, insects, injuries, and latent defects and to reject unsatisfactory or defective material at any time during progress of work. Remove rejected trees or shrubs immediately from Project site. Notify Crystal Strouse, City of Fort Collins Natural Areas at 970.416.2133, to review the plant stock on site after it. has arrived and prior to installation a minimum of three (3) days in advance of delivery to site. 1.7. DELIVERY, STORAGE, AND HANDLING A. Deliver exterior plants freshly dug. B. Do not prune trees and shrubs before delivery except as approved by Owners Representative. Protect bark, branches, and root systems from sun scald, drying, sweating, whipping, and other handling and tying damage. Do not bend or bind -tie trees or shrubs in such a manner as to destroy their natural shape. Provide protective covering of exterior plants during delivery. Do not drop exterior plants during delivery and handling. C. Handle planting stock by root ball. EXTERIOR PLANTS 02930 - 3 East Prospect Road — Landscape Improvements D. Deliver exterior plants after. preparations for planting have been completed and install immediately. If planting is delayed more than six hours after delivery, set exterior plants and trees in shade, protect from weather and mechanical damage, and keep toots moist. Set balled stock on ground and cover ball with soil, peat moss, sawdust, or other acceptable material. Do not remove container -grown stock from containers before time of planting. Water root systems of exterior plants stored on -site with a fine -mist spray. Water as often as necessary to maintain root systems in a moist condition. 1.8 PROJECT CONDITIONS A. Weather Limitations: Proceed with planting only when existing and forecasted weather conditions permit planting to be performed according to manufacturer's written instructions and warranty requirements. B. Coordination with native seeding operations: Plant trees and shrubs after finish grades are established and before native seeding unless otherwise acceptable to Owner's Representative. When planting trees and shrubs after native seeding has been completed, protect areas and promptly repair damage caused by planting operations. 1.9 INSPECTIONS A. Site Inspection: I. Contractor will inspect existing site conditions and note irregularities affecting the work of this section. Verify that grading operations have been satisfactorily completed and that topsoil of adequate quantity and quality has been placed in areas as specified. Verify that the areas to be re -vegetated are protected from concentrated runoff and sediment from adjacent areas. Note previous treatments to the areas such as temporary seeding or mulching and discuss with the Owner's Representative how these treatments will affect permanent re -vegetation. Report irregularities affecting work of this section to the Owner's Representative before initiating work. When the Contractor begins work under this section, it implies acceptance of existing conditions. 2. Contractor shall notify Owner's Representative prior to start of work. Owner's Representative will be responsible to monitor the work. B. Pre -planting Inspections: Plant material shall be inspected by an Owner's Representative before planting. Inspection of materials may be sequenced by major planting areas to accommodate efficient planting operations. Plants for inspection must be in a single location preferably on .the project site. Rejected materials must be removed from the site, replaced and re- inspected before planting. If the supplier 'is a local nursery, tagged plants may be inspected at the nursery. Photographs of the plant materials to be obtained from non - local sources may be submitted to the Owner's Representative for preliminary inspection. This preliminary inspection is subject to final approval of plants at the job site. The EXTERIOR PLANTS 02930 - 4 East Prospect Road — Landscape Improvements C 1.10 Owner's Representative reserves the right to reject plant material at any stage of construction or warranty period. 2. Soil amendments, backfill mixes and mulches will be inspected at the site by the Owner's Representative before they are used in planting operations. 3. Obtain Owner's Representatives review of staked locations of trees before digging for those plants occurs. Obtain Owner's Representatives review of the location of shrubs in their containers at the proposed locations before digging commences. Contact Owner's Representative at least two (2) days in advance. Substantial Completion Inspection: 1. As soon as all planting is completed, a review and preliminary inspection to determine the condition of the vegetation will be held by the Owner's Representatives upon request by the Contractor. 2. The inspection will occur only after the following conditions have been met: a. Landscape areas will be free of weeds and neatly cultivated; b. Plant basins shall be in good repair, C. Irrigation systems shall be fully operational with heads properly adjusted; d. Debris and litter shall be cleaned up and walkways and curbs shall be cleaned of soil and debris left from planting operations. 3. If, after the inspection, the Owner's Representative is of the opinion that the work has been performed as per the Contract Documents, and that the vegetation is in satisfactory growing condition, he will give the Contractor Written Notice of Acceptance and the Warranty period shall begin. 4. Woik requiring corrective action in the judgment of the Owner's Representative shall be performed within the first ten (10) days of the warranty period. Any work not performed within this time will require an equivalent extension of the warranty period. Corrective work and materials replacement shall be in accordance with the Contract Documents, and shall be made by the Contractor at no cost to the Owner. 5. On occasion, cold weather may preclude the opportunity to replace dead plants, or the contractor may request replacement to be delayed to the following spring. The Owner's Representative may grant this extension. In the event an extension is granted, the replacement plants shall be installed no later than May 15th, and the warranty shall be extended to November 15th of the same year (one growing season). 6. Final approval and Substantial Completion notice will be given when all deficiencies are corrected. WARRANTY A. Special Warranty: Installer's standard form in which Installer agrees to repair or replace plantings and accessories that fail in materials, workmanship, or growth within specified warranty period. Failures include, but are not limited to, the following: a. Death and unsatisfactory growth, except for defects resulting from lack of adequate maintenance, neglect, abuse by Owner, or incidents that are beyond Contractor's control. EXTERIOR PLANTS 02930 - 5 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. Rev10/20/07 Section 00100 Page 3 East Prospect Road — Landscape Improvements . b. Structural failures including plantings falling or blowing over. c. . Faulty operation of tree stabilization. d. Deterioration of metals, metal finishes, and other materials beyond normal weathering. 2. Warranty Periods from Date of Substantial Completion: a. Trees, Shrubs and Native Ornamental Grasses: Two (2) years. Include the following remedial actions as a minimum: a. Remove dead exterior plants immediately. Replace immediately unless required to plant in the succeeding planting season. b. Replace exterior plants that are more than twenty-five percent (25%) dead or in an unhealthy condition at end of warranty period. C. Provide extended warranty for replaced plant materials; warranty period equal to original warranty period. 1.11 INITIAL MAINTENANCE SERVICE A. Initial Maintenance Service for Exterior Plants: Provide full maintenance by skilled employees of landscape Installer. Maintain as required in Part 3. Begin maintenance immediately after each area is planted and continue until the project is considered "Substantially Complete", when the project will then be turned over to the City of Fort Collins separate Right -of -Way maintenance contractor. PART 2-PRODUCTS 2.01 TREE AND SHRUB MATERIAL A. General: Furnish nursery -grown trees and shrubs complying with ANSI Z60.1, with healthy root systems developed by transplanting or root pruning. Provide well -shaped, fully branched, healthy, vigorous stock free of disease, insects, eggs, larvae, and defects such as knots, sun scald, injuries, abrasions, and disfigurement. B. Provide trees and shrubs of sizes, grades, and ball or container sizes complying with ANSI Z60.1 for types and form of trees and shrubs required. Trees and shrubs of a larger size may be used if acceptable to Owners Representative, with a proportionate increase in size of roots or balls. C. Root -Ball Depth: Furnish trees and shrubs with root balls measured from top of root ball, which shall begin at root flare according to ANSI Z60.1 2.02 STREET AND FLOWERING TREES A. Street Trees: Single -stem trees with straight trunk, well-balanced crown, and intact leader, of height and caliper indicated, complying with ANSI Z60.1 for type of trees required. EXTERIOR PLANTS 02930 - 6 East Prospect Road — Landscape Improvements Provide balled and burlapped, spaded trees as specified on the Plant List on the Drawings. B. Ornamental Trees: Branched or pruned naturally according to species and type, with relationship of caliper, height, and branching according to ANSI Z60.1; stem form as follows: 1. Stem Form: Single trunk or Multi -trunk clump, see Plant List on the Drawings. 2. Provide balled and burlapped, container -grown, spaded trees as specified on the Plant List on the Drawings. 2.03 DECIDUOUS SHRUBS A. Form and Size: Shrubs with not less than the minimum number of canes required by and measured according to ANSI Z60.1 for type, shape, and height of shrub. 1. Provide container -grown shrubs. 2.04 NATIVE ORNAMENTAL GRASSES A. Provide healthy, disease -free plants of species and variety shown or listed, with well -established root systems reaching to sides of the container.to maintain a firm ball, but not with excessive root growth encircling the container. Provide only plants that are acclimated to outdoor conditions before delivery. B. Plants: Provide healthy, field -grown plants from a commercial nursery, of species and variety shown or listed, complying with requirements in ANSI Z60.1. Size of plants/containers as specified on the Plant List located on the Drawings. 2.05 TOPSOIL — as part of planting mix and imported median topsoil only. A. Topsoil: ASTM D 5268, pH range of 5.5 to 7, a minimum of four percent (4%) organic material content; free of stones one inch (1") or larger in any dimension and other extraneous materials harmful to plant growth. Submit a minimum of two (2) samples of soil to the Colorado State University Soil Testing laboratory for analysis and fertilizer recommendations. Samples shall be taken from widely varying sections of the site. 1. Supplement with imported or manufactured topsoil from off -site sources when quantities are insufficient. Obtain topsoil displaced from naturally well -drained construction or mining sites where topsoil occurs at least four inches (4") deep; do not obtain from agricultural land, bogs or marshes. 2. Topsoil shall be incidental to the installation of the plant material and included in Bid Tab line item 2.13 — Grading and Shaping of median. 2.06 MULCHES A. Organic Mulch: Free from deleterious materials and suitable as a top dressing of trees and shrubs, consisting of the following: EXTERIOR PLANTS 02930 - 7 East Prospect Road — Landscape Improvements 1. Type: Ground or shredded — located in perennial/ornamental grass areas only. No weed barrier required. a. Organic mulch material to be provided by the City of Fort Collins Forestry Division, located at Parks Maintenance Shop, 413 S. Bryan Avenue (near the City Park Golf Course), Fort Collins, 80521. Contact the City Forester (Tim Buchanan) at 970.221.6361, to schedule material pickup. City will load the material into the Contractors vehicle for transport to the site. Contractor's itemized pricing to include Contractor pickup at the above address, hauling material to the site and installation only. B. In -organic (Rock) Mulch: Hard, durable stone, washed free of loam, sand, clay, and other foreign substances, of following type, size range, and color: 1. Type 1: a. Rounded river rock / cobble. b. Size Range: 1.5" minimum to 2" inches maximum C. Color: Tan -beige color range. 2. Type 3: a. Rounded river rock / cobble. b. Size Range: 3" minimum to 6" inches maximum C. Color: Tan -beige color range. 2.07 WEED -CONTROL BARRIERS A. Mirafi 140, Typar 3341, or Polyspun 300 or approved equivalent. 2.08 TREE STABILIZATION MATERIALS A. Tree Stakes — Eight foot (8') long, 2" diameter Lodgepole Pine or Metal `t' stakes. B. Guy Anchors — N/A. C. Guying and Staking Cord - 14AWG wire with 1/2" X 12" PVC sleeves. D. Webbing: 2" nylon webbing. Hose is not permitted. 2.09 - MISCELLANEOUS PRODUCTS A. Trunk -Wrap Tape: Two (2) layers of crinkled paper cemented together with bituminous material, 4-inch wide minimum, with stretch factor of thirty-three percent (33%). 2.10 PLANTING SOIL MIX A. Planting Pit Backfill Soil Mix: Two (2) parts on -site soil, One (1) part imported topsoil. EXTERIOR PLANTS 02930 - 8 East Prospect Road — Landscape Improvements PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas to receive exterior plants for compliance with requirements and conditions affecting installation and performance. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities, and lawns and existing exterior plants from damage caused by planting operations. B. Provide erosion -control measures to prevent erosion or displacement of soils and discharge of soil -bearing water runoff or airborne dust to adjacent properties and walkways. C. Lay out exterior plants at locations directed by Owner's Representative. Stake locations of individual trees and shrubs and outline areas for multiple plantings. D. Trunk Wrapping: Inspect tree trunks for injury, improper pruning, and insect infestation; take corrective measures required before wrapping. Wrap all deciduous single trunk trees with trunk -wrap tape. Start at base of trunk and spiral cover trunk to height of first branches. Overlap wrap, exposing half the width, and securely attach without causing girdling. 3.3 PLANTING BED ESTABLISHMENT A. Loosen subgrade of planting beds to the depths detailed on the Drawings. Remove stones larger than two (2) inches in any dimension and sticks, roots, rubbish, and other extraneous matter and legally dispose of them off Owner's property. Spread topsoil / backfill mix and thoroughly blend planting soil mix. B. Finish Grading: Grade planting beds to a smooth, uniform surface plane with loose, uniformly fine texture. Roll and rake, remove ridges, and fill depressions to meet finish grades. C. Before planting, restore planting beds if eroded or otherwise disturbed after finish grading. 3.4 EXCAVATION FOR TREES AND SHRUBS A. Pits and Trenches: Excavate circular pits with sides sloped inward. Trim base leaving center area, raised slightly to support root ball and assist in drainage. Do not further disturb base. Scarify sides of plant pit smeared or smoothed during excavation. Excavate approximately three (3) times as wide as ball diameter for balled and burlapped stock. B. Sub -soil removed from excavations 1aay be used as backfill. EXTERIOR PLANTS 02930 - 9 East Prospect Road — Landscape Improvements C. Obstructions: Notify Owner's Representative if unexpected rock or obstructions detrimental to trees or shrubs are encountered in excavations. D. Drainage: Notify Owner's Representative if subsoil conditions evidence unexpected water seepage or retention in tree or shrub pits. 1. Fill excavations with water and allow to percolate away before positioning trees and shrubs. 3.5 TREE AND SHRUB PLANTING A. Before planting, verify that root flare is visible at top of root ball according to ANSI Z60.1. B. Set balled and burlapped stock plumb and in center of pit or trench with top of root ball three inches (3") adjacent finish grades. 1. Remove burlap from tops of root balls and partially from sides, but do not remove from under root balls. Remove upper third of wire basket. Remove pallets, if any, before setting. Do not use planting stock if root ball is cracked or broken before or during planting operation. 2. Place planting soil mix around root ball in layers, tamping to settle mix and eliminate voids and air pockets. When pit -is approximately one-half backfilled, water thoroughly before placing remainder of backfill: Repeat watering until no more water is absorbed. Water again after placing and tamping final layer of planting soil mix. C. Set container -grown stock plumb and in center of pit or trench with top of root ball two inches (2") above adjacent finish grades. 1. Carefully remove root ball from container without damaging root ball or plant. 2. Place planting soil mix around root ball in layers, tamping to settle mix and eliminate voids and air pockets. When pit is approximately one-half backfilled, water thoroughly before placing remainder of backfill. Repeat watering until no more water is absorbed. Water again after placing and tamping final layer of planting soil mix. D. Trunk Wrapping: Inspect tree trunks for injury, improper pruning, and insect infestation; take corrective measures required before wrapping. Wrap trees of two-inch (2") caliper and larger with trunk -wrap tape. Start at base of trunk and spiral cover trunk to height of first branches. Overlap wrap, exposing half the width, and securely attach without causing girdling. 3.6 TREE AND SHRUB PRUNING A. Remove only dead, dying, or broken branches. Do not prune for shape. 3.7 PLANT PLANTING A. Planting Beds Staking - Prior to planting, stake, flag, or paint proposed beds scaling off the plans to determine bed configuration and size. Contact the Owner's Representative for review of extent and configuration. EXTERIOR PLANTS 02930 - 10 East Prospect Road — Landscape Improvements B. Prepare soil as per Section 3.3 under Planting Bed Establishment. C. Layout all planting pots prior to planting. Space plants equally within beds to ensure a uniform appearance. Remove all pots prior to planting including peat pots. D. Plant all plant material so that the plants are flush with finish grade (top of mulch) when complete. This will require slightly mounding each plant. Lightly compact soil around base of plant to ensure adequate root/ soil contact. Do not vigorously compact. E. Re-establish fine grade by hand raking or smoothing grade by hand prior to placing mulch. F. Apply specified mulch taking care not to damage plants. Clear excess mulch from plant foliage. 3.8 PLANTING BED MULCHING A: Install weed -control barriers before in -organic (rock) mulching (not required in organic mulch areas) according to Manufacturer's written instructions. Completely cover area to be mulched (or as described on the Drawings) overlapping edges a minimum of twelve inches (12"). 1. Material and Seam Treatment: Non -woven fabric with seams pinned. B. Mulch backfilled surfaces of planting beds and other areas indicated. Provide mulch ring around trees in lawn areas. 1. Organic Mulch: Apply 3-inch average thickness of organic mulch, and finish level with adjacent finish grades. Do not place mulch against plant stems. Install organic mulch in all ornamental grass areas or as indicated on the Drawings. Landscape fabric is not required in organic mulch areas. 2. In -organic (Rock) Mulch: Apply 3-inch compacted average thickness of rock mulch, and finish level with adjacent finish grades. Do not place mulch against plant stems. Install rock mulch in areas in all deciduous shrub areas. Landscape fabric is required in all in- organic mulch areas. 3. Tree Rings: Apply 3-inch average thickness of organic mulch, and finish level with adjacent finish grades. Do not place mulch against plant stems. Landscape fabric is not required within tree ring areas. EXTERIOR PLANTS 02930 - 11 East Prospect Road — Landscape Improvements 3.9 PLANT MAINTENANCE A. Tree, Shrub and Native Ornamental Grass Maintenance: Maintain plantings by pruning, cultivating, watering, weeding, fertilizing, restoring planting saucers, adjusting and repairing stakes and guy supports, and resetting to proper grades or vertical position, as required to establish healthy, viable plantings. Spray or treat as required to keep plantings free of insects and disease. Restore or replace damaged tree wrappings. B. Continuously maintain plantings included in the Contract from the beginning of Contract work and during the progress of work and through Substantial Completion. At that time, the City of Fort Col- lins separate median Maintenance Contractor will take over maintenance. This does not / will not relieve the installation contractor from the previously discussed warranty and replacement responsi- bilities. C. The Contractor shall be responsible for resetting of any plants to an upright position or to proper grade and for the removal and replacement of any dead plant material. D. Warranty: See, 1.10, this Section, for explanation of Contractor's / Installers responsibilities throughout the warranty period. 3.10 CLEANUP AND PROTECTION A. During planting, keep adjacent paving and construction clean and work area in an orderly condition. B. Protect exterior plants from damage due to landscape operations, operations by other contractors and trades, and others. Maintain protection during installation and maintenance periods. Treat, repair, or replace damaged plantings. 3.11 PROJECT RECORD (As -Built Drawing) A. Maintain one (1) complete set of contract documents on site. Keep documents current. Record changes in location, quantity and species of plant material. Submit corrected drawings to the Owner's Representative prior to final inspection. 3.12 DISPOSAL A. Remove surplus soil and waste material, including excess subsoil, unsuitable soil, trash, and debris, and legally dispose of them off Owner's property. END OF SECTION 02930 EXTERIOR PLANTS 02930 - 12 EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS PREPARED FOR CITY OF FORT COLLINS - DECEMBER 12, 2008 SHEET INDEX SHEET NO. SHEET DESCRIPTION LANDSCAPE CS] COVER SHEET BID TAB I LANDSCAPE PLAN L2 LANDSCAPE PLAN L3 LANDSCAPE PLAN L4 LANDSCAPE PLAN IS LANDSCAPE PLAN L6 LANDSCAPE PLAN 1.7 LANDSCAPE PLAN L8 LANDSCAPE PLAN L9 LANDSCAPE DETAILS, GRADING DETAILS, PLANT LIST, GENERAL NOTES IRRIGATION IRO IRRIGATION NOTES, LEGEND IRI IRRIGATION PLAN IR2 IRRIGATION PIAN IR3 IRRIGATION PLAN IR4 IRRIGATION PLAN IR5 IRRIGATION PLAN IRS IRRIGATION PLAN IR7 IRRIGATION PLAN IR8 IRRIGATION PLAN IR9 IRRIGATION DETAILS IR 10 IRRIGATION DETAILS IRII IRRIGATION DETAILS IR12 IRRIGATION DETAILS E I th,. E9 EROSION CONTROL PLAN PROJECT TEAM OWNER: CITY OF FORT COLLINS ENGIINEERING DEPARTMENT 281 NORTH COLLEGE AVENUE FORT COLLINS, CO 80524 PH: 970.221.6605 CONTACT: KYLE LAMBRECHT KLAMBR ECHT@FCGOV.COM LANDSCAPE ARCHITECT: BHA DESIGN, INC. 1603 OAKRIDGE DRIVE FORT COLLINS, CO 80525 PH: 970.223.7577 CONTACT: JEFF KROEGER 1 KROEGER@BHADESIGN.COM JEROD HUWA JI IU WA@81IADESIGN.COM IRRIGATION: AQUA ENGINEERING, INC. 4803 INNOVATION DRIVE FORT COLLINS, CO 80525 PH: 970.229.9668 . CONTACT: DARIN SALVADOR DSALVADOR@AQUAENGR.COM SETH SAMSELL SSAMSE LL@AQUAENGR.COM VICINITY MAP SCALE: 1' = 500' Nr 1 Know whets belm ju. Witletaerouag. 16W°a .c2. orlve CITY OF FORT COLLINS µe, v—(9 )coeoia rtColllns u.e;n o•s: cec«coe.: oerc: EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS e •u ce p VM( L70IM 311.)5)] hr l9)o1222.1827 COLORADO 12. Rog REM # ITEM DESCRIPTION QUANTITY UNIT 1.1 MOBILIZATION, BID BOND, INSURANCE 1 LUMP SUM 2.1 CLEARING, GRUBBING, SELECTIVE HERBICIDE APPLICATION (NORTH & SOUTH OF ROADWAY) 134,670 SQ.FT. 2.2 CLEARING, GRUBBING, SELECTIVE HERBICIDE APPLICATION (MEDIAN ROADWAY) 33,000 SQ.FT. 2.3 GRADING AND SHAPING - MEDIAN 33,000 SQ.FT. " 2.4 STORM DRAIN INLET PROTECTION 9 EACH 2.5 12' EROSION CONTROL LOGS 1,925 UN. FT. 3.1 TYPE 1 - SEEDING AND HYDROMULCHING (EAST OF BRIDGE, INCLUDES MEDIAN) 59,580 SQ.FT. 3.2 TYPE 2 - SEEDING AND HYDROMULCHING (WEST OF BRIDGE, INCLUDES MEDIAN) 75,342 SQ.FT 3.3 TYPE 3 - PLUGS (MEDIAN ONLY) WITHIN SEED MIX TYPE 1) 3,360 EACH 3.4 TYPE 4 - PLUGS (MEDIAN ONLY) WITHIN SEED MIX TYPE 2) 2,560 EACH 3.5 PLAINS COTTONWOOD Populus wrgentii 2' CALIPER 20 EACH 3.6 PLAINS COTTONWOOD Populus wrgenBl 3' CALPER 12 EACH 3.7 SASKATOON SERVICEBERRY Amelonchier olnifolia #5 CONTAINER 11 EACH 3.8 FOUR -WING SALTBUSH Atriples canescerae #5 CONTAINER 41 EACH 3.9 TALL BLUE RABBITBRUSH Chrysothamnus nouseows olbimlus #5 CONTAINER 51 EACH " 3.10 TALL GREEN RABBITBRUSH Chrysothamnm nauseasus gmveolens #5 CONTAINER 30 EACH 3.11 LOW RABBITBRUSH Chrysothomnus viscidiflom #5 CONTAINER 36 EACH 3.12 PLAINS COTTONWOOD Populus wrgenNi #5 CONTAINER 21 EACH 3.13 WESTERN SANDCHERRY Pmnus besseyi #5 CONTAINER 54 EACH 3.14 PAWNEE BUTTES WESTERN SANDCHERRY Pmnus besseyi?a nee Buttes' #5 CONTAINER 14 EACH 3.15 BLACK COMMON CHOKECHERRY Pmnus viginiana #5 CONTAINER 18 EACH 3.16 THREELEAF SUMAC Rhus trilobam #5 CONTAINER 37 EACH 3.17 GOLDEN CURRANT Ribes oumum #5 CONTAINER 20 EACH 3.18 AMERICAN PLUM Pmnus americono #5 CONTAINER 21 EACH 3.19 MOUNTAIN SNOWBERRY Symphorimrpos omophilus #5 CONTAINER 5 EACH 3.20 HEAVY METAL SWITCHGRASS Panicum virgotum'Heavy Meld #1 CONTAINER 658 EACH 3.21 SHENANDOAH RED SWITCHGRASS Panicum Argotum Shenandoah' #1 CONTAINER 594 EACH 3.22 LITTLE BLUESTEM GRASS Schiwchyrium"scoporium'Blase' #1 CONTAINER 435 EACH 3.23 INDIAN GRASS Sorghwtmm numns #1 CONTAINER 623 EACH 4.1 TYPE 1 AGGREGATE (1.5- - 2- WASHED COBBLE, 3- DEEP) 17,746 SQ.FT. 4.2 TYPE 2 AGGREGATE (3-- 6- WASHED COBBLE, 3- DEEP) 11,119 SQ.FT 4.3 WOOD MULCH, 3- DEEP (TRANSPORT AND INSTALL ONLY) 15,885 SQ.FT 4.4 WEED BARRIER FABRIC 28,865 SQ.FT. 5.1 BACKFLOW ASSEMBLY W/ ENCLOSURE 1 EACH 5.2 1.5' MASTER VALVE ASSEMBLY 1 EACH 5.3 WINTERIZATION ASSEMBLY 1 EACH 5.4 1.5' ISOLATION GATE VALVE 3 EACH 5.5 2' ISOLATION GATE VALVE 10 EACH 5.6 3' ISOLATION GATE VALVE 3 EACH 5.7 QUICK COUPLING VALVE ASSEMBLY 27 EACH 5.8 AIR AND VACUUM RELIEF VALVE ASSEMBLY 6 EACH 5.9 36 STATION PEDESTAL MOUNT CONTROLLER 2 EACH 5.10 1.5' CLASS 200 PVC 950 LIN.FT. 5.11 2' CLASS 200 PVC 3,790 UN.FT. 5.12 3' CLASS 200 PVC 2.020 UN.FT. 5.13 1' CLASS 160 PVC 19,700 UN.FT. 5.14 1,25' CLASS 160 PVC 1,700 UN.FT. 5.15 1.5' CLASS 160 PVC 300 UN.FT. 5.16 2' CLASS 160 PVC 1.010 UN.FT. 5.17 1' REMOTE CONTROL VALVE ASSEMBLY (INCLUDES WIRE) 10 EACH 5.18 1.5' REMOTE CONTROL VALVE ASSEMBLY (INCLUDES WIRE) 30 EACH 5.19 RAINBIRD 1806 SPRINKLER ASSEMBLY 620 EACH 5.20 RAINBIRD 1804 SPRINKLER ASSEMBLY 52 EACH 5.21 HUNTER 1-206P SPRINKLER ASSEMBLY 470 EACH - 5.22 DRIP REMOTE CONTROL VALVE / FILTER ASSEMBLY (INCLUDES WIRE) 14 EACH 5.23 0.75' POLYETHYLENE DRIP TUBING 5,000 UN.FT. ' 5.24 DRIP FLUSH CAP ASSEMBLIES 24 EACH REe90RS DIE: r/m 0✓v�G� ESIaREO BY: pR�'xE BY: ARRROVEp BT: grEET sysr�.mwm CITY OF FORT COLLINS I s s __._.___ on.4v' COLORADO SCKE:� cnEaEDee EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS w Ip,l.IDe IDeE: 25 '1 LEGEND - SEE SPECIFICATIONS FOR SEED FAIR ANU AGGREGATE • 11 uS SHANKS t I- EFF M'.GAtG9iE Uu55nnoF nfFDFCrouU .'IT {IE.S•�Yipn COBBu) O FCWu �� fED IXnx SIIUS FIW OAnunEnint Gw55 O DlCIp1AN19HUDF IAIL `� EyS wG UG11 WLE 00000 f00n1 H GNW—1.1c011— SG.iIOnHIf - I, $IYEi L910i ttAIG4 GAMWf,'.MIw' Mfttw 3 ACGiEG+rt ]. rtu.nxLE3 SO Kai S'•n I�Rt SfMA60U101 A� WEIOF IAtES. ITe•ian COBUEI ♦ EAST PROSPECT ROAD, wl = \ w CAI57hG fa[ OF.Wrlu7� ♦ `mf7Hfo Ma 37+00 —f�ISiWGH UGnt, m. -1>' Z NO .— 3if11 Ca. A hBIQO YoFIdg Ib03 Oakrluge Drne F«Lcmw coeos:9 CITY OF FORT COLLINS °ryo Ll G„ol,mo„y„ oh—(970)2 30917 )9.)n3-182' ortColUns xAEe: oalE: exEaEo e.: o•7e: EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS fM FuCOLORADO ' � 25 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 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. ISubcontractors, 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. Rev10/20/07 Section 00100 Page 4 -o — got ----------------- - - 39�00 ERA JO wog � o-0ogo 'mooQOQ°- Q0 0 000p ;LIMIT n o p o o-�o- --- Q-WORK `--- — °� ¢,_ c I _ o°-o-o-o-� 0000aoo-aaaouana�'-Fi a o- 5= --- e o o-o 0 o Q -- 1 1 1 I 1 0. O O O tl 0 6 0 0 0 O n 0 0 0 0 0 Q-'Q L- _ _ _ -_ y I I // _ �p� e e o-© o 0 o n Q Q o 0 o a° o 0 0 o e o i "i a - _ ____ T i'II ill / _O.0.06 O OQpan O Qb Q60e0e aO aQ a°an0 OQOQOOO°009°OOOOQ Q�QDB �� 101u------- __ _ oy�aRa O-D-O-O O Q O Q Q 0 0 0 0 6 6 a 0 0 I '� it enn QQ o tlaa a o°o eQeQa-©-e-Q o _ o QQ ------ '1 I � i DEMO WrtrKE - ------ II II �1 II II 'I ' I 1 m I � I LEGEND - SEE SIFOFlf UOWFMaHD.X.ADAGGREGATElYPES / C — - - I WET PONDS Dn �ED.a ®mB B EI,E KEY MAP o umaaaE�De� �DEmuaa�n "'�ora�r sQ�Danu�D nYaE.Hm®n SCALE: I'=500' oDewlBnraua $ME SwIll. Q°Qoa W-D fDDDNr NED EE�lNAMDDIDE YOI 1pDHr l w F lYOiODMTYMKIYAR60NpDV IIlpll�. P'Lw OWYD .. DATE EYtLp15: DE SIBT: GNED BY: KPPBOVED BY: CITY OF FORT COLLINS IDH��,� L2 � EseCAgOD045 __----- `"'1tD"" trmy�lmn COLORA00 scut: ID.�s. soe CHECKED BT: ID/,lE: EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS 25 EYtLp15: DE SIBT: GNED BY: KPPBOVED BY: CITY OF FORT COLLINS IDH��,� L2 � EseCAgOD045 __----- `"'1tD"" trmy�lmn COLORA00 scut: ID.�s. soe CHECKED BT: ID/,lE: EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS 25 cl (OPEN WATER O RVERBEND PONDS NATURALAREA PARMING LOT LEGEND - susmamwom FOR SEED M ANDAGGREGATE TYPES CITY OF FORT COLLINS COLORADO KEY NW $C&E: I' - 5w JH I - I.A". CK--E—Y -1-1 EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS -ma12.Q. 0 I■■■■■ ] ro K Sr9 I,A LEGEND - SEE SPECIFICATIONS FOR SEED A A�D AGGREGATE TYPES Sn1u10rtt ®,r IXCOUOu651NOF n[[ �OFCDW..S.ncue5 rgei GLlW 4q iG%v35' �'335.Yi6n'COABi.fl O SECD Or6v tD6v W O ot�bLO US srwuF rxu _v'On�c Wnr roD OOOOO SE Dorlir D6nW LLJ —'.+C r+ CT Sn rzI- I MF— PxOVIDUWF[D MnAI[c[e[vFnnll COel1[,nNG1 nvES50nly rvvE 3 nGGRfGnTE 3_ nAnT reFes so nm ur.luer sewtR Is our a Dcly ur,e or Teas. F •d• un co6uml � KEY MAP ;III , �� vv` ' '. J SCALE: 1' = 50U I I I I Al uoRm 0 0 � N],DWallb tICIONL riB��DB101B YouIUp, il y 1603 0—p Dg .1— r.r.Ru.cu " —E IE' son Corr.co eD_ CITY OF FORT COLLINS °"" P�^6(9T0)133-751] tCollln5 SCALE: DATE: ,w CHEaED fl. DATE: EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS LD4 by(970)223-183] COLORADO 'f�>--- _ I ,,.,,.�, I _ 25 IIE14D lUlCl - -01D LEGEND - SEE SPECIFICATIONS FOR SEED MIX AND AGGREGAIE IVIES WN. G 5 T. DEW00 S5,—E IEE owly "I �OTNJ DETN. 1, SHEF L� FCA 711- 010INC, 11T.'N M—N 'TT11TE 3. R", —111 — Of Of T1111 �y KEY MAP SCALE: V = 5001 LIMIT OF WORK . . . . . . . . . . . . . . . .. 7. . . . . . . . . . . . . . -4 C, . . . . . . . . . . . . . . . `OPEN WATER-1 U .8 �Q mw NORTH �jm:� lo . . QAK— mh belm Callbdmyouft I6030Ak`14e RN` CITY OF FORT COLLINS a`f't Collins DA TI cnPBk D� ph— —)--7577 wAUE� 10111 - JIAM� EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS a (97G)2234— COLORADO .�'...' LIMIT" F - -_ . -- : _ �lolu N.IRE ORrWn[uinr cR.•s I. — '_ A _ rr;f L.wzEcrrf. rrr. 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LIMiTO�WO�K �- .. _. - If - I G . � � b�aE b RIG • Un'�[R 0<nnNTI�GS iOD IOGn.I , • • • • wlxElJ,rvP,E.U,EM IZ V \ - - I..._ �R�Ex = - rvPEI.GGnWTE.rvR � F _ a,ERwffD I �I t 1 _-• AfE�;��ozW1� r"•� / '� �" bvR tlE �` �COORGI In Gry OTfOR,<OW+ ----u - ..... -c* RUNNING DEER) NATURAL -AREA kPARK�NG LOT —T11, ICI LEGEND. -SEE SPECIFICATIO'.S FOR SEEDMB(n\DnGGREI.igiE Ecu -DE Of reEFxIOB&EF o DE usslRuas Ed IT' n� ®sIEI` RT— � S a Nc I KEY MAP On SCALE: 1" = SOON NORTH OPIWn[NTU GxASS oII-I— O O bdm OOOOO �5 " O Eclouous s�9.DE mu �arxwG UGm roEE �0000 EEGonry � aub c � Nof coHl.wc� , . 5 W IEON SIZE NE I,sHfEr:9roe T r eR x e nluNwEa Ll L2 I 1.3 L4 L5 17 1-8 Call 68fmpumg oBtlE x.WICn Mfatan'Ev ME3 APEWTE a =rxEES so IwEwm".uwExaoul of ow u..a xREes. Ire•IN: coeow DAL . E5GNE0 Br: ORAxpx Br: aRPROKD Bv: "SIEE 16020 k, Drrv. CITY OF FORT COLLINS � Uroan Omp� Fort Coelnt CO 80525 Dhya � � c,.qn°D«IP p— (970) 223.7577 Ort �ollins ScALE: DATE: CHECIXED Br: DATE: EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS aPb fax (970) 22LI827 COLO RADO ' ��-' _ -_ a0V I 13.12.00 A I 25 I I I I I I LEGEND - SEE SPECIFICATIONS FOR SEED UJXAND AGGREGATE TYPES [CNIUOU551WIf ia[[ IXOGUOUS SURUBS Lail GExw 1's irvWk[Gnrt \l— ,wEIJEEGMry rt GaIG ss 0 0 .. SEEDWtY SttGealJG GGBBu, OPtrvif'nErvTrvt Ga�sS ttPt ] �GGBtCalt O O O CfCk'>UOUS 514nf ia[[ �pRiIVG IGI,i POU 00000 fw IXSDNM1 111E.6 PwG rvOily fOviaKi s GulOv L[t I� . 1 t9 FOa rvPk'AL GeA[MnG wGrtiv rvFlWw. 1 ]AGG—EG J.I—T Iia[�5 Gw5 ieY SEMPt-1R WTOf GW11OP iaEES. lu. COBazi KEY MAP WAIF T•= -M I� a IIOOkPaUbe�IL cauoe>imwlEa�a 16G30akrldge Drrae CITY OF FORT COLLINS =D° A�tlgtf Wf° Fon Co"" C0 RGS35 Cam° ]ry JX V -pnk Dny°y� P—I9]G)223-7577 f�olOnS surf: DAT[: e�ECRCD BY: DATE: EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS Dc 0 (_)333-7 COLORADO ' �s 05 CD F \�j A SUMMIT IEW —\W z ----------- D\. zg RIVE ---------------- ------- --- ----- ............ .... . .. -- ------------ EAST AS PROSPECT ROAD 71+091 7 2 + =Vl 74+00 T— T U T 13 . . .... -- - -------- — - -- ------ I _77 --4.7- u - ------------ F13 - ---- ------ ------ * --449�d BEHNKE PROPERTY—, LEGEND - SEE SPECIFICATIONS FOR SEED MRAND AGGREGATE wpEs KEY MAP SCALE: I' = 50CF cl.=DNPE o", —— IT s"Dolly F ILl. 1 11- Ell 1-1111., Ec -c . .... ..(1 223.75" -22�1— CITY OF FORT COLLINS Dv: tlPP COLORADO IFI�2olc-�tlls SCALE, (DATE: 12, 2.0 .10 T� m�o lo K—h.bel caftm • bd=VDUL% SWEET 2 EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS L8 OF 5 ar W .,I CLIR cY1IR w. TYPICAL GRADING SECTION THRU ALL MEDIANS TREE PLANTING rrR -T RII DPIFIE1 1011- 111Pwn1etmwtD 11 Zi1=111=1 -1. 1.5 -1 Ovein - �'clll "- .11 1 -11. -11 . -11. 1. 1111.1 -Ld.. SHRUB PLANTING N.T.S. 3-d -1 uf .101 x/' 2, 0 C. &CIFI .-T-1. /c/ ONATIVE ORNAMENTAL GRASS PLANTING N.T.5. DENERAL NOTES accordance 2. Seeded .,.I ih.11 lb-,ig-d with anP""" I urigdipn beds anI Imes be wish " an dripgh,h- 'v-, The I UP- pl.. ih.11 L. --d=,,pp-d . 1, .1 F. CAdi. Nobly COFC .he. *,I Hock.,does f., d.- wlbm T- . b, W16,11 . bP,lppId. I� Shd,otd, Abli =Pkh.d ., d-di-I in the Acb- and plbced pbhpdPp,k.. -d .- such ., I,,, w -fi 6 F..ld 6- - .11prig sopl-Idg. 7 Ciidt- ih.11 -i- rbl the 1-d-ii,, pl.. iI -dh-d -11, Pl.d, dome doer ft, Ih. "'pb,,I! .di,, stormddii-R., P-1W. .d -d-, f dd,- d.m.nn on ", plPd 8N-Rdo -dd.d asfal.- j -d d I.pi...d j -oh, soil. N. I ., dd,,, ... 1 wit. - - 1 ...d. d Sae 51 f., ,., --d-1: Addo- of -Pdl i, incidental iff rh. pl-Rdg, 9. Pd- not h- .. the pi- set Ih., - h-,6,,1 by consrrunion op-P.., Ih.11 M -d and -,evd,d 1. b-, 11,bd -P, � Ihd O St-h-, ..d/., pl-1hil, 1,,.,.d �dhld the dt I,- ... -,d will b, -1,,,hhJ h, . .-Id, height cf 30' dd � ... py 1- will be proved. the 1-1 branches b,ih, Pd awn (7) 1., b- hd.h if.d. 12. : -p,,:1PRb. by the C-h- IhdP .b,Wd1.1 I-Plid- and flea C" --,, ill commence. See sp«tficolions. LI d_P.'.. .�I hb, die ., ore removed shall bep-idltdpl-dl. Th. PIP., -.N ,h.0 b, 2 v- Iron dale of d"o- dd' 13. The WldR .J.- h.11 be p-RhbJ bb-. -s/.hd- and Iddr, I. - ID fi., bb-d -=pl Zh='= bilk., b" -fighb. 4 1- lbf,- shrubs ..d wool o ysa«er tires. 14. There shall ben oniony outside Ihi, limns di,,iR,-- d d 1h. bio.d pf..,, Inks.- - IoP-1 I, bl..dd 1flh. City of Collins PIIIIIr -1.1. 5, Provide required WIN such 11 P..linerer dill and-dih.nion Idd., shop b, -11W by the C-1-1., p-, 1.1-d dbvbbg .-,� Oth., ,,,,,,d I`= ...rot ........loll ba -1,11*d 1 11, ,p-p,,,,, I ....... 1-1 ... ........ .. .. dfi-d , 01, ,p-*d ,h,i,,l plump'and 16, D-d, --- the Conlrocm, fh.11 be respon.ibk f., p--h.lif and controlling .-P, --dW., k,R flhn pr d, suNickndy rerM 1. c .6-1. the -dbdo, h,11 -pl, .01, 11 -, iidl -R- of the Colbbd, t fo, nd.i .... d If G,lo-d, D-O.-I of H,,b11h, W-, 0-1d, G..h.1 Div-. (303) 6923590), the from -, -R.d- pl.., o.d Ihi, 17, "ohil plwmodwb Wen.. Nd oM W1 k, if, proles ale ih.0 be p,,Iwd, ii, midi udkp bilh- opprwM III rho ON of F.d 18 d." 6 fi.. .0 d-d- thf--h- M hI, pAk f-1- .hd, 19, Th. C-Foci., fhbll --di-I . ...... - -v-.. d-d.l, -1.didg b., hi� i,,d.- ..,h-11, d.-eed on uiseng sneers, 'id -Oki, , .1h., public ROW, -d ..L. -. th. -i,.g -1, ..d lkw 1- of -vd-ho. --h and .1. 1. by lha public by 1h. IM " -, "R d.y, 20. A dhd.R.bhdl staging area(,) iMll be provided on sae f,, parking, connru.rion equipment and -1-- 1 IR.. Any dddIp,.., r. 1h. -II,hg, dR.b6h,,d I- , ih.11 be re borerd,d to b, Iha. -Iihii coddfit-, pd., 1, hd.l co,hplo.d. 21. Removal ., cl-,bd- J -i'mi, ve0etation shall be 1-h,d . the d-hd h,'Phbd fbI.F-.d.. Ih- -.dodi. The idled of the -t m to 1,., -h . ,diili- (weeds or qdiii- free wading and pl.dh,q -, F., the I— Id I hm bid, .- , two (2) R.,ddUp applications, three 13) weeks -, P..' . Ib d, planting_d- P,,d. --,dl weed -hadb" il 'hl-b iph -11-d Seed beds be free of weeds pd., to hhl,lidil M h,d:l-PkibR =.- R.4., 1. I-hb., f., dd-.1 harbiT 22, the dp- h, Ire fh.11 lb,, t debris 9--d by " pdbjes by 11,b C-1-1, I lle �A- III w�. deemed -., P, :h. C f., - of .F� ., pidil-, lb,d in - - Il,bg fl� ith., be 6h h., l W- I the did, ,k. 11 1H � 1. CI -A -bhh, f. --h. IP, d-,y .M -.1, . Ibiml-dh, d- - -d-, .1 do ddd.ho.,l -t I, h, project. The Z,I?, If- dhip--dh d ..P Ifil III- ii, - hb,,d, - f $70 M Th. ddhinh- , i- Mars 00), The C ...... W, -t i.g,h . I-h- wdh Ih. city !I- d.bb-111 P1.1 10 -Idi -.1 Pd' 0 th. .1-1 1. ..1 If- I, th. Con 11-11 ,.her 14 h111 "OhIl I'll 11, 0, P,iil R.p-'.h1..L1.. h. P.�«l Rep-h1hil., wIll h- llhe Screen Chip -,di I.— lh. frets.I , I." f 0 00 per h.- The minimum for urgent _ p-, $280 00). The C.d-- w I] b, b.6 charged for flba e.penseI 4W Fr�cam.., ' I " I o 6*� � S CITY OF FORT COLLINSOlt C011inS 1,- (970) Go fi� (970) 2232032-7" COLORADO ONATIVE GRASS PLUG PLANTING PATTERN N.TS. PLANT LIST lCb, BIh-t - C-dd- N.- S- .1 Md., R- 0-dif, PO AC pihrs h, Pl.- Conomvood 7 G" BB 20 POSHPlains cIdi-b-1 3-Cal. BB 12 QrrlDUQJ AA4 AL 6 51 IRI IBS Ard 1-ch- okilolro Sh,,dbl,- Servicebeny NS Cont.II A�C Adip6. R S.kb"h Is C. Il C'AL Chq AP-1k Ta1181ua R.bblb-h #5 Com. 51 Ci_i GR C hr,-h- --l- tallGreen RIP!,bilb-h .5 Cod. 30 cl, m ': h""' - -.60-1 L-R bldlb-h .5 Cod. d' 36 PO AC 1H' p ""'d W-1-f c..-.w .5 Cod. 21 Ill BE PrunesSPhib-, 15 Cont.51 PR PB Pd-'P- B.I., Pawnee BI- W.-S.M. -5 c I,. l'i IRA P'..'I virgmbm B$.ck C.-d Chbih.hdr, .5 c- 18 :�l TR 1611 Th-W 5 Go. 37 AU d Ril_=d Golden Carrot 15 Com. 20 RICE P'u,P' omerkano Ame.Did pl- 15 Com. 21 sy OR 5y.,bbdcor,, hhh,, Moumpin sn..I,- 15 Cont.5 PA Sil P-C I. -g-,, Sh ... .do.h' Shen. Red SwIlch 0- # I Cons 650 PA H. P."i-. 'i H..' -1.1' Hay. M-1 B6. S.d.h Gd- # I Cont. 594 SC SIC Sc,-ch'd- -- Bl.,' time Rl..- G.. NI Cont. 435 S olu Sorehoxvum --i I... GdP" I I c- 623 SEED MIXES TYPE I SEED NIV - 5HORT GRASS' Sid— ., 9lP,a ,dbj, 25% 4.0 LbI, PIS / I,- BuBabOraav MPI.I.- .cYbhd., 75% 13 6 111, KS Blue G-. Boulelouo l 25% 0.9 - PL5/eve IdlIdd Sallgrosz Diih�hhi, 1- 25% 1.3111. PLS 100% 19,6 lb, PLS -d, TYPE 2 SECDMXTALL GRASS' PiPiy- i-If"i 15% 1.2 lb, 115 28% 2.2 lid. PLS YA6w hhh-il- Sorghusrrum nouns 28% 6 4 fibi. PLS ERR BIPI-dh Add,.- R-dhi In 6.8 lb, Pl-5 100% 19.6 lb, PIS / Dery TYPE 3 - SEED AND PLUG Tyid, I f-1 ...bode P6 I., hill-iN PhPR Pi-hT,: Sid, -Grano Bourebuo .1nJPl. 25% BID BIRO'- .-Pl- d.111. . 25% 840 Blue G.- -,'. Bwciln 21% BID 1.1-d Sh Di -him strico 255% 84D TYPE 4 - SEED AND PLUGS l00% 3,360 Type 2 -d - obw pl. the IoBowi.B 'lPl, d-hd', Western Wh-lild- Poscapyrum s-him 15% 381 S-4,- Ponnum vir0otum 28% 716 - Sh-u. III- India 28% 716 li 8,ELI= 29% 744 155-96 2,560 EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS 1 �9 A FULLY AUTOMATED SPRINKLER/BUBBLER/DRIP IRRIGATION SYSTEM WILL IRRIGATE NATIVE SEED, TREE AND SHRUB PUNTING AREAS. POP-UP SPRAY AND ROTOR SPRINKLERS WILL IRRIGATE NATIVE SEED. BUBBLERS WILL IRRIGATE TREES. DRIP EMITTERS WILL IRRIGATE SHRUB MATERIAL IN THE PLANTING BEDS. EACH PLANE TYPE WILL BE IRRIGATED ON SEPARATE LATERALS, SEPARATE VALVES ARE PROVIDED TO CONTROL IRRIGATION TO TREES IN SEED AND SHRUB LANDSCAPE AREAS. MUNICIPAL POTABLE) WATER WILL BE USED FOR IRRIGATION. THE POINT -OF- ONNECTIU ON (P.O.C.) WILL BE AS SHOWN ON THE PLANS IMMEDIATELY DOWNSTREAM OF THE IRRIGATION WATER METER. STAND ALONE, PEDESTAL MOUNT IRRIGATION CONTROLLER ASSEMBLIES WILL OPERATE THE SYSTEM. CONTROLLERS WILL BE LOCATED IN SHRUB BEDS WITHIN MEDIANS FOR SCREENING, EASE OF ACCESS AND MAINTENANCE. CONTROLLER ASSEMBLIES WILL BE INSTALLED UNDER THIS CONTRACT. A FLOW SENSOR AND MASTER VALVE WILL BE UTILIZED TO FACILITATE AUTOMATIC SHUT DOWN OF THE IRRIGATION SYSTEM IN THE EVENT OF A MAINLINE PIPE BREAK. ISOLATION GATE VALVES PERMIT THE ISOLATION OF SECTIONS OF THE SYSTEM FOR REPAIRS OR MAINTENANCE. QUICK COUPLING VALVES HAVE BEEN PROVIDED THROUGHOUT THE SITE FOR INCIDENTAL WATERING. FLAG NOTES EXCAVATE AND EXPOSE EXISTING 1.5-INCH POTABLE WATER SERVICE STUB -OUT IN THE APPROXIMATE LOCATION INDICATED ON PUN DOWN STREAM OF THE EXISTING 1.5-INCH WATER METER. COORDINATE WITH CITY UTILITIES REPRESENTATIVES FOR THE EXACT LOCATION OF THE STUB -OUT. USE REOUIRED FITTINGS TO MAKE CONNECTION TO DOWNSTREAM END OF SERVICE STUB -OUT AND EXTEND TYPE K COPPER PIPE THROUGH CURB STOP, WINTERIZATION ASSEMBLY, AND REDUCED PRESSURE 13ACKFLOW -PREVENTION ASSEMBLY. COORDINATE EXACT PLACEMENT OF WINTERIZATION, BACKFLOW, MASTER VALVE, AND FLOW SENSOR ASSEMBLIES WITH AUTHORIZED CITY REPRESENTATIVES ON SITE PRIOR TO CONSTRUCTION. (J INSTALL PEDESTAL MOUNT IRRIGATION CONTROLLER ASSEMBLY IN THE APPROXIMATE LOCATION INDICATED. 120 VAC ELECTRICAL POWER WILL BE PROVIDED TO WITHIN 5-FEET OF CONTROLLER LOCATION. COORDINATE EXACT LOCATION OF ELECTRICAL POWER WITH THE ELECTRICAL DRAWINGS AND NECESSARY TRADES ON SITE. PROVIDE ALL NECESSARY CONDUIT AND CONDUCTORS BETWEEN ELECTRICAL POWER SOURCE AND IRRIGATION CONTROLLER. WIRE MASTER VALVE TO EACH CONTROLLER ASSEMBLY THROUGH AN ISOLATION RELAY WITHIN EACH CONTROLLER ENCLOSURE. MAKE ALL NECESSARY CONNECTIONS. COORDINATE EXACT PLACEMENT OF CONTROLLERS WITH THE OWNER'S REPRESENTATIVE ON SITE PRIOR TO CONSTRUCTION. WIRE CONTROLLERS 'A' AND 'B' TO IRRIGATION MASTER VALVE ASSEMBLY AS SHOWN IN DETAIL 4, SHEET IR9. INSTALL THREE CONTROL WIRES AND ONE COMMON WIRE FROM THE RESPECTIVE CONTROLLER TO EACH OF THE REMOTE CONTROL VALVE ASSEMBLIES INDICATED FOR USE AS SPARE WIRE IN CASE OF CONTROL WIRE FAILURE. PROVIDE A USE COILED LENGTH OF EACH SPARE WIRE IN ALL REMOTE CONTROL VALVE BOXES. ROUTE SPARE WIRE IN SUCH A MANNER THAT WIRE IS ROUTED WITH ALL WUNLINE PIPES. ,, IRRIGATION PIPE AND VALVES MAY BE SHOWN OUTSIDE PUNTING AREA IN HARDSCAPE FOR CLARITY ONLY. INSTALL ALL IRRIGATION COMPONENTS IN LANDSCAPED AREA A� LOCATE, EXCAVATE AND EXPOSE CAPPED ENDS OF EXISTING IRRIGATION SLEEVING AND WIRE CONDUIT IN THE APPROXIMATE LOCATION INDICATED. ROUTE MAINLINE PIPE THROUGH SLEEVING AS INDICATED IN THE DRAWINGS. VERIFY THAT THE DIAMETER OF THE SLEEVING IS AS SHOWN ON SLEEVING PLAN DATED 6/28/02. SLEEVING SHOULD BE APPROXIMATELY TWO TIMES THE NOMINAL DIAMETER OF THE MAINLINE. BRING ANY DISCREPANCIES IN SLEEVE LOCATION TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. :6) EXISTING DUCTILE IRON SLEEVE FOR IRRIGATION PIPING AND PVC CONDUIT FOR LOW VOLTAGE CONTROL WIRE PER SLEEVING PUN DATED JUNE 28. 2DO2. \✓ LOCATE, EXCAVATE AND EXPOSE CAPPED ENDS OF EXISTING 4-INCH PVC IRRIGATION SLEEVING AND WIRE CONDUIT IN THE APPROXIMATE LOCATION INDICATED. ROUTE MAINLINE PIPE AND LOW VOLTAGE WIRES THROUGH SLEEVING AS INDICATED IN THE DRAWINGS. BRING ANY DISCREPANCIES IN SLEEVE LOCATION TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. LOCATE, EXCAVATE AND EXPOSE CAPPED ENDS OF EXISTING 6-INCH IRRIGATION SLEEVE AND TWO (2) 4-INCH WIRE CONDUITS IN THE APPROXIMATE LOCATION INDICATED AT ENDS OF BRIDGE CROSSING. ROUTE MAINUNE PIPE THROUGH SLEEVING AS INDICATED IN THE DRAWINGS. VERIFY THAT THE DIAMETER OF THE SLEEVING IS AS SHOWN ON SLEEVING PUN DATED 6/28/02. BRING ANY DISCREPANCIES IN SLEEVE LOCATION TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 1. THE SYSTEM DESIGN ASSUMES A MINIMUM STATIC PRESSURE OF 125 PSI AND A MINIMUM DYNAMIC PRESSURE OF 115 PSI AT THE IRRIGATION POINT -OF -CONNECTION. DESIGN ASSUMES A MAXIMUM DISCHARGE OF 50 GPM THROUGH THE 1-1/2-INCH TAP AND WATER METER, PRESSURE INFORMATION WAS PROVIDED BY CITY OF FORT COLLINS REPRESENTATIVES ON 08/05/2008. THE CONTRACTOR MUST VERITY PRESSURE AND FLOW ON SITE PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES WITH THE ASSUMPTIONS. THE CONTRACTOR WILL BE RESPONSIBLE FOR ENSURING THAT THERE IS PROPER FLOW AND PRESSURE. 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. 3. COORDINATE UTILITY LOCATES CALL BEFORE YOU DIG' OF UNDERGROUND UTILITIES PRIG TO CONSTRUCTION. 4. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, OR IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOTES, OR SPECIFICATIONS ARE DISCOVERED. BRING ALL SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. S. THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE. THE FOLLOWING SHOULD BE NOTED: A IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PUNTING MATERIALS, AND ARCHITECTURAL FEATURES. INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHENEVER POSSIBLE. B. USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF CROSS TYPE FITTINGS IS NOT PERMITTED. 6. PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE COMPLETION OF THE PROJECT: A. TWO OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVE. B. TWO OF EACH SERVICING WRENCH OR TOOL NEEDED FOR COMPLETE ACCESS, ADJUSTMENT, AND REPAIR OF ALL ROTARY SPRINKLERS. 7. SELECT NOZZLES FOR SPRINKLERS WITH ARCS WHICH PROVIDE COMPLETE AND ADEQUATE COVERAGE WITH MINIMUM OVERSPRAY FOR THE SITE CONDITIONS. CAREFULLY ADJUST THE RADIUS OF THROW AND ARC OF EACH SPRINKLER TO PROVIDE THE BEST PERFORMANCE. S. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR LOCATING EXISTING IRRIGATION SLEEVING INSTALLED DURING A PREVIOUS CONSTRUCTION PHASE. THE CONTRACTOR IS TO VERIFY THAT SLEEVING IS OF SUFFICIENT LENGTH TO MEET ANAL GRADE AND TRIMMING MAY BE REQUIRED AS AN INCIDENTAL TO THE INSTALLATION OF THE IRRIGATION SYSTEM. THE CONTRACTOR MAY BE REQUIRED TO EXTEND SLEEVING TO MEET THE REQUIREMENTS OF THE IRRIGATION MAINLINE. THE CONTRACTOR IS TO VERIFY THE DIAMETER OF EXISTING SLEEVES AS INDICATED ON PLANS. BRING ALL DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 9. CONNECT ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTRIC UTILITY CODES. 10. WITH REGARD TO PIPE SIZING, THE FOLLOWING SHOULD BE NOTED: A IF A SECTION OF UNSIZED PIPE IS LOCATED BETWEEN TWO IDENTICALLY SIZED SECTIONS. THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. CITY OF FORT COLLINS, COL09ADO A4- rEZ�m"` rtCdllns`Y" SRS/OMS I RP AS %IO 1 12/12/Z EXISTING IRRIGATION SLEEVING MAINLINE PIPE: CLASS 200 PVC (SIZE AS SHOWN) LITERAL PIPE TO SPRINKLERS: CUSS 160 PVC (1-INCH UNLESS OTHERWISE NOTED) ----- MANIFOLD PIPE TO ZONE CONTROL VALVES: CLASS 160 PVC (1-INCH UNLESS OTHERWISE NOTED) n/ DRIP LATERAL PIPE TO EMITTERS: TYPE PER SPECIFICATIONS 3/4-INCH SIZE UNLESS OTHERWISE NOTED EL1TITER TYPE - RAIN BIRD XB-IOPC UNCONNECTED PIPE CROSSING -1 POINT -OF -CONNECTION (P.O.C.) O WINTERIZATION ASSEMBLY: 1-1/2-INCH; MUELLER OR EQUAL N REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY: 1-1/2-INCH FEBCO 825YA ENCLOSURE - GUARDSHACK GS-1 OR EQUAL EI PRESSURE REDUCING MASTER VALVE ASSEMBLY: NORMALLY CLOSED GRISWOLD 2230 (SIZE AS SHOWN) ® ISOLATION GATE VALVE ASSEMBLY: NIBCO T113K NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE O QUICK COUPLING VALVE ASSEMBLY: RAIN BIRD 44-LRC B REMOTE CONTROL VALVE ASSEMBLY: RAIN BIRD PEB (SIZE AS SHOWN ON PLANS) BALL VALVE - SCH 80 PVC BALL VALVE BI DRIP REMOTE CONTROL VALVE ASSEMBLY: RAIN BIRD PEB (SIZE AS SHOWN ON PLANS) BALL VALVE - SCH 80 PVC BALL VALVE FILTER - RAIN BIRD RB4-100 WITH 150 MESH SCREEN PRESSURE REGULATOR - SALCO SR-40-32 ® DRIP ZONE CONTROL VALVE ASSEMBLY: 3/4-INCH SCH BO PVC BALL VALVE FLUSH CAP ASSEMBLY: AOUARIOUS BRAND OR EQUAL p POP-UP DRIP OPERATIONAL INDICATOR ASSEMBLY (SEE DETAILS) 0 AIR VACUUM RELIEF VALVE ASSEMBLY: 1.5-INCH WATERMAN AV-150 BALL VALVE - SCH BO PVC COMPACT BALL VALVE • • • POP-UP SPRAY SPRINKLER: RAIN BIRD 1808-SAM-PRS W/ 5 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 5 FEET FLOW (GPM): 0 - GAO H - 0.20 F -'0.41 AAA POP-UP SPRAY SPRINKLER: RAIN BIRD 1806-SAM-PRS W/ 8 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 8 FEET FLOW (GPM): Q - 0.26 H - 0.52 F - 1.05 so. POP-UP SPRAY SPRINKLER: RAIN BIRD 1806-SAM-PRS W/ 10 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 10 FEET FLOW (GPM): 0 - 0.39 H - 0.79 F - 1.58 4e1111 POP-UP SPRAY SPRINKLER: RAIN BIRD 1806-SAM-PRS W/ 12 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 12 FEET FLOW (GPM): Q - 0.65 H - 1.30 F - 2.60 ee• POP-UP SPRAY SPRINKLER: RAIN BIRD 1806-SAM-PRS W/ 15 SERIES NOZZLE PRESSURE: 30 PSI RADIUS: 15 FEET FLOW (GPM): 0 - 0.92 H - 1.85 F - 3.70 set ROTARY SPRINKLER: HUNTER 1-20-6P-ADS W/ SR NOZZLES PRESSURE: 50 PSI RADIUS: 18 FEET NOZZLE - FLOW (GPM): 0.50SR - 0.50 1.OSR - 1.0 2.OSR - 2.0 as ROTARY SPRINKLER: HUNTER 1-20-BP-ADS W/ SR NOZZLES PRESSURE: 50 PSI RADIUS: 25 FEET NOZZLE - FLOW (GPM): 0.75SR - 0.75 1.5SR - 1.5 NOTE: SPRINKLER POP-UP HEIGHT 6-INCHES . O POP-UP BUBBLER: RAIN BIRD 5-QB SERIES MPR BUBBLERS ON RAIN BIRD 1804-SAM-PRS SPRINKLERS WITH PCS-020 SCREEN PRESSURE: 30 PSI FLOW (GPM): 0.5 GPM OA IRRIGATION CONTROLLER UNIT CONTROLLER 'A': AQUA CONSERVE ULTIMO SERIES WITH FLOW SENSE; MODEL /EF-36.SP-1-RTS2 WITH WIRED RAIN/TEMPERATURE SENSOR MODEL /FGS-100225 36 STATIONS AVAILABLE, 33 STATIONS USED <B; IRRIGATION CONTROLLER UNIT CONTROLLER 'B': AQUA CONSERVE ULTIMO SERIES WITH FLOW SENSE; MODEL ET-38.SP-1-RTS2 WITH WIRED RAIN/TEMPERATURE SENSOR MODEL /FGS-100225 36 STATIONS AVAILABLE, 34 STATIONS USED INDICATES CONTROLLER AND CONTROLLER STATION NUMBER INDCATES LATERAL DISCHARGE IN GPM INDICATES REMOTE CONTROL VALVE SIZE IN INCHES SPK - SPRINKLER LATERAL BUB - BUBBLER LATERAL S - SHRUB DRIP LATERAL VALVE BOXES: CARSON INDUSTRIES EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS ¢o ors BY. Io-- IRRIGATION NOTES AND LEGEND IRO a u Aq-Eneeibp, I.. a,d -/— I...._... n�; EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS IRl CITY OF , FORT COLLINS, COLORADO ^--= .e tCotl�ns u o��: cHc«co aY: o� r IRRIGATION PLAN (� w.Y,"� �s sHown I iznz/zoos ous I � � 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 Rev10/20/07 Section 00100 Page 5 orrz on rnmz COLLINS, cnLooAoo � � � � sAor pnospcor ROAD LxwoucApE /wPnovcuswro |--|nu M S V F— KEY MAP ® zo on ,o za ao SCALE 1 =400 AQ10EnGbiee1h1Q,,Im _._ W EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS � CITY OF FORT COLLINS, COLORADO n = Fort limns E:S�� R� ALE: DATE: CMECKEDBY: DALE: IRRIGATION PLAN IR SC3 • w�n � AS $HOMH 11i�13I2008 DYS I 07 Aq-EngW—Dq�Dic. �� .�,.R.. EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS CITY OF FORT COLLINS, COLORADO /� rtCdlins a� SC.LLE: DIE: DNBIXFD 8Y: DATE • EM °^�—, " I '2/1]�2008 . I IRRIGATION PLAN Aqua ErgWmeltrV. Im w CITY OF FORT COLLINS, COLORADO n> `"'' anCollins A� o E ED I 2 SRS/D4S eY: DaAlm en 'AarAm[D er. EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS 5858.P LLE: DATE: CHECKED BY: DAIS IRRIGATION PLAN AS SHDMN I 12/12/M8 011S IR5 v Aqw ErQkmft. WIG - CITY OF FORT COLLINS, COLORADO � J -es�r� WAU:UM -------- --------- - . . . . . . .. ........... z...... .. KEY MAP SCALE: 1" = 400' IU EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS �"TI IR6 IRRIGATION PLAN OF 9 i C� ® m a^ia m v as KEY MAP SCALE 7"=400 . Ague Engbme .bc ____._ _.. ... . .._._ _.. _ o„d sns/Dus R EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS CITY OF FORT COLLINS, COLORADO n .=gym rtCotlins E: D� E: r MM BY: DATE IRRIGATION PLAN lm ♦ r i�i /S sNOMH I 12/12/20O8 Dos I 7 i ` \ r \ �v SUMDRI W 1 - — ...... - �. I \ e. c_...-�... -. ----- _... .. _..-. EAST PROSPECT ROAD j; ' \ - -- — . -- u ... - u u - - ` - ----- ...... .. _...— ..._...t.._--------- .. --- - - .—----... _.._. _. _ . -. -r- {� F _ __ - - - -- - = .^k -r y vJORY�� -�- i} `. � ♦.ice s�. � fG I { \ I , _ ! BEHNKE PROPERTY- e a i y + a� C- f 1 I v y: ® za a ,a za as - za AQBB�. BIG 9CNm BY: IgUNN BY:nPGROYID CITY OF FORT COLLINS, COLORADO If--� C°riColtlns �Sm.s B� N.f,;» �s snares I ,z/,z/zooe SCALE 1 =400 IIR-1 -- IR2_"'_`JR3.4=..=�•��q',r �� - � � �`: - '' EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS IRRIGATION PLAN I IR�B 23 FINISH GRADE/TOP OF MULCH BACKFLOW PREVENTER ENCLOSURE �;4 (SIZE AS NECESSARY) NCH STANDARD VALVE BOX 12-ITH VA VE BOX EXTENSION WICOVER HEIGHT AS REQUIRED) FINISH GRADE/TOP OF MULCH BACNFLOW PREVENRON DEVICE TRACING WIRE 1/4-INCH THREADED BRASS CAP 1/2-INCH REDUCING MALE ADAPTER C • M COPPER ADAPTER (1 OF 2) O PROOF CONNECTION 1/2-INCH COPPER PIPE TYPE K COPPER PIPE (TYPICAL) WATER (1 OF 2) (LENGTH AS REQUIRED) (LENGTH AS REQUIRED) 6-INCH PVC CL 200 PIPE 1�1/2' ICl 1-1/2' (C) >< 1'F) T TYPE IC COPPER 1HREADED SE CE 12-INCH STANDARD VALVE BOX WITH COVER (LENGTH AS REQUIRED) TEE AND 1 SCH 60 PVC THREADED SOLENOID VALVE 3-INCH MINIMUM DEPTH OF MALE PLUG FOR WINTERIZATION 12' MIN. 3/4-INCH WASHED GRAVEL cS BRICK (1 OF 2) °p I CL200 PVC PIPE SLEEVE (1 OF 2) 30-IN LENGTH OF COILED PARE 11 4-INCH THICK CONCRETE PAD y PVC MAINLINE COPPER PIPE TO BGTH 6-INCHES LARGER IN ALL DIMENSIONS THAN ENCLOSURE AS QUIRE) ASSEMBLY (LENGTH AS REQUIRED) O BRICK (I OF 4) � FINISH GRADE/TOP OF MULCH Op�OoQ QOp COPPER TEE COPPER FEMALE ADAPTER FILTER FABRIC PVC SCH. 40 MALE ADAPTER SCH 40 PVC MALE ADAPTER 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL (1 OF 2) PVC MAINLINE PVC SCH 40 REDUCING CURB STOP VALVE WITH COPPER SERVICE, NOTES: MALE ADAPTER THREAD BOTH ENDS 1. USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM COPPER PIPE FROM WATER METER TYPE K COPPER PIPE DIMENSIONS ABOVE ASSEMBLY. 2. NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THE SOLENOID VALVE SIZED AS SHOWNI. NOTE: 1. FURNISH NOMINAL PIPE AND FITTING SIZES IDENTICAL WITH NOTES: 1. FURNISH FITTINGS AND PIPING SIZED IDENTICALLY WITH NOMINAL 13ACKFLOW 3. INSTALL FILTER FABRIC AR ND EXTERIOR Orr VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 4. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. NOMINAL TAP SIZE UNLESS OTHERWISE NOTED. PREVENTION DEVICE. 2. SUBMIT SHOP DRAWINGS SPECIFYING ENCLOSURE SIZE AND SHOWING POSITION VALV 5. E BO% OVER VALVE TO ALLOW ACCESS TO SOLENOID. 6. INSTALL SO THAT GRAVEL IS ONLY IN CONTACT WITH BOTTOM OF VALVE RELATIVE LAYOUT OF EQUIPMENT. ASSEMBLY 10 Z VALVE DISCHARGE PRESSURE TO 95 PSI. / 1 WINTERIZATION ASSEMBLY o , REDUCED PRESSURE BACKFLOW N n PRESSURE REDUCING MASTER N.T.s. PREVENTION ASSEMBLY N.TS. v VALVE ASSEMBLY N.T.B. �---- FINISH GRADE/TOP OF MULCH FINISH GRADE/TOP OF MULCH 10-INCH VALVE BOX WITH COVER CONTROLLER A CONTROLLER B TRACING WIRE TRACING WIRE 6-INCH PVC CL 200 PIPE 10-INCH ROUND VALVE BOX WITH COVER (LENGTH AS REQUIRED) COMMON WIRE COMMON WIRE 6-INCH PVC CL 200 PIPE 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL MV CONTROL WIRE MV CONTROL WIRE (LENGTH AS REQUIRED) p aq' n "VJ 3-INCH MINIMUM DEPTH OF BRICK (1 OF 2) R VALVE MASTER VALVE 3/4-INCH WASHED GRAVEL LATION ISOUTI(}N AY RELAY (1 OF 2) RESILIENT WEDGE GATE VALVE OF 2) BRICK (1 OF 2) W/ 2-INCH SQUARE OPERATING NUT, CONFORMING TO AWWA C-509 A 3 MIL. PLASTIC WRAP W17M TAPED ENDS THREADED BRONZE GATE VALVE /4 REBAR, TWO BARS WRAPPED OVER CONTROL WIRE TO MASTER VALVE WITH SOLID WEDGE, NON —RISING STEM VALVE AND SECURED BY CONCRETE I BLOCK 24 VAC COMMON WIRE TO TRANSFORMER MASTER VALVE OUTPUT LEADS I I PVC MAINLINE PVC MAINLINE CONCRETE SUPPORT BLOCK USE A MINIMUM OF 3 CUBIC NOTES: PVC SCH 40 MALE ADAPTER NOTES: FEET OF CONCRETE 1. USE SPOT RELAY AND SOCKET WITH 24 VAC OPERATING COIL, DAYTON 2W925 (1 OF 2) 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE. WITH SOCKET OR EQUAL, NOTE: 2. INSTALL A 4—INCH THICK CONCRETE PAD BELOW VALVE WITH NO. 4 REBAR WHEN 2. USE 40 VA TRANSFORMER WITH 120 VAC PRIMARY AND 24 VAC SECONDARY, 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE. USING PUSH ON TYPE VALVES. 3. RESILIENT WEDGE GATE VALVE MAY HAVE EITHER MECHANICAL JOINT OR PUSH —ON DAYTON 3A359 OR EOUAL. 3. INSTALL RELAYS AND TRANSFORMER IN A NEMA 1 JUNCTION BOX WITHIN THE GASKETED ENDS. THE OPERATOR IS A 2—INCH SQUARE —WRENCH NUT, 4. ANCHOR ISOLATION VALVE TO CONCRETE BY BENDING REBAR OVER EACH END OF CONTROLLER PEDESTAL. VALVE AND EXTENDING A MINIMUM OF 6—INCHES INTO CONCRETE SUPPORT BLOCK, 5. WRAP VALVE ENDS AND BODY IN 3 MIL. PLASTIC PRIOR TO POURING CONCRETE. 6. CONCRETE SUPPORT BLOCK IS TO BE POURED UNDER ISOLATION GATE VALVE. THE ISOLATION GATE VALVE IS NOT TO BE SET IN THE CONCRETEA 1 MASTER VALVE RELAY SOLATION GATE VALVE ® &ASSEMBLY ( l ISOLATION GATE VALVESCHEMATIC NT.A (2-1/2-INCH & SMALLER) NT.B. ASSEMBLY (3-INCH a LARGER) REVISIONS DATE: ESIGNED BY: DRAWN BY: APPROVED BY: SHEET MBE M °°"m,,;,D I EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS IR9 CITY OF FORT COLLINS, COLORADO 1, ® °rt Cotl�ns BNB/DMB RP SCALE: DAIS: CNECNED Br: DATE RRIGATI(pJ$TALS « • ' AS SHpM! I 12/12/2 0M5 23 JUMBO VALVE BOX WITH EXTENTION AND COVER (HEIGHT AS REWIRED) OUK:K-COUPLING VALVE. ^ FINISH GRADE/TOP OF MULCH FINISH GRADE/'TOP OF MULCH 10-INCH ROUND VALVE BOX WITH COVER AIR VACUUM RELIEF VALVE 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL PVC SCH BO NIPPLE PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) . (LENGTH AS REQUIRED) O BRICK (I OF 2) • — PVC SCH 40 BALL VALVE PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 STREET EL PVC SCH 40 TEE OR EL 3-INCH MINIMUM DEPTH OF 12-INCH STANDARD VALVE BOX WITH COVER - ,3/4-INCH WASHED GRAVEL - PVC MAINLINE PIPE 30-INCH LENGTH OF COILED C��6 M1 0 BRICK (1 OF 4) p 6 iS' W WIRE WATERPROOF CONNECTION PVC MAINLINE PIPE PVC SCH 40 EL (1 OF 2) PVC $CH 40 STREET EL CHRISTY ID TAG SERVICE TEE, TEE OR EL 2' N 2' • 36' REDWOOD STAKE REMMOT CONTROL VALVE D EN WITH STAINLESS STEEL GEAR CLAMPS OR EOUNALENT (0 AS SHOWN DRAWING) �- FINISH GRADE RESTRAINT SYSTEM PVC SCH 80 CLOSE NIPPLE NOTES: NOTES: (1 OF 3) 1. OPEN BALL VALVE IN ASSEMBLY 1/4 TURN UNTIL IRRIGATION SYSTEM 15 FULLY CHARGED WITH WATER. 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL 3 TIN/5-MAX PVC SCH 80 UNION (1 OF 2) 2. CLOSE VALVE DURING WINTERIZATION AND OPEN 1/2 TURN AFTER QUICK COUPLING VALVE INLET SIZE. PVC BALL VALVE WINTERIZATION OF SYSTEM IN ORDER TO PROTECT VALVE DURING FREEZING 2. INSTALLATION HEIGHT OF QUICK COUPLER VALVE IN VALVE BOX MUST ASSURE PROPER ORERATION OF QUICK COUPLER KEY. ' SPARE WIRE WEATHER. 3. REPLACE PVC BALL VALVE WITH BRASS BALL VALVE IN THE EVENT AN AIR 3. INSTALL SWING JODI LAY ARM BETWEEN 30' AND 45' OF LATERAL PIPE IN PVC SCH 80 TOE NIPPLE VACUUM RELIEF VALVE WITH MALE INLET IS USED. ORDER TO ABSORB DOWNWARD IMPACT. CONSULT ENGINEER PRIOR TO (LENGTH AS REQUIRED) INSTALLATION OF SWING JOINT. — FILTER FABRIC PVC SCH 40 EL AIRNACUUM RELIEF 0 3 QUICK COUPLING VALVE c PVC SCH 40 PIPE VALVE ASSEMBLY NJ.& ASSEMBLY N.T.i (LENGTH AS REQUIRED) 4 MIN. BRICK (1 OF 4) m WC SCH 40 TEE OR EL �- PVC MAINLINE O PVC SCH 80 TOE NIPPLE WATER BASIN p (LENGTH AS REQUIRED, HIDDEN) STREAM BUBBLER 8n AND PVC SCH 40 EIL (REFER TO LEGEND) o�§Op _„o0Q, &e0g ,,, �_A,�� .PVC SCH 40 MALE ADAPTER �XJ0 4 FINISH GRADE/TOP OF MULCH FINISH GRADE pp 2-FOOT MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL - POP-UP SPRAY SPRINKLER NOTES: PVC LITERAL PIPE 1. WHEN DUCTILE IRON FITTINGS ARE CALLED FOR IN THE SPECIFICATIONS DELETE PVC SERVICE TEE AND USE DUCTILE IRON SERVICE TEE. 2. USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABOVE ASSEMBLY. POP-UP SPRAY SPRINKLER W/BUBBLER l I 3. NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THE SOLENOID VALVE (SIZED AS SHOWNI. 4. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO 1/2-INCH MALE NPT 0.490-INCH BARB EL PIPE AND VALVE BOX. 5. TRANSI ION TOPROPERLATERALPIPEBURIAL DEPTH USING 45' ELBOW FITTINGS DOWNSTREAM OF1/2—INCH REMOTE CONTROL VALVE ASSEMBLY. MALE NPT v BARB EL ]B-ALL 8. DO NOT C A OUT ENDS OF VALVE 00% UNNECESSARILY. 7. POSITION VALVEBO% OVER VALVE TO ALLOW ACCESS TO SOLENOID AND PROPER OPERATION OFBAIL VALVE. SWING PIPE. 12—INCH LENGTH 1/%-INCH MALE NPT 0.490-INCH BARB EL PVC LATERAL PIPE - J PVC LATERAL PIPE PVC SCH 40 TEE OR EL NOTES: PVC SCH. 40 TEE OR EL SWING PIPE, 12-INCH LENGTH 1. PROVIDE WATER BASIN AROUND EACH TREE OR SHRUB. TREE BASIN SHALL HOLD 10 GALLONS OF WATER, SHRUB BASIN SHALL HOLD 5 GALLONS OF WATER WITHOUT OVERFLOWING. �� / 1 REMOTE CONTROL a POP-UP SPRAY SPRINKLERVALVE &A—S—SEMBLY ASSEMBLY N.T.s. N.T.i. SG BY: MiAMH BY: AITRBVID BY: A° B ErgkmrhV�I"B c„,a ss/ous I RF n�-- rt CoQilu u—: �A E: cHEBKEo Br. oATe m `�' • BEV190N4 BATE: CITY OF FORT COLLINS, COLORADO 'g T EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS IRI IRRIGATION DETAILS I a .�: As sNOXN I Ix/2nooe ous I JUMBO VALVE BOX WITH COVER PRESSURE REGULATING DEVICE 6—INCH ROUND VALVE BOX i LATERAL PIPE FILTRATION DEVICE F[-30—INCH LENGTH OF COILED WIRE WITH COVER FINISH GRADE/TOP OF MULCH J WATERPROOF CONNECTION (1 OF 2) I STREAM PATH CHRISTY ID TAG BUBBLER —FINISH GRADE/TOP OF MULCH ASSEMBLY �� •, ,: f I STREAM PATH ry�nitiZ"° REMOTE CONTROL VALVE PVC SCH. 40 EL PVC BALL VALVE / SPARE WIRE PVC, SC 40 ION LATERAL PIPE PVC BALL VALVE TRANS (MI E COMPRESSION„FEMALE HOSE PVC SCH 80 TOE NIPPLE (LENGTH AS REQUIRED) SWIVEL ADAPTER TREE PVC SCH 40 EL DRIP LATERAL PIPING - wSCH 40 (LEN TH AS (REQUIRED) [[]]0 3—INCH MINIMUM DEPTH OF 0 8 o$O� �O° FILTER FABRIC o0 00 ° 4 N GRAVEL BRICK (1OF 2)ASHED BRICK (1 OF 4) O PVC SCH 80 NIPPLE LENGTH PVC SCH 40 TEE OR EL AS REQUIRED, 1 0 2) NOTES: PVC' MAINLINE PVC SCH 40 EL 1. PUCE BUBBLER AND ADJUST STREAM FLOW TO FALL WITHIN BASIN.=\\PVLL.GTVH SCHBOTOENIPPLEwC SCH 40 STREET EL 2. ON SLOPE PLANTINGS, DIRECT BUBBLER DISCHARGE TO UPHILL SIDE AS REQUIRED. HIDDEN)DC SCH 40 EL OF TREE OR SHRUB. PVC SCH 80 CLOSE NIPPLE 3—INCH MINIMUM DEPTH OF PVC DRIP MANIFOLD PIPE ' WASHED PIA GRAVEL _PVC SCH 40 MALE ADAPTER PVC SCH 40 TEE OR EL _PVC MANIFOLD PIPE PVC SCH 80 NIPPLE NOTES: (LENGTH AS REQUIRED) TYPICAL POP-UP BUBBLER 1. WHEN DUCTILE IRON FITTINGS ARE CALLED FOR IN THE SPECIFICATIONS DELETE PVC SERVICE TEE AND USE DUCTILE IRON SERVICE TEE. PLACEMENT DETAIL 2. USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABODE ASSEMBLY. „.T.B. 3. NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS LENOIR DRIP ZONE CONTROL STALL 4. IN30 FABRIC( OUND E%TERIO�•OF VALVE BOX. USE DUCT TAPE VALVE VALVE ASSEMBLY TO SECURE FABRIC TO PIPE AND VALVE BOX. 5. TRANSITION TO PROPER LATERAL.PIPE BURIAL DEPTH USING 45• ELBOW FITTINGS DOWNSTREAM OF REMOTE CONTROL VALVE ASSEMBLY. 6. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. 7. POSITION VALVE BOX OVER VALVE TO ALLOW ACCESS TO SOLENOID AND PROPER OPERATION OF BALL VALVE. DRIP LITERAL PIPE DRIP REMOTE CONTROL mREMOTE CONTROL m ` VALVE ASSEMBLY „.Ts. 1/2-wcH SCH. 40 we CAP RAINBIRD PA-80 PLASTIC ADAPTER FINISH GRADE/TOP OF MULCH MULCH FINISH GRADE POP—UP SPRAY SPRINKLER W/BUBBLER EMITTER 6—INCH ROUND VALVE BOX 1/2—INCH MALE NPT c WITH COVER 0.490—INCH BARB EL FLUSH CAP W17H HOSE THREAD CAP SWING PIPE, 12—INCH LENGTH; SHRUB _ DRIP IRRIGATION LATERAL 1/2—INCH MALE NPT 3—INCH MINIMUM DEPTH OF K 0.490—INCH BARB EL PERENNIAL Oo 3/4—INCH WASHED GRAVEL °ICJ' ) POLYETHYLENE DRIP LATERAL PIPE NOTES: BRICK (1 OF 2) 1. EMITTERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO PERENNIALS AND AT 1/2—INCH F.I.P.T. a 0.490—INCH THE OUTSIDE PERIMETER OF THE PLANTING PIT OF. ALL SHRUBS AND PERENNIALS. NOTES: BARB TEE 2. INSTALL TWO 1 GPH EMITTER PER SHRUB. NOTE: 1. USE BOTTOM INLET FOR SWING PIPE CONNECTION. 3. INSTALL ONE 1 GPH EMITTER PER PERENNIAL. 1. INSTALL FLUSH CAP ASSEMBLY AT THE IND OF EACH DRIP 2. INSTALL 4—INCHES MINIMUM FROM CURB EDGE. - - LATERAL SEGMENT. . TYPICAL EMITTER PLACEMENTDRIP FLUSH CAP ASSEMBLY6 POP-UP DRIP OPERATIONAL m-UP DRIP OPERATIONAL m INDICATOR ASSEMBLY aT.S. vBiWS DATE: CITY OF FORT COLLINS, COLORADO E9CNED BY: DRAM, BY:MPRO<ED BY:5„EET AaD°E°p,;'DG a„a 95/DMS RP n� --„:m tCotlins SCAa; CHECKED BY: • EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS IRl1 I IRRIGATION DETAILS IRATE: IDAre w.�"„:T AS SHOx41 I]�12/]DOB DAPS 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. 14.2. 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 Rev 10/20/07 Section 00100 Page 6 MARKING TAPE WITH IRRIGATION CONTROLLER ASSEMBLY TRACKING WIRE WHERE SPECIFIED 17-5/16- IRRIGATION CONTROLLER FINISH GRADE (REFER TO LEGEND FOR MODEL) B' GROUNDING PLATE L----� WIRED RAIN/TEMPERATURE SENSOR BACKFILL LITERAL PIPE __� FLOW SENSOR SURGE PROTECTION IT' STAINLESS STEEL ENCLOSURE FOR IRRIGATION -- - ----- CONTROLLER WITH PEDESTAL (REFER TO 36-5/16• �_ `� SPECIFICATIONS) 10' __ IMSTER VALVE ISOLATION RELAY ----- JUNCTION BOX WITH DISCONNECT CONTROL WIRE BUNDLE FOR IRRIGATION CONTROLLER MAINLINE PIPE ry TERMINAL STRIPS FOR CONTROL WIRING ICI i I SLOPE TO DRAIN _ PLAN VIEW ROUNDING ROD FINISH GRADE 4 2. • ''I I I, CONCRETE PAD NOTE �7i 10-INCH VALVE BO% WITH COVER 1.REFER TO IRRIGATION SPECIFICATIONS FOR — COMPACTED SUBGRADE COVERAGE DEPTH TO BURIED PIPE AND WIRE. 3-INCH SCH 40 ELECTRICAL CONDUIT CADWELD CONNECTION: PAIGE 2. REFER TO IRRIGATION SPECIFICATIONS FOR BACKFILL AND SWEEP EL FOR CONTROL WIRING 3-INCH MINIMUM DEPTH OF AND COMPACTION CRITERIA. 1-INCH SCH 40 ELECTRICAL CONDUIT 30• MIN. 3/4-INCH WASHED GRAVEL TYPICAL TRENCHING AND SWEEP EL FOR ELECTRICAL BRICK (1 OF 1) GROUNDING DETAIL 1-INCH SCH 40 ELECTRICAL CONDUIT NT.S. AND SWEEP EL FOR ELECTRICAL SERVICE /6 AWG BARE COPPER GROUND WIRE FROM CONTROLLER NOTE: /6 AWG BARE COPPER WIRE 1. PROVIDE PRE -WIRED U.L. LISTED CONTROLLER ASSEMBLY. NO SHARP BENDS FROM CONTROLLER j U.L. LISTED 5/8• X 10' COPPER GROUNDING ROD 'll /L /AQL1I�LyI1 U•LG LROUNDING PLATE X 0.06' COPPER LIOyAUIT LWTLTLI AlIlL1 / L ,CONTROLLER ASSEMBLY (^?`B? FINISH GRADE CONTROLLER GROUNDING N.1S. 3 ASSEMBLY N.T.S. ,,,L__—POP-UP ROTOR SPRINKLER PRT �MIPT INLET Ta MIPT I ..TLET (—x m YL NUIL /1 LOBLOCK THEM SMACK AREA (SF) AGAINST UNDISTURBED SOD. (x x Y)- (SF) . PVC LATERAL PIPE FITTING 11 1 4' 22 1 7 45' BEND 90' BEN TEE OR SIZE REND SF END SF SF SF DEAD END S PVC SCH 40 TEE OR EL 3• 0.35 0.69 1.36 2.52 1.70 NOTES: 1. INSTALL AND TEST MAINLINE ACCORDING TO MANUFACTURER'S NOTE: INSTALLATION SPECIFICATIONS. 1. INSTALL SWING JOINT LAY ARM BETWEEN 39 AND 45' OF LATERAL PIPE 2. REFER TO SPECIFICATIONS FOR ALL TRENCH DEPTHS AND WIDTHS. 3. USE NO. 4 REBAR WITH MASTIC COATING WHERE PIPE MUST BE IN ORDER TO ABSORB DOWNWARD IMPACT. IF LATERAL PIPE IS NOT ANCHORED TO THRUST BLOCK. INSTALLED AT SPECIFIED DEPTH, CONSULT ENGINEER PRIOR TO 4. INSTALL THRUST BLOCK SO THE HORIZONTAL (X) AND VERTICAL (Y) INOF SWING JOINT. DIMENSIONS OF THE THRUST BLOCK ARE APPROXIMATELY EQUAL S. INSTALL THRUST BLOCK WITH A MINIMUM THICKNESS FROM THE PIPE TO THE UNDISTURBED SOIL OF TWO TIMES THE DIAMETER OF THE PIPE. 6. THRUST BLOCK SIZING ASSUMES A MAXIMUM OPERATING PRESSURE OF ` ISO PSI, A MAXIMUM VELOCITY OF 5 FEET PER SECOND, AND A SOIL BEARING CAPACITY OF 1000 LOS/Fr. 1 POP-UP ROTOR n THRUST BLOCK SPRINKLER ASSEMBLY N.T.S. DETAIL N.T.i I,EVBONS DATE: CITY OF FORT COLLINS, COLORADO E9CNE0 BY: DRAW! BY: AP➢ROKD BY: Aqua BnynaeNq Inc. aTa srss/ows I Ri F!ME= rtColUns SCAIL DATE: DNEfJtED BY: DATE: gBET EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS IR12 IRRIGATION DETAILS I F - x~.�i°y11 a AS SNOWI 1]/12/2008 0M5 I I 23 BEGIN PROJECT ----------------------- 1 LEGEND UTISTRAW BALE INLET PROTECTION KEY MAP CENTE NOiIF�GioN ENiEP OF COLOMOO SCALE: r• = 500' 1.800-922-1987 - ---- EROSION CONTROL LOG (12') EXTEND 10' BEYOND LIMITS OF EXCAVATION (TYP.) KL EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS I—ET E1 CITY OF FORT COLLINS rFOrI �: o o. : EROSION CONTROL PLAN COLORADO I °1120° I E9 w IN LEGEND STRAW BALE INLET PROTECTION EROSION CONTROL LOG (12') EXTEND 10' BEYOND LIMITS OF EXCAVATION (TYP.) CITY OF FORT COLLINS COLORADO a(D 0 zn nr rnno m.� O c KEY MAP SCALE: 1" = 500' -- GCI UlRNOIIHON CEMERO OF COLOWFFpO 7-800.922-1987 ' yG er: o ..R er: •Rw ovEo er: EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS VSREEi E2 ,z.,=.. aEq re f,F EROSION CONTROL PLAN oort� E ��c 0 RIVERBEND PONDS N w w w x w w w z x U H Q CONTROL LOG sC"°E, I LEGEND STRAW BALE INLET PROTECTION ffll� KEY MAP SCALE: 1" = 500' EROSION CONTROL LOG (121) '� �°DTa N�o�o ON INTER OF O EXTEND 10' BEYOND LIMITS OF — — 1-800-922-1987 _. EXCAVATION (TYP.) " � i o °°off dx N90N5: DATE.SIGN D Br: DR"MN Br: "PPRO Br: EIT EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS CITY OF FORT COLLINS Fort'CdUns "` "` E3 COLORADO F f w"�: o"¢: cNEaco er: o"re: EROSION CONTROL PLAN a � J Q g 11000 o O O & 8 0 0000000 0 �0000 Fl�00 20. LEGEND 64' OF EROSION CONTROL LOG .8 98' OF EROSION CONTROL LOG 1, iPROTECT' EXISTING I' \ �,', INLET STRAW BALE INLET PROTECTION KEY MAP SCALE: 1" = 500' CAu unuir NOTIFICATION CENTER OF COLORAOO EROSION CONTROL LOG (12') - ........ ------------------- 1-800-922.1987 L j... EXTEND 10' BEYOND LIMITS OF EXCAVATION (TYP.) DESIGNED Br. DRABw B.: EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS E' CITY OF FORT COLLINS FOr1 �D io. z, z� CNECCED BY ID.rE: EROSION CONTROL PLAN I E of E COLORADO 88' OF EROSION rnNTanl I nr, I LEGEND STRAW BALE INLET PROTECTION EROSION CONTROL LOG (12')• EXTEND 10' BEYOND LIMITS OF. EXCAVATION (TYP.) CITY OF FORT COLLINS COLORADO 115' OF EROSION I CONTROL LOG I I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Lo w w w 2 w w U) w Z J V N Q 52' OF EROSION CONTROL LOG F9 KEY MAP cnu uueonFi ctHi1I .rcaoi- WI SCALE: 1" = 500' 1-800-922-1987 r................... ....._.-.......................... ................. . ................ . ..................................................... — ......................................................... -- D vL o Br: IM— By MMOVEO BY: Albin17Er� �•_ZB• Bi,nz.: • EAST PROSPECT ROE LANDSCAPE 5 JD EROSION coNraoPEA E9 w - cn `'i - z J _ U PROTECT EXISTING INLET (2 TOTAL) I LEGEND C� r nJ' 119' OF EROSION I CONTROL LOG 1 CONTROL LOG Ln STRAW BALE INLET PROTECTION KEY MAP SCALE: 1 = 500 �1 GLL OTILITY NOTIFlCATION EROSION CONTROL LOG (12') ce'neNOFcaoa,00 EXTEND 10' BEYOND LIMITS OF * e. _ _Y . 3 EXCAVATION (TYP.) -- __r_. .0-92..�.1987 -I EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS CITY OF FORT COLLINS Fort"` E6 COLORADOc.Eo r. ow : EROSION CONTROL PLAN a w - �- W . z JY I ="- I X —10' OF EROSION CONTROL LOG (INSTALLED IN SWALE) 76' CO PROTECT EXISTING — NLET I LEGEND STRAW BALE INLET PROTECTION EROSION CONTROL LOG (12') EXTEND 10' BEYOND LIMITS OF EXCAVATION (TYP.) CITY OF FORT COLLINS �Fgtt`CpW�g COLORADO 1qP C & T FWC VLOG PROTECT' EXISTING INLET i KEY MAP SCALE: t = 500 �I........... r O"LL O➢CITY NOTIFICA➢ON ("l\ CENTER OF COLORl00 1-800-922-1987 ET NED FL Y` I "ONLY' �o Y` EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS E7 OAX�CNECKEO 81 O"iE: EROSION CONTROL PLAN a r-zo' I u.12W I Fc -- -- — —_ w nllt W ----------------------- --_------o --- :�= O I ------- -- - {- p + � 0 -------------_ -- LEGEND STRAW BALE INLET PROTECTION KEY MAP SCALE: t = 500 EROSION CONTROL LOG (12') CENTER - EXTEND EXTEND 10' BEYOND LIMITS OF -800-922-1987 EXCAVATION (TYP.)d..- K` KL EAST PROSPECT ROAD LANDSCAPE IMPROVEMENTS CITY OF FORT COLLINS Fort' "` E8 COLORADO ��` .,30. _� EROSION CONTROL PLAN or I" I.. E9 I_ME DE FILL ENTRENCHED -I OVCRFLOM EROSION BKES WOOD STAKES I �CULVERT RUOFF 0[fAL A NOTES, KOY _ _ P VNS}ALLAIIONN: Kx INSTALLING PLANNING LENGTHS OF WATTLES. SUIT THE N� FLOW » .'. SECOND VATTL[ SIGHTLY AGAINST iME FIRST, 00 HOT 1�'KR . STAKE HCWATTLES AT EACH END AND ;14:. TOM R FILTERED —ARTIER FDOI W CENT R. 'iYk ADJACENT ROLLS SMALL A zs root WATTLE USES B STAKES / TIGHTLY ABUT A 20 fool VAT TLE USES 3 STAKES 7\ Y� .•.. '.,(( %\ . P `• _.• I END BALES TO BE '• �' �\." A 12 FOUR WATTLE USES A STAKES y\��EiT STAKES SHOULD SE DRIVEN THROUGH THE MIDDLE O' 1KKEYED /\/ /\/� IN10 FILL SLOPE. , ' f'. •'.. .. R R e WI a WATT i TLE. LEAVING 2 - O INCHES OF THE STAKE PROTRUDING �y� BOVE THE WATTLE. A MCA SEDIMENT LOAD WILL TEND W MM INLET TO Plc THE WATTLE OP AND COULD PULL IT OFF TME THEY TON �Y/`Y\ \/ \y -.: SECTION A —A STAKES IF ARE DRIVEN DOWN LOW. IT MAv BE NECESSARY TO MAX[ A NRE IN iME WATTLE WITH A PICK \�\\/\ \/ /\�/\' EROSION BALLS ENDOP YOUR MADDOX IN ORDER TO GET THE STAKE THROUGH TIME Sia• WHEN s,R•W WATTLES ARE USED FOR FLAT 'vT\ \�\j\\�\�\y\� Uj.' MOUND APPLICATIONS, DRIVE iK STAKES STRAIGHT ppWNl/�\\j/\�\ \`/)/\� /�� INLET PROTECTION [PLOSION BALES ARE f0 BED PWHENERPENOICLIARNTOATHE LSES ON LOPE. SLOPES. WIVE THE STAKES iJ` �\'j`• / � f� 7 H \.\ \�\\ ,. \\/ ENTRENCHED INTO THE SOIL. TIGHTLY ABUTTING ITn Mo GAPS, STAKED ANTI BACKFILLED MGRD RIVE FIRSTD 7 E SECOND1'. V W000 f /\//u\ \�//j\i\\\/�TTC\�\t'` TIE ENTIRE OUTBID[ PERIMETER. THE SI v�OF TOHELPAT AN 1BI. 2A' INNCM TIGHTLY TOGETHER. IF YOU HAVE BIFFICUL7Y DRIVING THE STAKE INTO EXTREMELY HARD M ROCKY SLOPES. A PILOT WATTLES — DETAIL A BAR MAY BE NEEDED TO BEGIN THE STAKE HOLE. W1 A A o a TM7rM G sMaAL WnLE INsuu .nW Nn¢s ' THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT W THE CONDITIONS OF EACH SITE. WATTLES SMALL BC INSTALLED PRIOR TO ANY LAND -DISTURBING ACTIVITIES. WATTLESSMALL CONSIST OF STRAW, COPDST. EXCELSIOR, OR COCONUT FIBER. NET FOR USE D CONCENTRATED FLOW AREAS. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO U2U INCHES. ATTLES SMALL RE INSTALLED K WANUFAC TURERS SPECIFICATIONS. ON SLOPES, WATTLES SHQLD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO IRM INLET R P PREVENT PENDING AT THE MID SECTION. RUNNING LENGTHS OF v TLES SHOULD RE ABUTTED FIRMLY 10 ENSURE NO LEAKAGE AT THE ABUTMENTS. R R SPACING - DOVNSLOPE� VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERNUNCD BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN FACTORS, A GOOD RULE OF THUMB IS• WOOD STAKES SLOES . ID FEET MART PLAN VIEW 91 SLOPES 20 FEET MART a SLOPES • 30 FEET MART Al M 1 SLOPES • D FEET ART. [IC. MAINTENANCE NOTES- 1. INSTALL EROSION BALES IN ACCORDANCE WITH GUIDELINCS GIVEN IN MOP INLET EROSION DALE FILTER. HDWCVCR, ADJUSTMENTS NAY HAVE TO BE MADE FOR THE SOIL TYPE FOR SOFT, LGANY SOILS - ADJUST THE ROVS CLOSER TOGETHER; 2. STORM MAIN IN -ET PROTECTION STRUCTURCS SHALL BE INSPECTCD PERIODICALLY AND AFTER EACH RAIN FM HARD. ROCKY SOILS - ADJUST THE REVS FURTHER MART. A SECONDARY VATTL[ PLACCD RCHIND TIE ABUTMENT OF iv0 WATTLES IS ENCOURAGED ON STEEP SLOPES OR WHERE JOINTS NAVE FAILED IN THE PAST. STAKING• THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2' TO 5/B' SBAR IS ALSO ACCEPTABLE. BE SURE TO EVENT, AND REPAIRED WHEN NECESSARY. ACCUMULATED SEDIMENT SMALL BE REMOVED. O. STORM MAIN INLET PROTECTION STRUCTURES SMALL BE REMOVED AFTER THEY HAVE SERVED THEIR PURPOSE. A MINIMUM BURY DEPTH OF STRAW 'BALES SMALL BE M'. USE A STAKE THAT IS LONG ENOUGH TO PROTRUBE SEVERAL INCHES ABOVE I TIME WATTLE, 18' IS A GOOD LENCFM HARD, ROCKY SOIL. FOR SOFT LOAMY SOIL USE A 2M• STAKE. STRAW BALE STRUCTURES ND S. 1. ALL EXCAVATION, MIXING, BACKHLL. COVPACTNMH ANO OTHER INCIDENTAL ITEMS RE RED TO INSTAL EROSION CONTROL ITEMS AND STRUCTURES SMALL BE INCLUDED N TMC =7 OF THE ITEM. 2. ALL UTILITY LOCATIONS SHOWN ON THESE PLANS ARE APPROMMATE ANTI THE CONTRACTOR SMALL VERITY THEIR LOCATIONS PNOR TO THE BEGINNING Or CONSTRUCTION. S. EROSION LOG (12 INCH) SHALL SE PAR) FEW AS INSTALL AND REMOVE. L INLET PROTECTION SnAI BE PAD FOR INSTALL AND REMOVE. 5. E-H IS NECESSARY 70 REVISE THE DESIGN OF THE EROSION CONTROL PLANS FOR THE PROSPECT LANDSCAPING PRO.ECT, IN E CONTRACTOR WILL BE RESPONSIBLE FOR RCASING THEM EROSION CONTROL PLANS. CONTRACTOR TO SUBMIT REMSED EROSION CONTROL PLANS TO THE CITY REPRESENTATIVE FOR APPROVAL PRIOR TO BEGINNING ANYCONSTRUCTWN. B. CONTRACTOR WILL BE RESPONSIBLE FOR DID ANNG THE STORM WATER MANAGEMENT RAN PERMIT FOR THIS PROECT. PERMIT MUST RE SUBMITTED TO CITY PIMDR TO BEGINNING CONSTRCTWN. U ). CONTRACTOR SMALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERM- FOR STORM WATER DSCHARCE, THE STORM WATER MANAGEMENT RAN AND THE EROSION CONTROL PLAN. B. r0 AVID RUNOFF IN ME MENAMS, ROOK SNOUT ITNO LULL M INSTATED PRIOR CALLUHU TVNOIIFICAIION TO BEGINNING LANDSCAPING WORK WITHIN MEDIANS. EACH MEDIAN BURL BE TREATED AS A SEPARATE ENTITY. CONTRACTOR CAN NOT PROCEED WIN EXCAVATION IN A CENTER OF COLORAOO 1-800-922-1987 SECOND MEDIAN UNTILRDIx SHDILDERNG IS INSTALLED IN MEDIAN CURRENTLY UNDER CONSTRUcnW, CNSIONS: DATE: I DESIONED BT DRAWN BY: APPROVED Br:SMCET CITY OF FORT COLLINS scAE:KL (DALE: KL cMEaEoeY: DALE: EAST PROSPECT ROADSON DSCAP IMPROVEMENTS FortEROCOLORADO r Eg 20 I 12.R.05 I E9 disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to 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. 18.0 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. Rev 10/20/07 Section 00100 Page 7 19.0 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 shall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. 20.0 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. 21.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 22.0 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 are 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. 23.0 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. 24.0 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 Rev10/20/07 Section 00100 Page 8 SECTION 00300 BID FORM SECTION 00300 BID FORM PROJECT: Place Date 1. In compliance with your Invitation to Bid dated 20_ and subject to all conditions thereof, the undersigned a (Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder 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 made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum of ($ ) in accordance with the Invitation To Bid and Instructions to Bidders. 4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written notice of the award of the contract is delivered to him at the address given on this Bid. The name and address of the corporate surety with which the Bidder proposes to furnish the specified performance and payment bonds is as follows: 5. All the various phases of Work enumerated in the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. through Rev10/20/07 Section 00300 Page 1 EAST PROSPECT ROAD - LANDSCAPE IMPROVEMENTS Bid Tabulation Addendum 2 3.23 1 Indian Grass - g1 Gallon Container (Sorghastrtun nutans) 623 EA $ SUBTOTAL $ GROUND MATERIALS 4.1 Type 1 Aggregate (1.5 - 2' Cobble, 3' deep) 17,746 SF $ 4.2 Type 3 Aggregate (3 - 6' Cobble, 3' deep) 11.119 SF S 4.3 Wood Mulch (native ornamental grass areas) - T deep (transport to site and install. only) 15,885 SF $ - 4.4 Weed Barrier Fabric (beneath Type 1 and Type 3 Aggregates) 1 28,865 SF $ - SUBTOTAL $ IRRIGATION 51 BackflowAssembfyw/ Erldosure(1.51) 1 EA $ - 5.2 Master Valve Assembly (1-5-) 1 EA S 5.3 Winterization Assembly 1 EA S 5.4 Isolation Gate Valve (1-5") 3 EA. $ - 5.5 Isolation Gate Valve (2") 10 EA S - 5.6 Isolation Gate Valve (31) 3 EA $ 57 Quick CouplingValveAssembly 27 EA S 5.8 Air and Vacuum Relief Valve Assembly 6 EA S $ 90 Pedestal Mount ConrollerAssembly (36 station) 2 EA $ 5.10 1.5" Class 200 PVC Pipe (mainline) Aso LF $ - 5.11 2' Class 200 PVC Pipe (mainline) 3,790 LF S 5.12 3' Gass 200 PVC Pipe (mainline) Z020 LF g _ 5.13 1- Gass 160 PVC Pipe pateral) 19,700 LF 5.14 1.25" Class 160 PVC Pipe (lateral) 1.700 LF S 5.15 1.5" Gass 160 PVC Pipe (lateral) 300 LF S - 5.16 2-Gass 160 PVC Pipe (lateral) 1,010 LF $ - 5.17 Sprinkler REV Assembly 1"(uic. lowvottagewire) 25 EA S 5AS SprivilderRCV-Assembly lt.5*(inc.low:vohagewire) 28 .;EA. S - 5.19 Rain gird 1,806 Sprinkler Assembly 620 �A S 520 Rain gird 1804 Sprinkler A ssemblywl 2t baler Ntzz:la 52 EA It 5-21 Hunter 1-20-6P Sprinkler Assembly 470 EA S 5-22 . Drip RCV1RIter Assembly'line. low voliage wits) 15 FA $ 523 0.75- Polyethylene Drip Tubing 5,000 LF S - 5.24 Drip Rush Cap Assemblies 24 EA S SUBTOTAL $ TOTAL s Total in Words 8. BID SCHEDULE (Base Bid) EAST PROSPECT ROAD - LANDSCAPE IMPROVEMENTS Bid Tabulation Item a Item Description Ouantity Unit Unit Cost F-lttension GENERAL REOUIREMENTS 1.1 Mobilization, Bad Bond. and Insurance 1 Lump Sum S 1.2 Construction Staking s Surveying 1 Lump Sum By City Of For, Collins 1.3 Traffic Control 1 Lump Sum By City Of Fan Collins 1.4 Flagging 1 Lump Sum By City Of Fort Collins 1.5 2. Year Maintenance i Lump Sum By City Of Fan Collins SUBTOTAL S EARTHWORK and EROSION CONTROL 2.1 Soil Preparation (clearing, grubbing. Selective Herbicide App. - North 8 South Roadway Only) 134,670 SF S 2.2 Soil Preparation (clearing, grubbing, Non -Selective Herbicide App. - Moclian Only) 33.000 SF S 2.3 Gradirvg, Import Topsoil, Shapirq - Median Only 33,000 SF S 2.4 Slam Drain Inlet Protection 9 EA S 2.5 Erosion Control Logs (I2•) 1925 LF $ SUBTOTAL $ PLANTING MATERIALS 3.1 Type 1 Seeding 8 E ydremufchirg. Short Grass (East of Bridge, includes median) 59,580 SF S 3 2 Type 2 Seeding a Hydromutching, Tall Grass (West of Bridge, includes median) 75,342 SF $ - 3.3 Type 3 Plugs - Median orgy, 11,527 sq.ft (within Seed MIX Type 1) 3360 EA $ 34 Type 4 Plugs- Median only. 8,783 sq.ft (within Seed Mix Type 2) 2560 EA S 3.5 Plains Conorrxood - 2" Cal. (Populus sargentii) 20 EA S 3.6 Plains Cottonwood - a Cal. (Populus saigemiJ) 12 EA S 3 7 Serviceberry- #5 Gallon Comainer (Ameianchiar alnifolia) it EA S - 3.8 Four-W ing Sattbush - #5 Gallon Container (A triplex canescense) 41 EA S 3.9 Tag Blue Rabbittvush- #5 Gallon Container (Chrysothamnus nauseosus albicaltu) 51 EA $ - 3.10 1 Tan Green Rabbitbrush - #5 Gallon Container (Chrysohammn nauseosus graveolens) 30 EA 5 - 3.11 Law Rabbithrush - #5 Gallon Container (Ctaysothamnus viscidiftorus) 36 EA S - 3.12 Shrub Plains Codomvood - #5 Gallon Container (Populus sargendi) 21 EA S - 3. i 3 Western Sandcheny - #5 Gallon Container (Prunus bessayi) 54 EA S - 3.14 Creeping Western Sandcherry - #5 Gallon Container (Prunus besseyi 'Pawnee Buttes') 14 EA $ - 3.15 Chokecherry. #5 Ganan Container (Prunus viginiarla) 18 EA It - 3.16 Ttneelaaf Sumac - #5 Gallon Container (Rhos eilobata) 37 EA S - 3.17 Golden Currant - #5 Gallon Comainer (Ribes aureum) 20 EA S - 3.18 American Plum - #5 Gallen Container (Prunus Americana) 21 EA S - 3.19 Snavberry - #5 Gallon Container (Symphoncarpcs oreoptdlus) - 5 EA $ 3.20 Heavy Metal Blue Switd-grass- #1 Gallon Container (Panicum virgatum'Heavy Metal') 658 EA S 3.21 Shenandoah Red S'.0tcNiass - #1 Gallon Container (Parocum virgatum'Shenandoah') 594 EA S 322 Little BJuestem Grass - #1 Gallon Container (Sch¢achyrium soopa3dum'Bla7a') 435 EA S 3.23 Indian Grass - #1 Gallon Container (Sarghasnum nutans) 623 EA $ - SUBTOTAL $ Rev10/20/07 Section 00300 Page 2 EAST PROSPECT ROAD - LANDSCAPE IMPROVEMENTS Bid Tabulation GROUND MATERIALS 41 Type 1 Aggragate 0.5 - 2" Cobble, 3- deep) 17,746 SF S 4.2 Type 3 Aggregate (3 - 6" Cobble, 3- deep) 11,119 SF $ - 4.3 Wood Mulch (native ornamental grass areas) - 3' deep (transport to sita and install. only) 15,885 SF $ 4.4 Waed Barrier Fabric (beneath Type I and Type 3 Aggragatas) 28,665 SF $ - SUBTOTAL S IRRIGATION BackflowAssembly w/Enclosure (t.5') - 1 EA S - 51 Master Valve Assembly 0.5") 1 EA 5 - 5.2 5.3 Winterization Assembly - 1 EA S 5.4 Isolation Gate Valve 0-5") 3 EA S 5.5 1 Isolation Gate Valve (r) 10 EA $ - 5.6 Isolation Gate Valve (3") 3 EA S - 5.7 Quick Coupling Valve Assembly 27 EA. S - 5.8 Air and Vacuum Relief Valve Assembly 6 EA S - 5.90 Pedestal Mount Con7- filer Assembly (36 station) 2 EA S - 5.10 1.5' Class 200 PVC Pipe (mainline) 950 LF $ - 5 11 1 2- Class 200 PVC Pipe (mainline) 3,790 LF S - 5.12 s' Class 200 PVC Pipe (maiNine) Z020 LF S - 5.13 1" Class 160 PVC Pipe Qateral) 19,700 LF S - 5.14 1.25" Class 160 PVC Pipe (lateral) 1,700 LF S - 5 15 1.5- Class 160 PVC Pipe (lateral) 300 LF $ - 5.16 2- Gass 160 PVC Pipe tlateral) 1,010 LF S - Sprinkler RCVAssembly 1-(inc.low voltage wire) 10 EA fi - 517 Sprinkler ACV Assembly 1.5-(inc.low Vol' age wire) 30 EA S 5.18 5.19 Rain Bird 1806 Sprinkler Assomby 620 EA fi 5.20 Rain Bird 1804 SpoinikterAssembly wl Bubbler Nozzle 52 A $ 5.21 Hunter 1-20-GP Sprinkler Assembly 470 EA Drip RCVlFlter Assembly (inc. Ian voltage wire) 14 EA 5.22 0- 5- Poyadrytene Drip Tubing 5,000 LF S - 5.23 5.24 Drip Flush Cap Assemblies 24 EA S - SUBTOTAL $ TOTAL $ In Words Rev10/20/07 Section 00300 Page 3 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 (250) of the total Agreement Price. RESPECTFULLY SUBMITTED: CONTRACTOR BY: Signature Title License Number (If Applicable) (Seal - if Bid is by corporation) Attest: Address Telephone Email Date Rev10/20/07 Section 00300 Page 1 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors SECTION 00410 Rev 10/20/07 Section 00410 Page 1 BID BOND KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned _ as Principal, and as Surety, are hereby held and firmly bound unto the City of Fort Collins, 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, 7005 East Prospect Road Landscaping Improvements. 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 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. Rev 10/20/07 Section 00410 Page 2 IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals this day of , 20, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. PRINCIPAL Name: Address• By Title: ATTEST: By (SEAL) SURETY By: Title: (SEAL) Rev 10/20/07 Section 00410 Page 3 SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered 'and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1. Name of Bidder: 2. Permanent main office address: 3. When organized: 4. If a corporation, where incorporated: 5. How many years have you been engaged in the contracting business under your present firm or trade name? 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) 7. General character of Work performed by your company: 8. Have you ever failed.to complete any Work awarded to you? If so, where and why? 9. Have your ever defaulted on a contract? If so, where and why? 10 Are you debarred by any government agency? If yes list agency name. Rev10/20/07 Section 00420 Page 1 11. List the more important projects recently completed by your company, stating the approximate cost of each, and the month and year completed, location and type of construction. 12. List your major equipment available for this contract. 13. Experience in construction Work similar in importance to this project: 14. Background and experience of the principal members of your organization, including officers: 15. Credit available: $ 16. Bank reference: 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER? 18. Are you licensed as a General CONTRACTOR? If yes, in what city, county and state? What class, license and numbers? 19. Do you anticipate. subcontracting Work under this Contract? If yes, what percent of total contract? and to whom? 20. Are any lawsuits pending against you or your firm at this time? IF yes, DETAIL Rev10/20/07 Section 00420 Page 2 21. What are the limits of your public liability? DETAIL What company? 22. What are your company's bonding limitations? 23. The undersigned hereby authorizes and requests any person, firm or corporation to furnish any information requested by the OWNER in, verification of the recital .comprising this Statement of Bidder's Qualifications. Dated at this day of , 20_. Name of Bidder Bv: Title: State of County of being duly sworn deposes and says that he is of and that (name of organization) the answers to the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn to before me this day of , 20 Notary Public My commission expires Rev10/20/07 Section 00420 Page 3 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 100 of the contract. ITEM SUBCONTRACTOR Section 00430 Page 1 ITEM Y ITEM DESCRIPTION QUANTITY UNIT 1.1 MOBILIZATION, BID BOND, INSURANCE I LUMP SUM 21 CLEARING, GRUBBING, SELECTIVE HERBICIDE APPLICATION (NORTH B SOUTH OF ROADWAY) 134,610 SOFT. 2.2 CLEARING, GRUBBING, SELECTIVE HERBICIDE APPLICATION (MEDIAN ROADWAY) 33,000 SOFT, 2.3 GRADING AND SHAPING - MEDIAN 33.000 SOFT. . 2.4 STORM DRAIN INLET PROTECTION 9 EACH 2.5 17 EROSION CONTROL LOGS 1,925 UN. FT 3.1 TYPE I - SEEDING AND HYDROMULCHING (EAST OF BRIDGE, INCLUDES MEDIAN) 59,580 SOFT. 3.7 TYPE 2 • SEEDING AND HYDROMULCHING (WEST OF BRIDGE, INCLUDES MEDIAM 75.342 SOFT 3.3 TYPE 3 RUGS (MEDIAN ONLY) WITHIN SEED MIX TYPE 1) 3,360 EACH 3.4 TYPE 4 . PLUGS (MEDIAN ONLY) WITHIN SEED MU( TYPE 2) 2,560 EACH 3.5 PUUNS COTTONWOOD Popu63.19-4 2'CALIPER 20 EACH 3.6 PWNS COTTONWOOD Populus sog9 ii 3'CAUPER 12' EACH 3.7 SASKATOON SEMEBERRY Ambmchl fAWii IS CONTAINER II EACH 3.8 FOUR -WING SALTBUSH Aulplw comuame 05 CONTAINER II EACH 3.9 TALL BLUE RABBDBRUSH Clq wlyomms museows olbkalw OS CONTAINER 51 EACH 3'10 TALL GREEN RAIWEIRUSH Chywho mussows pmwolsw •5 CONTAINER 30 EACH 3.11 LOW RABBITBRUSH 01.1hovm -d&n.. ♦5 CONTAINER 36 EACH 3.12 PLANS COTTONWOOD Populw w%-A P5 CONTAINER 21 EACH 3.13 WESTERN SINDCHERRY P-baswo 15 CONTAINER 54 EACH 3.1s PAWNEE BUTTES WESTERN SANDCHERRY P-s bmwyi tan Bums' P5CONTAINER 14 EACH 3.15 BLACK COMMON CHOKECHERRY P,- v QW- 05 CONTAINER I8 EACH 3.16 1HREELEAF SUMAC ft-dl.b 45CONTAINER 37 EACH 3.17 GOLDEN CURIW47 Rib. auraum #SCONTANER 20 EACH 3.18 AMERICAN PLUM P.- omaimn #5 CONTAINER 21 EACH 119 MOUNTAIN SNOWBERRY Symphorkacposo PNlu. NSCONTAINER 5 EACH 3.20 HEAVY METAL SWITCHGRASS Pork 'iry.um'Hoo.Y Mml• 01 CONTAINER 658 EACH 3.21 SHENANDOAH RED SW1TCHCAASS P..k-.vpmum'Sh.-dooh' •1 CONTAINER 594 EACH 3.72 LITTLE BLUESTEM GRASS Schkochydum smpvKum 116.1 /I CONTAINER 435 EACH 3.23 INDIAN GRASS Sorpho.>tim mrtony • 1 CONTAINER 623 EACH 4.1 TYPE I AGGREGATE 11.56• 2' WASHED COBBLE, 3' DEEP) 17,746 SOFT. 4.2 TYPE 2 AGGREGATE (3'- 6' WASHED COBBLE, 3-DEEP) 1IM9 SOFT 4.3 WOOD MULCH, 3' DEEP (TRANSPORT AND INSTALL ONLY) 15,885 SOFT 4.4 WEED BARRIER FABRIC 28,865 SOFT. 5.1 BACKFLOW ASSEMBLY W/ ENCLOSURE I EACH 5.2 1.5' MASTER VALVE ASSEMBLY I EACH 5.3 WINTERIZATION ASSEMBLY I EACH 5.4 1.5' ISOLATION GATE VALVE 3 EACH 5.5 T ISOLATION GATE VALVE 10 EACH 5.6 3' M WT40N GATE VALVE 3 EACH 5.7 QUICK COUPUNG VALVE ASSEMBLY 27 EACH 5.8 AIR AND VACUUM RELIEF VALVE ASSEMBLY 6 EACH ' 5.7 36 STATION PEDESTAL MOUNT CONTROLLER 2 EACH 5.10 1.5• CLASS 2W PVC 950 LIN.FT. 5.11 7 CLASS 200 PVC 3,790 UN,FT, 5.12 . T CLASS 200 P/C 2.020 LINYT. 5.13 I' CUSS 160 PVC ' 19,700 LIN,FT. 5.1/ 1.25' CUSS 160 PVC 1,700 LIN.FT. 5.15 1.5' CLASS 160 PVC 300 UN.FT. 5.16 7 CLASS 160 PVC 1.010 UN,fT, 5,17 1- REMOTE CONTROL VALVE ASSEMBLY (INCLUDES WIRE) - EACH 5.18 1.5- REMOTE CONTROL VALVE ASSEMBLY (INCLUDES WIRE) 2B EACH 5.19 RAINBIAD 1806 SPRINKLER ASSEMBLY 62p % EACH CH 5.20 ' RAINBIRD 1804 SPRINKLER ASSEMBLY 52 2 52 T EACH 5.21 HUNTER I.206P SPRINKLER ASSEMBLY EACH 5.22 DRIP REMOTE CONTROL VALVE 7 FILTER ASSEMBLY (INCLUDES WIRE} S„vo EACH EACH $.23 0.75' POLYETHYLENE DRIP TUBING. SA00 5.24 DRIP FLUSH CAP ASSEMBLIES 24 EACH 3Y�4•� L•nw ��'� r CITY OF FORT COLLINS 1CdbnS .. I EAST PROSPECT v ..pm- COLORADO ROAD LANDSCAPE IMPROVEMENTS I 25 SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed SECTION 00510 NOTICE OF AWARD Date: TO: PROJECT: 7005 East Prospect Road Landscaping Improvements OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated 20 for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 7005 East Prospect Road Landscaping Improvements. The Price of your Agreement is 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 20 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 Contract Documents attached. City of Fort Collins OWNER By: James B. O'Neill, II, CPPO, FNIGP Director of Purchasing & Risk Management Section 00510 Page 1 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the day of in the year of 20 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and (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 7005 East Prospect Road Landscaping Improvementsand is generally described in Section 01100. ARTICLE 2. ENGINEER The Project has been designed by BHA Design, Inc., - Landscape and Aqua Engineering, Inc. - Irrigation, 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 Ninety (90) 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 One Hundred Twenty (120) 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 proceeding the actual loss suffered by OWNER. if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. Section 00520 Page 1- 1) Substantial Completion: One Thousand Dollars ($1,000.00) for each calendar day or fraction thereof that expires after the Ninety (90) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Five Hundred Dollars ($500.00) for each calendar day or fraction thereof that expires after the Thirty (30) calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: ($ ), $ Dollars,. 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, progress payments will be in the amount equal to the percentage indicated below, 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. 90% of the value of Work completed until the Work has been 50% completed as determined by ENGINEER, when the retainage equals 5% of the Contract Price, and if the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, 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. 90% 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 for payment. Section 00520 Page. 2 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient to increase total payments to CONTRACTOR to 950 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 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. Section 00520 Page 3 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 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: 7.2.1Certificate of Substantial Completion 7.2.2Certificate of Final Acceptance 7.2.3Lien Waiver Releases 7.2.4Consent of Surety 7.2.5Application for Exemption Certificate 7.2.6 Application for Payment Section 00520 Page 4 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: SHEET INDEX SHEET NO. SHEET DESCRIPTION LANDSCAPE CS1 COVER SHEET 80 TAB LI LANDSCAPE PLAN L2 LANDSCAPE PLAN L3 LANDSCAPE PLAN L4 LANDSCAPE PLAN L5 LANDSCAPE PLAN L6 LANDSCAPE PLAN L7 LANDSCAPE PLAN LB LANDSCAPE PLAN L9 LANDSCAPE DETAILS, GRADING DETAILS, PLANT LIST, GENERAL NOTES IRRIGATION IRO IRRIGATION NOTES, LEGEND IRI IRRIGATION PLAN IR2 IRRIGATION PLAN IR3 IRRIGATION PLAN IR4 IRRIGATION PLAN IR5 IRRIGATION PLAN IR6 IRRIGATION PLAN IR7 IRRIGATION PLAN IRS IRRIGATION PLAN IR9 IRRIGATION DETAILS IR10 IRRIGATION DETAILS IRI I IRRIGATION DETAILS IR12 IRRIGATION DETAILS E I thru E9 EROSION CONTROL 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 to , 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 Conditions shall have the meanings indicated in the General Conditions. Section 00520 Page 5 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. Section 00520 Page 6 OWNER: CITY OF FORT COLLINS CONTRACTOR: By: JAMES B. O'NEILL II, CPPO, FNIGP DIRECTOR OF PURCHASING AND RISK MANAGEMENT Date: Attest: City Clerk Address for giving notices: P. 0. Box 580 Fort Collins, CO 80522 Approved as to Form Assistant City Attorney By: Title. Date: (CORPORATE SEAL) Attest: Address for giving notices: LICENSE NO.: Section 00520 Page 7 SECTION 00530 NOTICE TO PROCEED Description of Work: 7005 East Prospect Road Landscaping Improvements To: 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 By: Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of 20_. CONTRACTOR: By: Title: Section 00530 Page 1 F6rt Of PurcM1asin g ADDENDUM No. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Financial Services Purchasing Division 215 N. Mason St. 2Id Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov. com/purchasing Description of Bid: 7005 East Prospect Road Landscaping Improvements OPENING DATE: 3:00 P.M. (Our Clock) February 5, 2009 To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. CHANGE: I. Pre -Bid Clarifications Not Resulting in Changes to the Bid Documents: A. Contract Documents as shown on the City of Fort Collin's Purchasing website will be updated to include a full size planset (24"x36"). B. Any potholing of existing utilities within the corridor will be the responsibility of the Contractor and will be considered incidental to the installation of the improvements. C. Clarification for Section 02920-3 Lawns and Grasses, 2.1 Native Grass Seed. Please disregard the percentages shown for each seed mix. Instead, please focus on the pounds/pure live seed numbers shown for each grass type per seed mix. The following should provide clarification for each mix: Type 1 — Short Grass Seed Mix Buffalo Grass Blue Grama Inland Saltgrass Sideoats Grama TOTAL19.8lbs. PLS Type 2 — Tall Grass Seed Mix Western Wheatgrass Big Bluestem Yellow Indiangrass Switchgrass TOTAL Bouteloua dactyloides Bouteloua gracilis Distichlis stricta Bouteloua curtipendila Pascopyrum smithii Andropogon gerardii Sorghastrum nutans Panicum virgatum 13.6 lbs. PLS 0.9 lbs. PLS 1.3 lbs. PLS 4_0 lbs. PLS 4.2 lbs. PLS / acre 6.8 lbs. PLS / acre 6.4 lbs. PLS / acre 2_2 lbs. PLS / acre 19.6 lbs. 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 SECTION 00610 PERFORMANCE BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (Firm) (Address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto 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 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 by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the day of , 20_, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project,7005 East Prospect Road Landscaping Improvements. NOW, THEREFORE, if.the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Agreement, and shall fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default then this obligation shall be void; otherwise to remain in full force and effect. Rev10/20/07 Section 00610 Page 1 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 of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its -obligation on this bond; and it does hereby waive notice of any such 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 may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this day of , 20_. IN PRESENCE OF: Principal (Corporate Seal) IN PRESENCE OF: IN PRESENCE OF: (Surety Seal) (Title) (Address) Other Partners By By Surety By: By: (Address) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. Rev10/20/07 Section 00610 Page 2 SECTION 00615 PAYMENT BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (Firm) (Address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) 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 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 by' these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the _ day of , 20_, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 7005 East Prospect Road Landscaping Improvements. NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors, and corporations furnishing 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 by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. Rev10/20/07 Section 00615 Page 1 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 of the .Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such 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 may be unsatisfied. 'PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable.to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this _ day of , 20_. IN PRESENCE OF: (Corporate Seal) IN PRESENCE OF: IN PRESENCE OF: (Surety Seal) Principal By. (Title) (Address) Other Partners Surety By: By: (Address) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. Rev10/20/07 Section 00615 Page 2 SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. Rev10/20/07 Section 00630 Page 1 SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE:7005 East Prospect Road Landscaping Improvements PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: Citv of Fort Collins CONTRACTOR: CONTRACT DATE:. 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 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. By: 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: Rev10/20/07 Section 00635 Page 1 SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE TO: Gentlemen: 20 You are hereby notified that on the day of , 20_, the City of Fort Collins, Colorado, has accepted the Work completed by for the City of Fort Collins project, 7005 East Prospect Road Landscaping Improvements. 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 20_. 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: Title: ATTEST: Title: Rev10/20/07 Section- 00640 Page 1 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: (CONTRACTOR) PROJECT:7005 East Prospect Road Landscaping Improvements 1. 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. Rev 10/20/07 Section 00650 Page 1 I 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. Signed this ATTEST: Secretary day of , 20 CONTRACTOR By. Title: STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this day of 2 0_, by Witness my hand and official seal. My Commission Expires: Rev 10/20/07 Notary Public Section 00650 Page 2 Both Type 1 and Type 2 seed mixes supplied were calculated as Ibs/PLS needed per one acre. Contractor will be responsible to calculate the correct amount of Ibs/PLS needed to seed the project. D. Clarification for size of a 2 cc grass plug. If that size is unavailable, what other sizes would be acceptable? The sizing of the grass plugs to be placed in the medians shall be a 10 cubic inch Ray Leach supercell. This applies to both the short grass and tall grass plugs. E. Planset, Sheet, -IRO, Flag Note #3 Clarification concerning the installation of 3 lead wires run to each valve. Note #3 does not indicate using 3 lead wires to run each valve. It only indicates that there should be 3 spare low voltage and 1 spare common wire in each valve location from the respective controller in the event that there are wire failures at a future time. The system will have one lead and one common that operate each valve. F. Planset, Sheet IRO, Flag Notes #5 and #8 How accurate are the existing sleeve locations noted on the plans and what are the approximate depths? The conduits referenced by Notes #5 and #8 are accurately shown on the plans with depths of approximately 24" to 30" to the top of the pipe. Two conduits (on sheet IR1 and IR2) were added after the roadway improvements were complete by boring under the improvements. Horizontally, the locations of the conduits are within 10' of what is shown on the plans. The depths of these conduits are also deeper. It is anticipated that the depth of the conduit under the trail is 48" while the depth of the conduit under the road is 60" or greater. The bored conduit under the road will need to be exposed within the median and cut as necessary in order to complete the irrigation improvements as designed. Additional excavation necessary at the bored conduits will be incidental to the irrigation improvements. G. Is there a designated staging area and where is it? There are two designated staging areas for the project, one located within the Riverbend Ponds Natural Areas parking lot and the other located within the Running Dear Natural Areas parking lot. Please reference the planset, pages L3 and L6, for exact locations and extents. H. Is the irrigation tap already installed or is this part of the contract? The irrigation tap, water meter and vault will be installed by the City of Fort Collins Utilities Department prior to the beginning of this contract. The Contractor will be responsible for tying onto a 1.5" line (either copper or HDPE pipe) stubbed out approximately 5' from the new vault. This Point -of -Connection will not be SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: PROJECT: 7005 East Prospect Road Landscaping Improvements CONTRACT DATE: In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) on MISTI7 roll 4 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 , (Surety Company) By ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in- Fact. Rev10/20/07 Section 00660 Page 1 SECTION 00670 Section 00670 Page 1 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 DO NOT WRITE IN THIS SPACE 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. count No. (to be assigned by DOR) E Period 0170-750 (999) $0.00 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: 1 Business telephone number: Colorado withholding tax account number: Copies of contract or agreement pages (1) identifying the,contracting parties , 'EXEMPTION :INFORMATION and.(2)'containing signatures of contracting parties must be attached. Name of exempt organization (as shown on contract): Exempt organization's number: 198- Address of exempt organization (City, State, Zip): Principal contact at exempt organization: Principal contact's telephone number: Physical location of project site (give actual address when applicable and Cities and/or County (ies) 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 Section 00670 Page 2 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. Section 00670 Page 3 SECTION 00700 GENERAL CONDITIONS GENERAL CONDITIONS CONSTRUCTION CONTRACT These GENERAL CONDITIONS have been developed by using the STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT prepared by the Engineers Joint Contract Documents Committee, EJCDC No. 1910-8 (1990 Edition), as a base. Changes to that document are shown by underlining teat that has been added and striking through teat that has been deleted. EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) WITH CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Number & Title TABLE OF CONTENTS OF GENERAL CONDITIONS Page Article or Paragraph Number Number & Title DEFINITIONS......................................................1 1.1 Addenda.............................................1 1.2 Agreement..........................................1 1.3 Application for Payment ................... :... i 1.4 Asbestos.............................................1 1.5 Bid.....................................................1 1.6 Bidding Documents .............................1. 1.7 Bidding Requirements ..........................1. 1.8 Bonds................................................3 1.9 Change Order......................................I 1.10 Contract Documents ............................1. 1.11 Contract Price ...................................... 1 1.12 Contract Times .................................... 1 1.13 CONTRACTOR..................................1 1.14 defective.............................................1 1.15 Drawings ................... ....................... 1 1.16 Effective Date of the Agreement....,.,,,,. 1 1.17 ENGINEER ......................................... l 1.18 ENGINEERS Consultant I 1.19 Field Order .......................................... 1 1.20 General Requirements ........... - .............2 1.21 Hazardous Waste.................................2 1.22.a Laws and Regulations; Laws or Regulations ...................................... 2 1.22.b Legal Holidays .................................... 2 1.23 Liens ..................... 2 1.24 Milestone .............. 1.25 Notice of Award .................................. 2 1.26 Notice to Proceed ................................. 2 1.27 OWNER.............................................2 1.28 Partial Utilization ................................ 2 1.29 PCBs 1.30 Petroleum ........................................... 2 1.31 Project........ .................2 ....................... 1.32.a Radioactive Material 2 1.32.b Regular Working Hours,,,,,,,,,,,,,,,,,,,,,,, 2 1.33 Resident Project Representative.,,....... 2 1.34 Samples ..............................................? 1.35 Shop Drawings...................................2 1.36 Specifications.................„..................2 1.37 Subcontractor ............................ 2 1.38 Substantial Completion .......................2 1.39 Supplementary Conditions,,,,,,,,,,,,,,,,,, 2 1.40 Supplier..............................................2 1.41 Underground Facilities ..................... 2-3 1.42 Unit Price Work ................................... 3 1.43 Work ................................................... 3 1.44 Work Change Directive„ ..................... 3 1.45 Written Amendment,.„.............„...,....3 Page Number 2. PRELIMINARY MATTERS ................................ 3 . 2.1 Delivery of Bonds............................3 2.2 Copies of Documents . .....................3 2.3 Commencement of Contract Times; Notice to Proceed.,.,,,.....„.. 3 2.4 Starting the Work,,,,,,,,,,, 3 2.5-2.7 Before Starting Construction; CONTRACTORS Responsibility to Report; Preliminary Schedtles; Delivery of Certificates of Insurance ................................... 3-4 2.8 Preconstruction Conference 4 2.9 Initially Acceptable Schedules ..... I ..... 4 CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE..........................................4 3.1-3.2 Intent 4 3.3 Reference to Standards and Speci- fications of Technical Societies; Reporting and Resolving Dis- crepancies ................................. 4-5 3.4 Intent of Certain Terms or Adjectives ..................................... 5 3.5 Amending Contract Docunents......... 5 3.6 Supplementing Contract Documents ................................... 5 3.7 Reuse of Documents .........................5 4. AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS.........................................5 4.1 Availability of Lands.....................5-6 4.2 Subsurface and Physical Conditions .................................... 6 4.2.1 Reports and Drawings,,,,,,,,,,,,,,,,,,,,„6 4.2.2 Lim ited Reliance by CONTRAC- TOR Authorized; Technical Data...:.........................:...............6 4.2.3 Notice of Differing Subsurface or Physical Conditions.................6 4.2.4 ENGINEERS Review ....................... . 6 4.2.5 Possible Contract Documents Change.........................................6 .4.2.6 Possible Price and Times Adjustments...............................6-7 4.3 Physical Conditions --Underground Facilities ....................................... 7 4.3.1 Shown or Indicated,.„.................„..,7 4.3.2 Not Shown or Indicated 7 4.4 Reference Points ................................ 7 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Page Article or Paragraph Page Number &Title Number Number & Title Number 4.5 Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material 7-8 ..................... 5. BONDS AND INSURANCE ................................. 8 51-5.2 Performance, Payment and Other Bonds........:......................................8 5.3 Licensed Sureties and Insurers; Certificates of Insurance .................... 8 5.4 CONTRACTOR's Liability Insurance..........................................9 5.5 OWNER'S Liability Insurance...............9 5.6 Property Insurance.._.......................9-10 5.7 Boiler and Machinery or Addi- tional Properly Insurance ................. 10 5.8 Notice of Cancellation Pro,,ision 10 5.9 CONTRACTOR s Responsibility for Deductible Amounts .................... 10 5.10 Other Special Insurance ..................... 10 5.11 Waiver of Rights................................11 5.12-5.13 Receipt and Application of Insurance Proceeds ...................... 10-11 5.14 Acceptance of Bonds and Insu- ancc; Option to Replace....................11 5.15 Partial Utilization --Property Insurance............................:...........11 6. CONTRACTOR'S RESPONSIBILITIES ............... 11 6.1-6.2 Supervision and Superintendence..._.., 11 63-6.5 Labor, Materials and Equipment... 11-12 6.6 Progress Schedule..............................12 6.7 Substitutes and "Or -Equal" Items; CONTRACTOR's Expense; Substitute Construction Methods or Procedures; ENGINEER's Evaluation ............. 12-13 6.8-6.11 Concerning Subcontractors, Suppliers and Others; Waiver of Rights.. .......................13-14 6.12 Patent Fees and Royalties....................1,4 6.13 Permits ............................................. 14 6.14 Laws and Regulations ........................14 6.15 Taxes ........................................... 14-15 6.16 Use of Premises 15 6.17 Site Cleanliness 15 6.18 Safe Structural Loading.....................15 6.19 Record Documents .............................15 6.20 Safety and Protection ................. _.. 15-16 6.21 Safety Representative ......................... 16 6.22 Hazard Communication Programs._,... 16 6.23 Emergencies.....................................16 6.24 Shop Drawings and Samples..............16 6.25 Submittal Proceedures; CON- TRACTOR'S Review Prior to Shop Drawing or Sample Submittal .................................... 16 6.26 Shop Drawing & Sample Submit- tals Review by ENGINEER ...... 16-17 6.27 Responsibility for Variations From Contract Documents ............ 17 6.28 Related Work Performed Prior to ENGINEER's Review and Approval of Required Submittals...................................17 6.29 Continuing the Work......................17 6.30 CONTRACTOR'S General Warranty and Guarantee...............17 6.31-6.33 Indemnification .......................... 17-18 6.34 Survival of Obligations ................... 18 7. OTHER WORK ................................................. Is 7.1-7.3 Related Work at Site is 7.4 Coordination .................................. 18 8. OWNER'S RESPONSIBILITIES .......................... 18 8.1 Communications to CON- TRACTOR.................................18 8.2 Replacement of ENGINEER ............ is 8.3 Furnish Data andPay Promptly When Due..................................18 8.4 Lands and Easements; Reports and Tests...............................18-19 8.5 Insurance.......................................19 8.6 Change Orders...............................19 8.7 Inspections, Tests and Approvals...................................19 8.8 Stop or Suspend Work; Terminate CONTRACTOR's Services ......................................19 8.9 Limitations on OWNER',S Responsibilities ....... :.................... 19 8.10 Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material .................... 19 8.11 Evidence of Financel Arrangements ......................... .... 19 9. ENGINEER'S STATUS DURING CONSTRUCTION ............................................. 19 9.1 OWNER's Representative. ............... 19 9.2 Visits to Site,,,,,,;,,,,, ,,,,,,,,,,,,,,,,,,,,„ 19 9.3 Project Representative ...............19-21 9.4 Clarifications and Interpre- tations .........................................21 9.5 Authorized Variations in Pbrk 21 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Page Article or Paragraph Page Number & Title Number Number & Title Number 9.6 Rejecting Defective Work...................21 13.8-13.9 Uncovering Work at ENGI- 9.7-9.9 Shop Drawings, Change Orders NEER's Request .................... 27-28 and Payments....................................21 13.10 OWNER May Stop the Work ...... ...._28 9.10 Determinations for Unit Prices 21-22 13.11 Correction or Removal of 9.11-9.12 Decisions on Disputes; ENGI- Defective Work NEER as Initial Interpreter..............22 13.12 Correction Period ........................... 28 9.13 Limitations on ENGINEER'S 13.13 Acceptance of Defective Work ......... 28 Authority and Responsibilities....22-23 13.14 OWNER May Correct Defective Work .............................. 28-29 CHANGES IN THE WORK ........................................ 23 10.1 OWNER's Ordered Change ................ 23 14. PAYMENTS TO CONTRACTOR AND 10.2 Claim for Adjustment ....................... 23 COMPLETION._,..............,.,....,,.,.,_....,.........,... 29 10.3 Work Not Required by Contract 14.1 Schedule of Values .........................29 Documents..........*..........................23 14.2 Application for Progress 10.4 Change Orders.................................23 Payment....... ....29 10.5 Notification of Surety .........................23 14.3 CONTRACTOR's Warranty of Title 29 CHANGE OF CONTRACT PRICE .............................23 14.4-14.7 Review of Applications for 11.1-11.3 Contract Price; Claim for Progress Payments ................. 29-30 Adjustment; Value of 14.8-14.9 Substantial Completion ................... 30 the Work .................................... 14.10 Partial Utilization ....................,30-31 11.4 Cost of the Work . ......... ......24-25 14.11 Final Inspection..... ......... ......31 11.5 Exclusions to Cost of the Work ............ 25 14.12 Final Application for Payment...... 31 11.6 CONTRACTOR's Fee .............. ......... 25 14.13-14.14 Final Payment and Acceptance-,., ... 31 11.7 Cost Records.,.......* ... ....... ........... 25=?6 14.15 Waiver of Claims ..,.....,...„.,.,....31-32 11.8 Cash Allowances...............................26 11.9 Unit Price Work„ ............._..___26 15. SUSPENSION OF WORK AND TERMINATION 32 CHANGE OF CONTRACT TIMES ............................26 15.1 OWNER May Suspend Work .......... 32 12.1 Claim for Adjustment ....................... 26 15.2-15.4 OWNER May Terminate..............., 32 12.2 Time of the Essence. ..........................26 15.5 CONTRACTOR May Stop 12.3 Delays Beyond CONTRACTOR's Work or Terminate ...............: 32-33 Control ....................................... 26-27 12.4 Delays Beyond OWNER'S and 16. DISPUTE RF,SOLtMON...I.............................. 33 CONTRACTOR's Control ................. 27 TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK....................................I.............27 13.1 Notice of Defects ................................ 27 13.2 Access to the Work ............................ 27 13.3 Tests and Inspections; CONTRACTORS Cooperation......... 27 13.4 OWNER's Responsibilities; Independent Testing Laboratory,,.... 27 13.5 CONTRACTOR's Responsibilities ........ . ... . ....... ... .. .....27 13.E-13.7 Covering Work Prior to Inspec- tion, Testing or Approval. ...............27 17. NfISCELLANEOUS ........................................... 33 17.1 Giving Notice ................................ 33 17.2 Computation of Times ................... 33 17.3 Notice of Claim ............................... 33 17.4 Cumulative Remedies.....................33 17.5 Professional Fees and Court Costs Included ............................33 17.6 Applicable State Laws ................ 33-34 Intentionally left blank.......................................35 EXHIBIT GC -A: (Optional) Dispute Resolution Agreement ..................... GC -AI 16.1-16.6 Arbitration ...,.,,.... GC -Al 16.7 Mediation...............................GC-Al EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) INDEX TO GENERAL CONDITIONS City of Fort Collins modifications to the General Conditions of the Construction Contract are not shown in this index Article or Paragraph Number Acceptance of -- Bonds and Insurance........................................5.14 defective Work............................1OA.1, 13.5, 13.13 final payment..,.,,.. .............9.12, 14.15 insurance 5.14 ........................................................... other. Work, by CONTRACTOR ...........................7.3 Substitutes and "Or -Equal" Items...„...........„...6.7.1 Work by OWNER...... ...... .......2.5, 6.30, 6.34 Access to the -- Lands, OWNER and CONTRACTOR responsibilities ............................................. 4.1 site; related. Work...............................................7.2 Work:..........................................13.2, 13.14, 14.9 Acts or Omissions--, Acts and Omissions-- CONTRACTOR...................................6.9.1, 9.13.3 ENGINEER...........................................620, 9.13.3 OWNER................................................... 6.20, 8.9 Addenda --definition of (also see definition of Specifications) ....... (1.6, 1.10, 6.19), 1.1 Additional Property Insurances ....................... ......... 5.7 Adjustments— Contract Price or Contract Times ...........................1.5, 3.5, 4.1, 4.3.2, 4.5.2, ............................. 4.5.3, 9.4, 9.5, 10.2-10.4, .............................. I .......... 11,12,14.8,15.1 progress schedule .............................................. 6.6 Agreement -- definition of 1.2 ........................................................ "All -Risk" Insurance, policy form............................5.6.2 Allowances, Cash....................................................11.8 Amending Contract Documents ................................ 3.5 Amendment, Written -- in general................1.10, 1.45, 3.5, 5.10, 5.12, 6.6:2 ..........................6.8.2, 6.19, 10.1, 10.4, 11.2 12.1, 13.12.2, 14.7.2 Appeal, OWNER or CONTRACTOR intent to ..........................9.10, 9.11, 10.4, 16.2, 16.5 Application for Payment -- definition of ...................................................... 1.3 ENGINEER's Responsibility ................................ 9.9 final payment ................. 9.13.4, 9.13.5, 14.12-14.15 in general ..........................2.8, 2.9, 5.6.4, 9.10, 15.5 progress payment ..................................... 14.1-14.7 review of.................................................:14.4-14.7 Arbitration.................................................... 16.1-16.6 Asbestos -- claim s pursuant thereto ... ................... I ... 4.5.2, 4.5.3 CONTRACTOR authorized to stop Work ........4.5.2 definition of.......................................................IA Article or Paragraph Number OWNER responsibility for..............................4.5.1, 8.10 possible price and times change_.. ........................ 4.5.2 Authorized Variations in Work ........... 3.6, 6.25, 6.27, 9.5 Availability of Lands ................. .............. ...........4.1, 8.4 Award, Notice of--defined.......................................1.25 Before Starting Construction .. 2.5-2.8 Bid --definition of.........................1.5 (1.1, 1.10, 2.3, 3.3, ............ .......... 4.2.6.4,.6.13, 11.4.3, 11.9-1) Bidding Documents --definition of........................ ............................ 1.6 (6.8.2) Bidding Requirements --definition of..........................................1.7 (1.1., 4.2.6.2) Bonds -- acceptance of....................................................5.14 additional bonds.................................;10.5, 11.4.5.9 Cost of the Work........................„....__...,.........11.5.4 definition of ......................................................... 1.8 delivery of... ................................................ 2.1, 5.1 final Application for Payment„...............14.12-14.14 general.......................................1.10, 5.1-5.3, 5.13, ....... .............................. 9.13, 10.5, 14.7.6 Performance, Payment and Other...................5.1-5.2 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 11.8 Certificate of Substantial Completion ..... ,..1.38, 6.30.2.3, .................14.8, 14.10 Certificates of Inspection ...................9.13.4, 13.5; 14.12 Certificates of Insurance..... 2.7, 5.3, 5.4.11, 5.4.13, ... ..................*.5.6.5, 5.8, 5.14, 9.13.4, 14.12 Change in Contract Price-- . Cash Allowances...........................„...,,,,,.._.,,,.„11.8 claim for price adjustment............ 4.1, 4.2.6, 4.5, 5.15, 6.8.2, 9.4 ................... 9.5, 9.11, 10.2, 10.5, 11.2, 13.9, ... . ...................13.13, 13.14, 14.7, 15.1, 15.5 CON PACTOR's fee 11.6 Cost of the Work general...............................................11.4-11.7 Exclusions to...............................................11.5 Cost Records.....................................................11.7 in general.............1.19, 1.44, 9.11, 10.4.2, 10.4.3, 11 Lump Sum Pricing..........................................11.3.2 Notification of Surety.........................................10.5 Scope of......., ......... .........10.3-10.4 Testing and Inspection, Uncovering the Work.................................13.9 EJCDC GENERAL CONDITIONS.1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) exposed since the installation of the vault will be completed prior to the landscaping construction. The Contractor will be responsible for excavating to the Point -of -Connection. This excavation will be incidental to the installation of the irrigation improvements. For planned location of the Point -of -Connection, please see sheet IR1. II. Revisions to the Plans: A. On page Bid Tab of 25 it calls for Plains Cottonwood (under shade trees) and on page L9 of 25 it calls for Lanceleaf Cottonwood #5 gallon. Which one should it be? The "Bid Tab" in the Plans and in the project manual book are correct. All Cottonwoods specified shall be Plains Cottonwood (Populus sargentii). Substitute Plains Cottonwood for the Lanceleaf Cottonwood (Populus acuminata) shown on sheet L9 of 25. Please reference the update "Bid Tab" and sheet L9 which reflect these changes. Sizes for the Plains Cottonwood are to remain as shown. B. On sheet IR5 in the median on the west side there is drip line that does not connect to a valve. The nearest valves are Bland B2. Where is the hookup for this drip line? Valve B1 is for sprinklers and B2 is for bubblers, therefore these will not work for the drip irrigation application. An additional irrigation valve, B35, is to be installed directly adjacent to valve B2 (Please reference the update sheet IR5) which will service the manifold feeding the drip irrigation in this location. Controller "B" will have 35 of 36 stations utilized with this change. III. Use the attached bid tabulation sheet. Please contact John D. Stephen, CPPO, CPPB, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. where renewal is a way of life Unit Price Work...........................................11.9 Article or Paragraph Number Value. of Work..................................................11.3 Change in Contract Times -- Claim for times adjustment_.,.,...4.1, 4.2.6, 4.5, 5.15, ............ 6.8.2, 9.4, 9.5, 9.11, 10.2, 10.5, 12.1, ..... . .........13.9, 13.13 , 13.14, 14.7, 15.1, 15.5 Contractual time limits ...................................... 12.2 Delays beyond CONTRACTOR's control.............................................:..........12.3 Delays beyond OWNER's and CONTRACTOR's control............................12.4 Notification of surety ............ ......... .......„10.5 Scope of change........................................10.3-10.4 Change Orders -- Acceptance ofDefective Work ..........................13.13 Amending Contract Documents ......:................ 3.5 Cash Allowances 11.8 Change of Contract Price ............ ............. ...........I I Change of Contract Times.........................I........ 12 Changes in the Work ......... ......... ....... 10 CONTRACTOR's fee ........................................ 11.6 Cost of the Work 11.4-11.7 Cost Records.............................:...............:......11.7 definition of ......................................................... 1.9 emergencies.....................................................6.23 ENGfNEER's responsibility,...,,, 9.8, 10.4, 11.2, 12.1 execution of ....................................................... 10.4 Inderitnififiction .........................6.12, 6.16, 6.31-6:33 Insurance, Bonds and.......................5.10, 5.13, 10.5 OWNER may terminate„....... ...._._.., .15.2-15.4 OWNER's Responsibility ............................ 8.6, 10.4 Physical Conditions -- Subsurface and..............................................4.2 Underground Facilities--............................4.3.2 Record Documents ........................................... 6.19 Scope of Change.......................................10.3-10.4 Substitutes........... ................................... 6.7.3, 6.8.2 Unit Price Work ................................................ 11.9 value of Work, covered by.................................11.3 Changes in the Work ..... ........ ..10 Notification of surety:........................................10.5 OWNER's and CONTRACTOR's responsibilities ............ ............................. . .. 10.4 Right to an adjustment......................................10.2 Scope of change........................................10.3-10.4 Claims -- against CONTRACTOR .................................... 6.16 against ENGINEER ......................................... 6.32 against OWNER ........ :......................................6.32 Change of Contract Price ........:.................. 9.4, 11.2 Change of Crntract Times ...... ......... .....9.4, 12.1 CONTRACTOR's.............4, 7.1, 9A, 9.5, 9.11, 10.2, ........................... 11.2, 11.9, 12.1, 13.9; 14.8 , ............................................15.1, 15.5, 17.3 CONTRACTOR's Fee 11.6 ..................................:..... Article or Paragraph Number CONTRACTOR's liability ,,,,,.„...5.4, 6.12, 6.16, 6.31 Cost of the Work..................„.,.„....,.....„..11.4, 11.5 Decisions on Disputes..............................:9.11, 9.12 Dispute Resolution............................................16.1 Dispute Resolution Agreement ...................16.1-16.6 ENGINEER as initial interpretor ....................... 9.11 Lump Sum Pricing.........................................1,1.3.2 Notice of ............................................................. 17.3 OWNER's....................9.4, 9.5, 9.11, 10.2, 11.2, 11.9 ........................ 12.1, 13.9, 13.13, 13.14, 17.3 OWNER'sliability ........................................... 5.5 OWNER may refuse to make payment ................14.7 Professional Fees and Court Costs Included ....................................................... 17.5 request for formal decision on 9.11 Substitute Items .............................................. 6.7.1.2 Time Extension.................................................12.1 Time requirements....................................9.11, 12.1 Unit Price Work ....,,.,, 11.9.3 Value of ............................................................. 11.3 Waiver of --on Final Payment.„..............14.14, 14.15 Work Change Directive ...................................... 10.2 written notice required .....................*9.11, 11.2, 12.1 Clarifications and Interpretations............ 3.6.3, 9.4, 9.11 CleanSite ........................................... .. ... . ...........6.17 Codes of Technical Society, Organization or Association ......... .. ...................................... 3.3.3 Commencement of Contract Times ..........................2.3 Com munications-- general..............................................6.2, 6.9.2, 8.1 Hazard Communication Programs ..................... 6.22 Completion— Final Application for Payment .........................14.12 Final Inspection....................................... .......14.11 Final Payment and Acceptance ................ 14.13-14.14 Partial Utilization....................................14.10 Substantial Completion ......................1.38, 14.8-14.9 Waiver of Claims ................................. ..14.15 Computation of Times ........................... ..17.2.1-17.2.2 Concerning Subcontractors, Suppliers and Others.................................................6.8-6.11 Conferences -- initially acceptable schedules .............................. 2.9 preconstruction.................................................. 2.8 Conflict, Error, Ambiguity, Discrepancy -- CONTRACTOR to Report ...........................2.5, 3.3.2 Construction, before starting by CONTRACTOR............................................2.5-2.7 Construction Machinery, Equipment, etc, .................. 6.4 Continuing the Work .................................... 6.29, 10.4 Contract Documents -- Amending ........................... ..... ............................ 3.5 Bonds ........................... 5.1 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Cash Allowances..............................................11.8 Article or Paragraph Number Change of Contract Price ........ ............ ... ....... ...... 11 Change of Contract Times ................................... 12 Changes in the Work.................................10.4-10.5 check and verify ................................................. Clarifications and Interpretations .........................3.2, 3.6, 9.4, 9.11 definition of 1.10 ENGINEER as initial interpreter of ....9.11 ENGINEER as OWNER's representative..............9.1 general3 Insurance...........................................................5.3 Intent 3.1-3.4 ......................................................... minor variations in the Work_.....................I._...3.6 OWNER's responsibility to furnish data ...........8.3 OWNER's responsibility to make . prompt payment ..........................8.3, 14.4, 14.13 precedence................................................3.1, 3.3.3 Record Documents............................................6.19 Reference to Standards and Specifications of Technical Societies ................................... 3.3 Related Work.....................................................7.2 Reporting and Resolving Discrepancies....._._ 2.5, 3.3 Reuse of ..................................................... 3.7 ......... Supplementing.................................................. 3.6 Termination ofENGINEERs Employment ........ ,.8.2 Unit Price Work ................................................. 11.9 variations .......................................... 3.6, 6.23, 6.27 Visits to Site, ENGINEERs................................ 9.2 Contract Price -- adjustment of ................ 3.5, 4.1, 9.4, 10.3, 11.2-11.3 Changeof............................... ............................11 Decision on Disputes........................................9.11 definition of.....................................................1.11 Contract Times -- adjustment of ...........................3.5, 4.1, 9.4, 10.3, 12 Change of ....................................... .......... 12.1-12.4 Commencement of..............................................2.3 definitionof.....................................................1.12 CONTRACTOR -- Acceptance of Insurance ... .......................... ...... 5.14 Communications......................................6.2, 6.9.2 Continue Work ........................................ 6.29, 10.4 coordination and scheduling............................6.9.2 definition of ....................................................... 1.13 Limited Reliance on Technical Data Authorized 4.2.2 May Stop Work or Terminate............................15.5 provide site access to others ............... 7.2,.13.2 Safety and Protection.................4 3.1.2, 6.16, 6.18, ....................................... 6.21-6.23, 7.2, 13.2 Shop Drawing and Sample Review Prior to Submittal ......................................... 6.25 Stop Work requirements..................................4.52 CONTRACTOR's- Article or Paragraph Number Compensation............................................11.1-11.2 Continuing Obligation.....................................14.15 Defective Work ............ ............. 9.6, 13.10-13.14 Duty to correct defective Work ...... . .... . ..............13.11 Duty to Report -- Changes in the Work caused by. Emergency ........................................... 6.23 Defects in Work of Others ....... ........... ....... .... 7.3 Differing conditions...................................4.2.3 Discrepancy in Documents ........2.5, 3.32, 6.142 Underground Facilities not indicated ........... 4.32 Emergencies ............. 0.23 Equipment and Machinery Rental, Cost of the Work...........................................11.4.5.3 Fee --Cost Plus ......................... 1.4.5.6, 11.5.1, 11.6 General Warranty and Guarantee .......................6.30 Hazard Communication Programs......... ............. 6.22 Indemnification ........................6.12, 6.16, 6.31-6.33 Inspection of the Work .................:............. 7.3, 13.4 Labor, Materials and Equipment ....................6.3-6.5 Laws and Regulations, Compliance by............ 6.14.1 Liability Insurance .............................................. 5.4 Notice of Intent to Appeal .........................9.10, 10.4 obligation to perform and complete the Work ..................................................... 6.30 Patent Fees and Royalties, paid for by ................ 6.12 Performance and Other Bonds .............................5 1 Permits, obtained and paid for by ........................ Progress Schedule ...........................2.6, 2.8, 2.9, 6.6, ........................................6.29, 10.4, 15.2.1 Request for formal decisionon disputes .............. 9.11 Responsibilities -- Changes in the Work ........................... I....... 10.1 Concerning Subcontractors, Suppliers and Others, ..................................... 6.8-6.11 Continuing the Work ..........................6.29, 10.4 CONTRACTOR's expense...........................6.7.1 CONTRACTOR's General Warranty and Guarantee.......................................6.30 CONTRACTOR's review prior to Shop Drawing or Sample submittal.................6.25 Coordination of Work ................................. 6.9.2 Emergencies ............................................... 6.23 ENGINEER's evaluation, Substitutes or "Or -Equal" Items ............................. 6.7.3 For Acts and Omissions of Others.............................6.9.1-6.9.2, 9.13 for deductible amounts, insurance 5.9 general........................................6, 7.2, 7.3, 8.9 Hazardous Communication Programs, .......... 6.22 Indemnification ................................... 6.31-6.33 Vii EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Labor, Materials and Equipment..............0.3-6.5 Laws and Regulations ........ ... . ................ ...6.14 Liability Insurance ......... ......... ........... 5.4 Article or Paragraph Number Notice of variation from Contract Documents ........................................... 6.27 Patent Fees and Royalties............................6.12 Perm its ....................................................... 6.13 Progress Schedule ......................................... 6.6 Record Documents.......................................6.19 related Work performed prior to ENGINEERs approval of required subm ittals .............................................. 6.28 safe structuralloading.................................6.18 Safety and Protection ........ .... 6.20, 72, 132 Safety Representative...................................6.21 Scheduling the Work ... .. .. ......... .........6.9.2 Shop Drawings and Samples ....................... 6.24 Shop Drawings and Samples_Review by ENGINEER......................................6.26 Site Cleanliness ........................................... 6.17 Submittal Procedures ................................... 6.25 Substitute Construction Methods and Procedures_...................................6.7.2 Substitutes and "Or -Equal" Items................6.7.1 Superintendence ........................................... 6.2 Supervision .............................. .....................6.1 Survival of Obligations................................6.34 Taxes ................. ...... ................. .......... ........ 6.15 Tests and Inspections...... I ...... I ........ I .... ,....... 13.5 ToReport....................................................2.5 Use of Premises .....................6.16-6.18, 6.30.2.4 Review Prior to Shop Drawing or Sample Submittal........................................6.25 Right to adjustment for changes in the Work 10.2 right to claim ............. 4, 7.1, 9.4, 9.5, 9.11, 10.2,11.2, .11.9112.1,13.9,14.8,15.1,15.5,17.3 Safety and Protection .................. 6.20-622, 72, 13.2 Safety Representative .........„ ...........................6.21 Shop Drawings and Samples Submittals ..... 6.24-6.28 Special Consultants........................................11.4.4 Substitute Construction Methods and Procedures 6.7 Substitutes and "Or -Equal" Items, Expense...........................................6.7.1, 6.7.2 Subcontractors, Suppliers and Others......,... 6.8-6.11 Supervision and Superintendence ..... _... :6.1, 6.2, 6.21 Taxes, Payment by...........................................6.15 Use of Premises ......................................... 6.16-6.18 Warranties and guarantees ..........................6.5, 6.30 Warranty of Title .................. ......... ........14.3 Written Notice Required -- CONTRACTOR stop Work or terminate .... I ... 15.5 Reports of Differing Subsurface and Physical Conditions .... .......... .. 4.2.3 Substantial Completion... ............................. viii 14.8 CONTRACTORS --other .............................................. 7 Contractual Liability Insurance...................:..........5.4.10 Contractual Time Limits,.,.. „.....,..,.12.2 Article or Paragraph Number Coordination— CONTRACTOR's responsibility ........................6.9.2 Copies of Documents ............. ......... ..... . 2.2 Correction Period..................................................13.12 Correction, Removal or Acceptance of Defective Work-- in general ................................... 10.4.1, 13.10-13.14 Acceptance ofDefective Work ..........................13.13 Correction or Removal of Defective Work.................................6.30, 13.11 Correction Period............................................13.12 OWNER May Correct Defective Work..............13.14 OWNER May Stop Work .......... ...............13.10 Cost -- of Tests and Inspections...............................„.,.,13.4 Records11.7 Cost of the Work -- Bonds and insurance, additional ...................11.4.5.9 Cash Discounts ................................................ 11.4.2 CONTRACTORS Fee.. . ...................... ..............11.6 Employee Expenses, ..................................... 11.4.5.1 Exclusions to.....................................................11.5 Genera I11.4-11.5 Home office and overhead expenses ....................11.5 Losses and damages.....................................11.4.5.6 Materials and equipment ................................ 11.4.2 Minor expenses...........................................11.4.5.8 Payroll costs on changes.................................11.4.1 performed by Subcontractors ......... .............1.1.4.3 Records 11.7 Rentals of construction equipment and machinery.......................................11.4.5.3 Royalty payments, permits and license fees............................................11.4.5.5 Site office and temporary facilities ................11.4.5.2 Special Consultants, CONTRACTORs.....,_,_. 11.4.4 Supplemental .................................................. Taxes related to the Work........... I................1.1.4.5.4 Tests and Inspection.........................................13.4 Trade Discounts 11.4.2 Utilities, fuel and sanitary facilities ..............11.4.5.7 Work after regular hours._ ............................... 11.4.1 Covering Work ....................... ........................ 13.6-13.7 Cumulative Remedies ...: .................................. 17.4-17.5 Cutting, fitting and patching....................................7.2 Data, to be furnished by OWNER .............................8 3 Day --definition of................................................17.2.2 Decisions on Disputes..........................I..........9.11, 9.12 defective --definition of ......................„_.,.,.,.....,._.1.14 defective Work -- Acceptance of.......................................10.4.1, 13:13 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Correction or Removal of......................10.4.1, 13.11 Correction Period 13.12 ............................................. . in general_, .._,__.....................13, 14.7, 14.11 Article or Paragraph Num ber Observation by ENGINEER ................................ 9.2 OWNER May Stop Work. . ............................... 13.10 Prompt Notice of Defects...................................13.1 Rejecting.................................. ... ........... ...........9.6 Uncovering.the Work.......................................13.8 Definitions ................................................................ 1 Delays......................................4.1, 6.29, 12.3-12.4 Delivery of Bonds ..................................................... 2.1 Delivery of certificates of insurance ............................2.7 Determinations for Unit Prices 9.10 Differing Subsurface or Physical Conditions -- Noticeof.........................................................4.2.3 ENGINEER's Review ....................................... 4.2.4 Possible Contract Documents Change„.............4.2.5 Possible Price and Times Adjustments..............4.2.6 Discrepancies -Reporting and Resolving ......................... -_ 2.5, 3.3._2, 6.14. _ � Dispute Resolution— Agreement ...............................................16.1-16.6 Arbitration ................................................. 16.1-16.5 general l6 Mediation........................................................1.6.6 Dispute Resolution Agreement.........................16.1-16.6 Disputes, Decisions by ENGINEER ................ 9.11-9.12 Documents -- Copiesof...........................................................2.2 Record 6.19 Reuseof.............................................................3.7 Drawings --definition of...........................................1.15 Easements.............................................................4.1 Effective date of Agreement-- definition of..............1.16 Emergencies...................................................... ..... 6: 23 ENGINEER -- as initial interpreter on disputes .................9.11-9.12 definition of 1.17 Limitations on authority and responsibilities.,.., 9.13 Replacement of .................................................. 8.2 Resident Project Representative ...........................9.3 ENGINEER's Consultant-- definition of 1.18 ENGINEER's-- authority and responsibility, limitations on ......... 9.13 Authorized Variations in the Work ....................... 9.5 Change Orders, responsibility for ........ 9.7, 10, 11, 12 Clarifications and Interpretations ...............3.6.3, 9.4 Decisions on Disputes...............................9.11-9.12 defective Work, notice of...................................13.1 Evaluation of Substitute Items ............................. 6.7.3 Liability...................................................6.32, 9.12 Notice Work is Acceptable..............................14.13 Observations...........................................6.30.2, 9.2 OWNER's Representative....................................9.1 Payments to the CONTRACTOR Responsibility for.....................................9.9, 14 Recommendation of Payment, ................... 14.4, 14.13 Article or Paragraph Number Responsibilities --Limitations on ................. 9.11-9.13 Review of Reports on Differing Subsurface and Physical Conditions ............................. 4.2.4 Shop Drawings and Samples, review responsibility ........... :............................ I ..... 6.26 Status During Cmstruction-- authorized variations in the Work..................9.5 Clarifications and Interpretations ........ 9 ........4 Decisions on Disputes ......................... 9.11-9.12 Determinations on Unit Price ........................ 9.10 ENGINEER as -Initial Interpreter,.._.....9.11-9.12 ENGINEER's Responsibilities ... 9.1-9.12 Limitations on ENGINEER's Authority and Responsibilities ............ I ................. 9.13 OWNER's Representative ...................... ..... 9.1 Project Representative...................................9.3 Rejecting Defective Work ... ...................... 9.6 Shop Drawings, Change Orders and Payments ............ ........................ 9.7-9.9 Visits to Site.................................................9.2 Unit Price determinations .................................. 9.10 Visits to Site.......................................................9.2 Written consent required .............................. 7.2, 9.1 Equipment, Labor, Materials and,,,,,,,,,,,,,,,,,,,,,,, 6.3-6.5 Equipment rental, Cost of the Work .................. 11.4.5.3 Equivalent Materials and Equipment ....................... 6.7 error or omissions..................................................6.33 Evidence of Financial Arrangements .......................8.I I Explorations of physical conditions .................... . 42.1 Fee, CONTRACTOR's--Costs Plus ...........................11.6 Field Order -- definition. of 1.19 issued by ENGINEER ................................ 3.6.1, 9.5 Final Application for Payment...............................14.12 Final Inspection...................................................14.11 Final Payment -- and Acceptance ............................. ......... 14.13-14.14 Prior to, for cash allowances..............................11:8 General Provisions .......................................... 17.3-17.4 General Requirements -- definition of ....................................................... 1.20 principal references to..............2.6, 6.4, 6.6-6.7, 6.24 Giving Notice ................................. 17.1 Guarantee of Work --by CONTRACTOR,..,.„..6.30, 14.12 Hazard Communication Programs .............. I ............ .22 Hazardous Waste -- definition of.....................................................1.21 general............................................................. 4.5 OWNER's responsibility for ............................... x.10 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Indemnification ............................. 6.12, 6.16, 6.31-6.33 Initially Acceptable Schedules ....... . ... .. .... ..................2.9 Inspection -- Certificates of..............................9.13.4, 13.5, 14.12 Final 14.11 Article or Paragraph Number Special, required byENGINEER ......................... 9.6 Tests and Approval ........ .... ......... 8.7, 13.3-13.4 Insurance -- Acceptance of, by OWNER...............................5.14 Additional, required by changes in the Work ............................................ 11.4.5.9 Before starting the Work.....................................2.7 Bonds and --in general..........................................5 Cancellation Provisions ....................................... 5.8 Certificates of. ..... I..,...,.._...2.7, 5, 5.3, 5.4.11, 5.4.13, .... ..............5.6.5, 5.8, 5.14, 9.13.4, 14.12 completed operations.....................................5.4.13 CONTRACTOR's Liability................... ...... :,...... 5.4 CONTRACTOR's objection to coverage ............. 5.14 Contractual Liability......................................5.4.10 deductible amounts, CONTRACTOR's responsibility................................................ 5:9 Final Application for Payment .........................14.12 Licensed Insurers ................................................ 5.3 Notice requirements, material changes ........ 5.8, 10.5 Option to Replace.............................................5.14 other special insurances....................................5.10 OWNER as fiduciary for insureds...............5.12-5.13 OWNER's Liability............................................5.5 OWNER's Responsibility.....................................8.5 Partial Utilization, Property Insurance ............... 5.15 Property.................................................... 5.6-5.10 Receipt and Application of Insurance Proceeds ..................:............................ 5.12-5.13 Special Insurance ......... ..... ....... ... ..................... 5.10 Waiver of Rights .............................................. 5.11 Intent. of Contract Documents 3.1-3.4 Interpretations and Clarifications .....................3.6.3, 9.4 Investigations of physical conditions .................I.......4.2 Labor, Materials and Equipment .......................... 6.3-6.5 Lands -- and Easements.....................................I.............8.4 Availability of.............................................4.1, 8.4 Reports and Tests...............................................8.4 Laws and Regulations --Laws or Regulations-- Bonds.......h................................................5.1-5.2 'the' i Changes inWork ............................. ...........10.4 Contract Documents..........................................3.1 CONTRACTOR's Responsibilities .....................6.14 Correction Period, defective Work....................13.12 Cost of the Work, taxes ......... ............ .... 11.4.5.4 definition of ...................:................................... 1.22 general6.14 Indemnification ........................................ 6.31-6.33 Insurance...........................................................5.3 Precedence....._..................................._.....3.1, 3.3.3 Reference to .................................................... 3.3.1 Safety and Protection................................6.20, 13.2 Subcontractors, Suppliers and Others ............ 6.8-6.11 Article or Paragraph Number Tests and Inspections ....................... :........... 13.5 Use of Premises ............................... ................ 6.16 Visits to Site ........................................................ 9.2 Liability Insurance- -CONTRACTOR'S ............................................... 5.4 OWNER'S 5.5 Licensed Sureties and Insurers ................................... 5.3 Liens -- Application for Progress Payment._ ...................... 14.2 CONTRACTOR's Warranty of Title..............„..„14.3 Final Application for Payment .........................14.12 definition of .............. .. .............. ................ 1.23 Waiver of Claims ......... 14.15 Limitations on ENGINEER's authority and responsibilities................................................. 9.13 Limited Reliance by CONTRACTOR Authorized ........................................................ 4.2.2 Maintenance and Operating Manuals -- Final Application for Payment .........................14.12 Manuals (of others)-- Precedence................................................... 3.3.3.1 Reference to in Contract Documents ................. 3.3.1 Materials and equipment -- furnished by CONTRACTOR .............................. 6.3 not incorporated in Work ......... I ... - ....................14.2 Materials or equipment --equivalent ........................ 6.7 Mediation (Optional)..............................................16.7 Milestones --definition of........................................1.24 Miscellaneous -- Computation of Times........................................17.2 Cumulative Remedies 17.4 Giving Notice....................................................17.1 Notice of Claim ................................................. 17.3 . Professional Fees and Court Costs Included ......... 17.5 Multi -prime contracts... .............................................. 7 Not Shown or Indicated 4.3.2 Notice of -- Acceptability of Project ............................. ................... Award, definition of ....................................... 1.25 Claim............................................................1.7.3 Defects,13.1 Differing Subsurface or Physical Conditions....., 4.2.3 Giving............................................................17.1 Tests and Inspections........................................13.3 Variation, Shop Drawing and Sample ................6.27 Notice to Proceed -- definition of..........................:..........................1.26 givingof...........................................................2.3 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Notification to Surety ..............................................10.5 Observations, by ENGINEER...... ............. 6.30, 9.2 Occupancy of the Work..................5.15, 6.30.2.4, 14.10 Omissions or acts by CONTRACTOR................6.9, 9.13 Open Peril policy form, Insurance .......................... 5.16.2 Option to Replace ........................ ......................................... . 5.14 Article or Paragraph Number "Or Equal" Items......................................................6.7 Other work 7 Overtime Work --prohibition of ................................. 6.3 OWNER -- Acceptance ofdefective Work ........................... 1.3.13 appoint an ENGINEER ........................... I........... 8.2 as fiduciary ...............................................5.12-5.13 Availability of Lands, responsibility .................... 4.1 definition of ....................................................... 1.27 data, furnish......................................................8.3 May Correct Defective Work...........................1.3.14 May refuse to make payment .......................... 14.7 May Stop the Work.........................................13.10 May Suspend Work, Terminate ...........................8.8, 13.10, 15.1-15.4 Payment, make prompt.....................8.3, 14.4, 14.13 performance of other work .................................. 7.1 permits and licenses, requirements ................... 6.13 purchased insurance requirements ...............5.6-5.10 OWNER'S--. Acceptance of the Work..............................6.30.2.5 Change Orders, obligation to execute........., 8.6, 10.4 Communications ................................................. 8.1 Coordination of the Work 7.4 Disputes, request for decision............................9.11 Inspections, tests and approvals .................. 8.7, 13.4 Liability Insurance .................... ..........................5.5 Notice of Defects ............................................... 13.1 Representative --During Construction, ENGINEER's Status ...................................... 9.1 Responsibilities -- Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material ................. 8.10 Change Orders ........... ...................................8.6 Changes in the Work.. 1 0.1 communications ............................................ 8.1 CONTRACTOR's responsibilities .................. 8.9 evidence of financial arrangements .............. 8.I I inspections, tests and approvals .................... 8.7 insurance ....................................................... 8.5 lands and easements ..................................... 8.4 prompt payment by ........................................ 8.3 replacement of ENGINEER ...........................8 2 reports and tests............................................8.4 stop or suspend Work..................8.8, 13.10, 15.1 terminate CONTRACTOR's services..........................................8.8, 15.2 separate representative at site ............................. 9.3 testing, independent ................ :........................ 13.4 use or occupancy of the Work ......................... 5.15, 6.30.2.4, 14.10 written consent or approval required.........................................9.1, 6.3, 11.4 Xi EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Number written notice required ........................7.1, 9.4, 9.11, ....................................11.2, 11.9, 14.7, 15.4 PCBs -- definition of......................................................1.29 general.............................................................. 4.5 OWNER'S responsibility for...............................8.10 Partial Utilization -- definition of.....................................................1.28 general6.30.2.4, 14.10 Property Insurance ............................................ 5.15 Patent Fees and Royalties........................................6.12 Payment Bonds ..................................... .............. 5.1-5.2 Payments, Recommendation of..............14.4-14.7, 14.13 Payments to CONTRACTOR and Completion -- Application for ProgressPayments ......................14.2 CONTRACTOR's Warranty of Title ................ 14.3 Final Application for Payment .........................14.12 Final Inspection .............................................. 14.11 Final Payment and Acceptance ............... 14.13-14.14 general........................................................8.3, 14 Partial Utilization............................................14.10 Retainage............... .14.2 Review of Applications for Progress Payments...............................14.4-14.7 prompt payment..................................................8.3 Schedule of Values .............................:................ 14.1 Substantial Completion ......................... ...... 14.8-14.9 Waiver of Claims ............................................. 14.15 when payments due. ................................ 14.4, 14.13 withholding payment ........, ....................14.7 Performance Bonds .............................................. 5.1-5.2 Permits............................................................ 6.13 Petroleum -- definition of ....................................................... 1.30 general.............................................................. 4.5 OWNER'S responsibility for ............................... 8.10 Physical Conditions -- Drawings of, in or relating to ........................ 4.2.1.2 ENGINEER's review ......................................... 4.2.4 existing structures ............................................ 4.2.2 general4.2.1.2........................................................ Notice of Differing Subsurface or,.....................4.2.3 Possible Contract Documents Change .... ,...._.... 4.2.5 Possible Price and Times Adjustments.... .... 4.2.6 Reports and Drawings......................................4.2.1 Subsurface and ........... ....... ......... .........4.2 Subsurface Conditions .................................... 4.2.1.1 Technical Data, Limited Reliance by CONTRACTOR Authorized ......................... 4.2.2 Underground Facilities-- general........................................................ 4.3 Not Shown or Indicaed ................................ 4.3.2 Protection of.........................................4.3, 6.20 xii Article or Paragraph Num ber Shown or Indicated ................................................ 4.3.1 Technical Data ............................................... 4-2 2 Preconstruction Conference 2.8 Preliminary Matters.....................................................2 Preliminary Schedules .............................................. 2.6 Premises, Use of ............................................. 6.16-6.18 Price, Change of Contracy............................I.............11 Price, Contract --definition of.. ......................... 1.11 Progress Payment, Applications for ......................... 14.2 Progress Payment--retainage................................... 14.2 Progress schedule, CONTRACTOR's............. 2.6, 2.8, 2.9, ......... I .... I .................. 6.6, 6.29, 10.4, 15.2.1 Project --definition of...............................................1.31 Project Representative— ENGINEER's Status During Construction ............. 9.3 Project Representative, Resident --definition of .........1.33 prompt payment by OWNER ............................ I........ 8.3 Property Insurance -- Additional......................................................... 5.7 general5.6-5.10 Partial Utilization................................5.15, 14.10.2 receipt and application of proceeds ..........5.12-5.13 Protection, Safety and..............................6.20-6.21, 13.2 Punch list ............................................................ 14.11 Radioactive Material-- defintion of ............:.......................................... 1.32 genera14.5 OWNER's responsibility for ............................. :8.10 Recommendation of Payment.................14.4, 14.5, 14.13 Record Documents .............. ................... 6._19, 14.12 Records, procedures for maintaining ..........................2.8 Reference Points ...................:.................................... 4.4 Reference to Standards and Specifications of Technical Societies ......................................... 3.3 Regulations, Laws and(or)...................................... 6.14 Rejecting Defective Work..........................................9.6 Related Work -- at Site........................................................ 7.1-7.3 Performed prior to Shop Drawings and Samples submittals review .................... 6.28 Remedies, cumulative......................................17.4, 17.5 Removal or Correction ofDefective Work................13.11 rental agreements, OWNER approval required ..... 11.4.5.3 replacement of ENGINEER, by OWNER ................_. 8.2 Reporting and Resolving Discrepancies.................................2.5, 3.3.2, 6.14.2 Reports -- and Drawings ................................................. 4.2.1 and Tests, OWNER's responsibility ..................... A Resident and Project Representative -- definition of .................................................... 1.33 provisionfor.............................................................9.3 EJCDC GENERAL CONDITIONS 191o•8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Number Resident Superintendent, CONTRACTOR's................6.2 Responsibilities— CONTRACTOR's-in general .................................. 6 ENGINEER's-in general........................................9 Limitations on .............................................. 9.13 OWNER's-in general.............................................8 Retainage............................................................1.4.2 Reuse of Documents ................................................... 3.7 Review by CONTRACTOR: Shop Drawings and Samples Prior to Submittal .........................6.25 Review of Applications for Progress Payments ......................... ............ 14.4-14.7 Right to an adjustment............................................10.2 Rightsof Way..........................................................4.1 Royalties, Patent Fees and......................................6.12 Safe Structural Loading .......................................... 6,18 Safety -- and Protection................................4.3.2, 6.16, 6.18, ... ......... ..... ......... 6.20-6.21, 7.2, 13.2 general .................................................... 6.20-6:23 Representative, CONTRACTOR's......................6.21 Samples -- definition of ........................................................ 1.34 general .................................................... 6. 24-6.28 Review by CONTRACTOR................................6.25 Review by ENGINEER..............................6.26, 6.27 related Work ...................................................... 6.28 submittal of 6.24.2 submittal procedures............................................6.25 Schedule of progress.............................2.6, 2.8-2.9, 6.6, .... ........ ................6.29, 10.4, 15.2.1 Schedule of Shop Drawing and Sample Submittals . ..... .. ......................2.6, 2.8-2.9, 6.24-6.28 Schedule of Values..............................2.6, 2.8-2.9, 14.1 Schedules -- Adherence to..................................................15.2.1 Adjusting...........................................................6.6 Change of Contract Times.................................10.4 Initially Acceptable .. ......... ......... ...... 2.8, 2.9 Preliminary........................................................2.6 Scope of Changes.......................................10.3-10.4 Subsurface Conditions........................................4.2.1.1 Shop Drawings -- and Samples, general ........................ ......... 6.24-6:28 Change Orders & Applications for Payments, and.........................................9.7-9.9 definition of.....................................................1.35 ENGINEER's approval of.................................3.6.2 ENGINEER's responsibility for review ..................................... 9.7, 6.24-6.28 related Work....................................................6.28 review procedures. . .... ..........................2.8, 6.24-6.28 Article or Paragraph Number submittal required ............................................... 6.24.1 Submittal Procedures 6.25 use to approve substitutions, ....... ................. 6.7.3 Shown or Indicated ................. I .............................. 4.3.1 Site Access......................................................7.2, 13.2 Site Cleanliness 6.17 Site, Visits to -- by ENGINEER ................. 7.........................9.2, 13.2 byothers..........................................................13.2 "special causes of loss" policy form, insurance........................................................5.6.2 definition of.....................................................1.36 Specifications— defination of....................................................1.36 of Technical Societies, reference to...................3.3.1 precedence ................................ ......... ......3.3.3 Standards and Specifications of Technical Societies ........................................ 3.3 Starting Construction, Before..............................2.5-2.8 Starting the Work ............. .... .... ....2 4 Stop or Suspend Work-- by CONTRACTOR...........................................15.5 by OWNER......................................8.8, 13.10, 15.1 Storage of materials and equipment .....................4.1, 7.2 Structural Loading, Safety ................. ...... ...............6.18 Subcontractor -- Concerning ................................................ 6.8-6.11 definition of ...................................................... 1.37 delays............................................................12.3 waiver of rights................................................6.11 Subcontractors --in general ..................... ............6.8-6.11 Subcontracts --required provisions,.,,,... 5.11, 6.11, 11.4.3 Submittals— Applications for Payment ................................. 14.2 Maintenance and Operation Manuals ............... 14.12 Procedures.......................................................6. 25 Progress Schedules......................................2.6, 2.9 Samples...................................................6.24-6.28 Schedule of Values.....................................2.6, 14.1 Schedule of Shop Drawings and Samples Submissions......................................2.6, 2.8-2.9 Shop Drawings ........................................ 6.24-6.28 Substantial Completion— certification- of............................6.30.2.3, 14.8-14.9 defmition of ...................................................... 1.38 Substitute Construction Methods or Procedures ........ 6.7.2 Substitutes and "Or Equal" Items...............................6.7 CONTRACTOR's Expense ............................ 6.7.1.3 ENGINEER's Evaluation„.,..„..,,,,,,,...„..,.„.,...6.7.3 "Or -Equal.. .................. ......... .............. 6.7.1.1 Substitute Construction Methods xiii EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Number or Procedures 6.7.2 Substitute Items ............................................. Subsurface and Physical Conditions -- Drawings of, in or relatug to ........................ 4.2.1.2 ENGINEER's Review 4.2.4 general..............................................................4 2 Limited Reliance by CONTRACTOR Authorized .................................................. 4.2.2 Notice of Differing Subsurface or Physical Conditions ......................................... 4.2.3 Physical Conditions.......................................4.2.1.2 Possible Contract Documents Change„.............4.2.5 Possible Price andTimes Adjustments... .... 4.2.6 Reports and Drawings......................................4.2.1 Subsurface and....................................................4.2 Subsurface Conditions at the Site ..................... 4.2.1.1 Technical Data.................................................4.2.2 Supervision-- CONTRACTOR's responsibility ........................... 6.1 OWNER shall not supervise.:..............................8.9 ENGINEER shall not supervise ................ 9.2, 9.132 Superintendence......................................................6.2 Superintendent, CONTRACTOR's resident................6.2 Supplemental costs...............................................11.4.5 Supplementary Conditions -- definition of ....................................................... 1.39 principal references to.................1.10, 1.18, 2.2, 2.7, ....................... 4.2, 4.3, 5.1, 5.3, 5.4, 5.6-5.9, ................. 5.11,6.8,6.13,7.4,8.11,9.3,9.16 Supplementing Contract Documents ......................... 3.6 Supplier -- definition of.....................................................1.40 principal references to ............ _3.7, 6.5; 6.8-6.11, 6.20, ....................................I.....6.24, 9.13, 14.12 Waiver of Rights ................................................ 6.11 Surety -- consent to final payment ........................14.12, 14.14 ENGINEER has no duty to ........................... I..... 9.13 Notification of..................................10.1, 10.5, 15.2 qualification of ........ ......... ............. ... 5.1-5.3 Survival of Obligations ........................................... 6.34 Suspend Work, OWNER May ................. ...... 13.10, 15.1 Suspension of Work and Termination-- ......................15 CONTRACTOR May Stop Work or Terminate...............................................15.5 OWNER May Suspend Work........ _....................1.5.1 OWNER May Terminate.............................15.2-15.4 Taxes --Payment by CONTRACTOR ........................ 6.15 Technical Data -- Limited Reliance by CONTRACTOR .................4.2.2 Possible Price and Times Adjustments..............4.2.6 Reports of Differing Subsurface and Physical Conditions....................................4.2.3 xiv Temporary construction facilities ............................. 4.1 Article or Paragraph Number Term ination-- by CONTRACTOR...........................................15.5 by OWNER........................................8.8, 15.1-15.4 of ENGINEER's employment.. ............................. 8.2 Suspension of Work-in general .............................15 Terms and Adjectives..........`...................................3.4 Tests and Inspections -- Access to the Work, by others ........ _.:_.............. 13.2 CONTRACTOR's responsibilities.......' ........ ......13.5 cost of 13.4 covering Work prior to .............. ................. 13.6-13.7 Laws and Regulations(or) ............................... 13.5 Notice of Defects......,... 13.1 OWNER May Stop Work... ............... .............. 13.10 OWNER's independent testing ..........................13.4 special, required by ENGINEER ...................... 9.6 timely notice required ...................................... 13.4 Uncovering the Work, at ENGINEER's request ......................................... ........ 13.8-13.9 Times -- Adjusting.......................................................... 6.6 Change of Contract,......„....................................12 Computation of.................................................17.2 Contract Times --definition of ...........................1.12 day.........................................................17.2.2 Milestones ........................................................... 12 Requirements -- appeals................................................. 9.10, 16 clarifications, claims and disputes..................9.11, 11.2, 12 Commencement of Contract Times ................ 2.3 Preconstruction Conference ............................. 2.8 schedules ................................:........ 2.6, 2.9, 6.6 Starting the Work.........................................2.4 Title, Warranty of. ................................ I ........... ...... 14.3 Uncovering Work.,....*...*..................................13.8-13.9 Underground Facilities, Physical Conditions -- definition of .................................................... 1.41 Not Shown cr Indicated ................................... 4.3.2 protection of ............... .........................4.3, 6.20 Shown or Indicated.........................................4.3.1 Unit Price Work-- claims.........................................................11.9.3 definition of .................................................... 1.42 genera111.9, 14.1, 14.5 Unit Prices-- general11.3.1 Determination for.............................................9.10 Use of Premises.................................6.16, 6.18, 6.30.2.4 Utility owners ....... ............... 6.13, 6.20, 7.1-7.3, 13.2 Utilization, Partial...................1.28, 5.15, 6.30.2.4, 14.10 Value of the Work..................................................11.3 Values, Schedule of..............................2.6, 2.8-2.9, 14.1 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) wl CITY OF FORT COLLINS MODIFICATIONS (REV 9199) Variations in Work --Minor Authorized.........................................6.25, 6.27, 9.5 Article or Paragraph Number Visits to Site --by ENGINEER....................................9.2 Waiver of Claims --on Final Payment ......................14.15 Waiver of Rights by insured parties..................5.11, 6.11 Warranty and Guarantee, General --by CONTRACTOR 6.30 Warranty of Title, CONTRACTORS ........................14.3 Work -- Accessto..........................................................13.2 by others, . ........ thers.......... „„ Changes in the ..................................................... ................................... Continuing the,.................................................6.29 CONTRACTOR May Stop Work or Terminate ................................................ 15.5 Coordination of .................................................... 7.4 Cost of the.................................................11.4-11.5 definition of ........................................................ 1..43 neglected by CONTRACTOR...........................1.3.14 otherWork............................................................? OWNER May Stop Work.................................13.10 OWNER May Suspend Work ..... ............. . 13.10, 15.1 Related, Work at Site.....................................7.1-7.3 Startingthe........................................................2.4 Stopping by CONTRACTOR.............................1.5.5 Stopping by OWNER ................................. 15.1-15.4 Variation and deviation authorized, m inor...........3.6 Work Change Directive -- claims pursuant to.............................................10.2 definition of ........................................................ 1.44 principal references to ..................... 3.5.3, 10.1-10.2 Written Amendment -- definition of ........................................................ 1.45 principal references to...............1.10, 3.5, 5.10,15.12, ........................6.6.2, 6.8.2, 6.19, 10.1, 10.4, ........................'" I ' 1.2, 12.1, 13.12.2, 14.7.2 Written Clarifications and Interpretations...................................3.6.3, 9.4, 9.11 Written Notice Required -- by CONTRACTOR............................7.1, 9.10-9.11, ........................................... 10.4, 11.2, 12.1 by OWNER ....................9.10-9.11, 10.4, 11.2, 13.14 xv ESCDC GENERAL CONDITIONS 1910-3 (1990 EDITION) w/ CITY OF FORT COLLIES MODIFICATIONS (REV 9/99) EAST PROSPECT ROAD- LANDSCAPE IMPROVEMENTS Bid Tabulation Addendum 1 hem # Item Description Ouamiry Unit Unit Cost Extension GENERAL REQUIREMENTS 1.1 Mobilization, Bid Bond, and Insurance 1 Lump Sum $ 12 Construction SWdng a Surveying 1 Lump Sum By City Of Pon Collins 1.3 Tragic Control 1 Lump Sum By City Of Fort Collins 1.4 Flagging 1 Lump Sum By City Of Fort Collins 1.5 2-Year Maintenance 1 Lump Sum By City Of Port Collins SUBTOTAL $ EARTHWORK and EROSION CONTROL 2.1 Sail Preparation (clearing, grubbing, Selective Herbicide Apo. - North a South Roadway Only) 134,670 SF $ 2.2 Soil Preparation (clearing. grubbing, Non -Selective Herbicide App. - Median Only) 33,000 SF 2.3 Grading, Import Topsoil, Shaping - Median Only 33,000 SF $ 2.4 Storm Drain Infat Protection 9 EA $ 2.5 1 Eros6en Contrel Logs (12-) 1925 LF SUBTOTAL $ PLANTING MATERIALS 3.1 Type 1 Seeding a Hydromufching, Start Grass (East of Bridge, includes median) 59.580 SF $ - 3.2 Type 2 Seeding a Hydromufching, Tall Grass (West of Bridge, includes median) 75,342 SF b 3.3 Type 3 Pttgs- Medan only, 11,527 sq.ft (within Seed Mix Type 1) 3360 EA $ 3.4 1 Type 4 Plum - Median only. 8,783 sq.fL (within Seed Lfix Type 2) 2560 EA ; 3.5 Plain Cottonwood - T Cal. I Populus sargentit) 20 EA b - 3.6 Plains Cottonwood - 3' Cal. ( Popldus sargentii) 12 EA $ - 3.7 Servicebany - #5 Gallon Container (Amelanctver atnifolia) 11 EA $ 3.8 Four -Wing Saltbush - #5 Gallon Container (Attiplex canescense) 41 FA $ 3.9 Tall Blue Rabbittrush - #5 Gallon Container (Chrysothamnus nauseosus afbicalus) 51 EA 3.10 Tall Green Rabbitbrush - #5 Gallon Container (Chrysothamnus nalseosus graveotens) 30 EA $ - 3.11 Low Rabbitbrush - #5 Gallon Container (Chrysothamnus viscldiflorus) 36 EA S . 3.12 Shrub Plains Cottormood - #5 Gallon Container (Popdus sargenti) 21 EA 8 3.13 Western Sandcheny - 45 Gallon Container (Prtutus besseyi) 54 EA b 3.14 Creeping Western Sandcherry - #5 Gallon Container (Prunus bessayi 'Pawnee Buttes') 14 EA $ - 3.15 Chokecherry - #5 Gallon Container (Prunes viginiana) is EA $ 3.16 Threeteaf Sumac - #5 Gallon Container (Rhos udobata) 37 EA $ - 3.17 Golden Currant - #5 Gallon Container (Rites aureum) 20 EA b - 3.18 American Plum - #5 Gallon Container (Prunus americana) 21 EA $ 3 19 Snowberry - #5 Gallon Container (Symphoricarpos oreophilus) 5 EA b - 3.20 JHGavy Metal Blue Switchgrass- #1 Gallon Container (Paniaun virg3tum'Heavy Metal') 658 EA b - 3.21 Shenandoah Red Switchgrass - #i Gallon Container (Panicum virgattun 'Shenandoah') 594 EA $ - 3.22 1 Little Bluestem Grass - #i Gallon Container (Sch¢actlyrtum scoparium'Bdaze') 435 FA $ - (This page left blank intentionally) xvi EJCDC GENERAL CONDITIONS 1910-3 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) GENERAL CONDITIONS ARTICLE 1—DEFINITIONS Wherever used in these General Conditions or in the other Contract Documents the following terms have the meanings indicated which are applicable to both the singular and plural thereof: 1.1. Addenda --Written or giaphic instruments issued prior to the opening of Bids which clarify, correct or change the Bidding Requirements or the Contract Documents. 1.2. Agreement —The written contract between OWNER and CONTRACTOR covering the Work to be performed; other Contract Documents are attached to the Agreement and made a part thereof as provided therein. 1.3. Application for Payment —The form accepted by ENGINEER which is to be used by CONTRACTOR in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 1.4. Asbestos --Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 1.5. Bic —The offer or proposal of the bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 1.6. Bidding Documents —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). 1.7. Bidding Requirements --The advertisement or invitation to Bid, instructions to bidders, and the Bid form. 1.8. Bondi —Performance and Payment bonds and other instruments of security. 1.9. Change Order —A document recommended by ENGINEER, which is signed by CONTRACTOR and OWNER and authorizes an addition, deletion or revision in the Work, or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Dateof the Agreement. 1.10. Contract Documents —The Agreement Addenda (which pertain to the Contract Documents), CONTRACTOR's Bid (including documentation accompanying the Bid and any 'post Bid documentation submitted prior to the Notice of Award) when attached as an exhibit to the Agreement the Notice to Proceed, the Bonds, these General Conditions, the Supplementary Conditions, the Specifications and the Drawings as the EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) same are more specifically identified in the Agreement together with all Written Amendments, Change Orders, Work Change Directives, Field Orders and ENGE\EER's written interpretations and clarifications issued pursuant to paragraphs 3.5, 3.6.1 and 3.6.3 on or alter the Effective. Date of the Agreement. Shop Drawing submittals approved pursuant to paragraphs 626 and 627 and the reports and drawings referred to in paragraphs 4.2.1 and 4.2.2 are not Contract Documents. 1.11. Contract Price —The moneys payable by OWNER to CONTRACTOR for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of paragraph 11.9.1 in the rase of Unit Price Work). 1.12. Contract Times —The numbers of days or the dates stated in the Agreement: (i) to achieve Substantial Completion, and (ii),to complete the Work so that it is ready for final payment as evidenced by ENGINEER's written recommendation of final payment in accordance with paragraph 14.13. 1.13. CON7RACTOR--The person, firm or corporation with whom OWNER has entered into the Agreement 1.14. defective —An adjective which when modifying the word Work refers to Work that is unsatisfactory, faulty or deficient in that it .does not conform to the Contract Documents, or does not meet the requirements of any inspection, reference standard, test or approval.referred to in the Contract Documents, or has been damaged prior to ENGINEER's recommendation of final payment (unless responsibility for the protection thereof has been assumed by OWNER at Substantial Completion in accordance with paragraph 14.8 or 14.10). 1.15. Drawings --The drawings which show the scope, extent and character of the Work to be furnished and performed by CONTRACTOR and which have been prepared or approved by ENGINEER and are referred to in the Contract Documents. Shop drawings are not Drawings as so defined. 1.16. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective; but if no such date is indicated it means the date on which the Agreement is signed and delivered by the last of the two, parties to sign and deliver. 1.17. ENGINEER —The person, firm or corporation named as such in the Agreement. 1.18. ENGINEER's Consultant --A person, firm or corporation having a contract with ENGINEER to furnish services as ENGINEER's independent professional associate or consultant with respect to the Project and who is identified as such in the Supplementary Conditions. 1.19. Field Order —A written order issued by ENGINEER which orders minor changes in the Work in accordance with paragraph 9.5 but which does not involve a change in the Contract Price or the Contract Times. 1.20. General Requirements —Sections of Division 1 of the Specifications. 1.21. Hazardous Waste —The term Hazardous Waste shall have the,meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time. 1.22.a. Laws and Regulations, Laws or Regulations --Any and all applicable laws, rules, regulations, ordinances, codes and orders of any and all governmental bodies, agencies, authorities and courts having jurisdiction. 1.22.b. Legal Holidays--shall be those holidays observed by the City of Fort Collins. 1.23. Liens --Liens, charges, security interests or encumbrances upon real property or personal property. 1.24. Milestone --A principal event specified in the Contract Documents relating to an intermediate completion date or time prior to Substantial Completion of all the Work. 1.25. Notice ofAward--A written notice by OWNER to the apparent successful bidder stating that upon compliance by the apparent successful bidder with the conditions precedent enumerated therein, within the time specified, OWNER will sign and deliver the Agreement. 1.26. Notice to Proceed -A written notice given by OWNER to CONTRACTOR (with a copy to ENGINEER) fixing the date on which the Contract Times will commence to run and on which CONTRACTOR shall start to perform .CONTRACTOR'S obligations under the Contract Documents. 1.27. OWNER —The public body or authority, corporation, association, firm or person with whom CONTRACTOR has entered into the Agreement and for whom the Work is to be provided 1.28.. Partial Utilization —Use by OWNER of a substantially completed part of the Work for the purpose for which it is intended (or a related purpose) prior to Substantial Completion of all the Work. 1.29. PCBs —Polychlorinated biphenyls. 1.30. Petroleum --Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene and oil mixed with other non -Hazardous Wastes and crude oils. 1.31. Project —The total construction of which the Work to be provided under the Contract Documents may be the whole, or a part as indicated elsewhere in the Contract Documents. 1.32.a. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 1954 (42 USC Section 2011 et seq.) as amended from time to time. 1.32.b. Regular Working Hours --Regular working hours are defined as 7:00am to 6:00pm unless otherwise. specified in the General Requirements. 1.33. . Resident Project Representative —The authorized representative of ENGINEER who may be assigned to the site or any part thereof. 1.34. Samples —Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 1.35. Shop Drawings -All drawings, diagrams, illustrations, schedules and other data or information which are specifically prepared or assembled by or for CONTRACTOR and submitted by CONTRACTOR to illustrate some portion of the Work. 1.36. Specifications —Those portions of the Contract Documents consisting of written technical descriptions of materials, equipment, construction systems, standards and workmanship as applied to the Work and certain administrative details applicable thereto. 1.37. Subcontractor --An individual, firm or corporation having a direct contract with CONTRACTOR or with any other Subcontractor for the performance of a part of the Work at the site. 1.38. Substantial Completion --The Work (or a specified part thereof) has progressed to the point where, in the opinion of ENGINEER as evidenced by ENGINEER's definitive certificate of Substantial Completion, it is sufficiently complete, in accordance with the Contract Documents, so that the Work (or specified part) can be utilized for the purposes for which it is intended; or if no such certificate is issued, when the Work is complete and ready for final payment as evidenced by ENGINEER's written recommendation of final payment in accordance with paragraph 14.13. The terms "substantially complete" and "substantially completed" as applied to all or part of the Work refer to Substantial Completion thereof. 1.39. Supplementary Conditions —The part of the Contract Documents which amends or supplements these General Conditions. 1.40. Supplier —A manufacturer, fabricator, supplier, distributor, materialman or vendor having a direct contract with CONTRACTOR or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by CONTRACTOR or any Subcontractor. 1.41. Underground Facilities —All pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels or other such facilities or attachments, and any encasements containing such facilities which have been installed underground to famish any of the following services or materials: electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, sewage and drainage removal, traffic or other control systems or water. 1.42. Unit Price Work —Work to be paid for on the basis of unit prices. 1.43. Work --The entire completed construction or the various separately identifiable parts thereof required to be furnished under the Contract Documents. Work includes and is the result of performing or furnishing labor and furnishing and incorporating materials and equipment into the construction, and performing or. furnishing services and furnishing documents, all as required by the Contract Documents. 1.44. Work Change Directive —A written directive to CONTRACTOR, issued on or after the Effective Date of the Agreement and signed by OWNER and recommended by ENGINEER, ordering an addition, deletion or revision in the. Work, or responding to differing or unforeseen physical conditions under which the Work is to be performed as provided in pamgraph4.2 or 4.3 or to emergencies under paragraph 6.23. A Work Change Directive will not change the Contract Price or the Contract Times, but is evidence that the parties expect that the change directed or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times as provided in paragraph 10.2. 1.45. Written Amencbnent--A written amendment of the Contract Documents, signed by OWNER and CONTRACTOR on or after the Effective Date of the Agreement and normally dealing with the nonengineering or nontechnical rather than strictly construction -related aspects of the Contract Documents. ARTICLE 2—PRELIMINARY MATTERS Delivery of Bonds: 2.1. When CONTRACTOR delivers the executed Agreements to OWNER, CONTRACTOR shall also deliver to OWNER such Bonds as CONTRACTOR may be required to furnish in accordance with paragraph 5.1. Copies of Documents: 2.2. OWNER shall furnish to CONTRACTOR up to ten copies (unless otherwise specified in the Supplementary Conditions) of the Contract Documents as are reasonably necessary for the execution of the Work. Additional copies will be furnished, upon request, at the cost of reproduction. Commencement of Contract Times; Notice to Proceed• 2.3. The Contract Times will commence to run on the thirtieth day after the Effective Date of the Agreement, or, EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) if a Notice to Proceed is given, on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within thirty days after the Effective Date of the Agreement. T. no o,ent .,ill the r ei4faet Tifae. Starting the Work: 2.4. CONTRACTOR shall start. to perform the Work on the date when the Contract Times commence to run, but no Work shall be done at the site prior to the date on which the Contract Times commence to run Before Starting Construction: 2.5. Before undertaking each part of the Work, CONTRACTOR shall carefully. study and compare the Contract Documents and check and verify pertinent figures shown thereon and all applicable field measurements. CONTRACTOR shall promptly report in writing to ENGINEER any conflict, error, ambiguity or discrepancy which CONTRACTOR may discover and shall obtain a written interpretation or clarification from ENGINEER before proceeding with any Work affected thereby; however, CONTRACTOR shall not be liable to OWNER or ENGINEER for failure to report any conflict, error, ambiguity or discrepancy in the Contract Documents, unless CONTRACTOR knew or reasonably should have known thereof. 2.6. Within ten days after the Effective Date of the Agreement (unless otherwise specified in the General Requirements), CONTRACTOR shall submit to ENGINEER for review: 2.6.1. a preliminary progress schedule indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any Milestones specified in the Contract Documents; 2.6.2. a preliminary schedule of Shop Drawing and Sample submittals which will list each required submittal and the times for submitting, reviewing and processing such submittal; 2.6.2.1. In no case will a schedule be acceptable which allows less than 21 calendar days for each review by Engineer. 2.6.3. A preliminary schedule of values for all of the Work which will include quantities and prices of items aggregating the Contract Price and will subdivide the Work into component parts in sufficient detail to serve as the basis for progress payments during construction Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. 2.7. Before any Work at the site is started, CONTRACTOR and OWNER shall eeeh deliver to the other OWNER, with copies to eaeh additional insure identified in the Supplemen", Condit ENGINEER certificates of insurance (and other evidence of insurance feasona", —request requested by OWNER) which CONTRACTOR is required to purchase and maintain in accordance with paragraphs 5. °, `��.7. Preeonstruction Conference: 2.8. Within twenty days after the Contract Times start to run, but before any Work at the site is started, a conference attended by CONTRACTOR, ENGINEER and others as appropriate 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, procedures for. handling Shop Drawings and other submittals processing Applications for Payment and maintaining required records. Initially Acceptable Schedules: 2.9. Unless otherwise provided in the Contract Documents, at least ten days befb_e ,...w...issien of the c_ « n..pli6ation for o,.ymen before any work at the site begins, a conference attended by CONTRACTOR, ENGINEER and others as appropriate designated by OWNER will be held to review for acceptability to ENGINEER as provided below the schedules submitted in accordance with paragraph 2.6. and Division l - General Requirements. CONTRACTOR shall have an additional ten days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to CONTRACTOR until the schedules are submitted to and acceptable to ENGINEER as provided below. The progress schedule will be acceptable to ENGINEER as providing an orderly progression of the Work to completion within any specified Milestones and the Contract Times, but such acceptance will neither impose on ENGINEER responsibility for the sequencing, scheduling or progress of the Work nor interfere with or relieve CONTRACTOR from CONTRACTOR's full responsibility therefor. CONTRACTOR's schedule of Shop Drawing and Sample submissions will be acceptable to ENGINEER as providing a workable arrangement for reviewing and processing the required submittals CONTRACTOR's schedule of values will be acceptable to ENGINEER as to form and substance. ARTICLE 3--CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE Intent: 3.1. The Contract Documents comprise the entire agreement between OWNER and CONTRACTOR concerning the Work. The Contract Documents are complementary; what is called fonby one is as binding as if called for by all. The Contract Documents will be construed in accordance with the law of the place of the Project. 3.2. It is the intent of the Contract Documents to EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) describe a functionally complete Project (or part thereof) to be constructed in accordance with the Contract Documents. Any Work, materials or equipment that may reasonably be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the intended result will be furnished and performed whether or not specifically called for. When words or phrases which have a well-known technical or construction industry or trade meaning are used to describe Work, materials or equipment, such words or phrases shall be interpreted in accordance with that meaning. Clarifications and interpretations of the Contract Documents shall be issued by ENGINEER as provided in paragraph 9.4. 3.3. Reference to &andards and Specifications of Technical Societies; Reporting and Resolving Discrepancies: 3.3.1. Reference to standards, specifications, manuals or codes of any technical society, organization or association, or to the Laws or Regulations of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard, specification, manual, code or Laws or Regulations in effect at the time of opening of Bids (or, on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 3.3.2. If; during the performance of the Work, CONTRACTOR discovers any conflict, error, ambiguity or discrepancy within the Contract Documents or between the Contract Documents and any provision of any such Law or Regulation applicable to the performance of the Work or of any such standard, specification, manual or code or of any instruction of any Supplier referred to in paragraph 6.5, CONTRACTOR shall report it to ENGINEER in writing at once, and, CONTRACTOR shall not proceed with the Work affected thereby (except in an emergency as authorized by paragraph 6.23) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in paragraph 3.5 or 3.6; provided, however, that CONTRACTOR shall not be liable to OWNER or ENGINEER for failure to report any such conflict, error, ambiguity or discrepancy unless CONTRACTOR knew or reasonably should have known thereof. 3.3.3. Except as otherwise specifically stated in the Contract Documents or as may be provided by amendment or supplement thereto issued by one of the methods indicated in paragraph 3.5 or 3.6, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity or discrepancy between the provisions of the Contract Documents and: 3.3.3.1. the provisions of any such standard, specification, manual, code or instruction (whether or not specifically incorporated by reference in the Contract Documents); or 3.3.3.2. the provisions of any such Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation). No provision of any such standard, specification, manual, code or instruction shall be effective to change the duties and responsibilities of OWNER, CONTRACTOR or ENGINEER or any of their subcontractors, consultants, agents or employees from those set forth in the Contract Documents, nor shall it be effective to assign to OWNER, ENGINEER or any of ENGINEER's Consultants, agents or employees any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of paragraph 9.13 or any other provision of the Contract Documents. 3.4. Whenever in the Contract Documents the terms "as ordered", "as directed", "as required", "as allowed", "as approved" or terms of like effect or import are used, or the adjectives "reasonable", "suitable", "acceptable", "proper" or "satisfactory" or adjectives of like effect or import are used to describe a requirement, direction, review or judgment of ENGINEER as to the Work, it is intended that such requirement, direction, review or judgment will be solely to evaluate, in general, the completed Work for compliance with the requirements of and information in the Contract Documents and conformance with the design concept of the completed Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective shall not be effective to assign to ENGINEER any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of paragraph 9.1.3 or any other provision of the Contract Documents. Amending and Supplementing Contract Documents 3.5. The Contract Documents may be amended to provide for additions, deletions and revisions in the Work or to modify the terms and conditions thereof in one or more of the following ways: 3.5.1. a formal Written Amendment, 3.5.2. a Change Order (pursuant to paragraph 10.4), or EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) 3.5.3. a Work Change Directive (pursuant to paragraph 10.1). 3.6. In addition, the requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work may be authorized, in one or more of the following ways: 3.6.1. A Field Order (pursuant to paragraph 9.5), 3.6.2. ENGINEER's approval of a Shop Drawing or Sample (pursuant to paragraphs 6.26 and 6.27), or 3.6.3. ENGINEER's written interpretation or clarification (pursuant to paragraph 9.4): Reuse ojDocuments.- 3.7. CONTRACTOR, and any Subcontractor or Supplier or other person or organization performing or furnishing any of the Work under a direct or indirect contract with OWNER (i) shall not have or acquire any title to or ownership rights in any of the Drawings, Specifications or other documents (or copies of any thereof) prepared by or bearing the seal of ENGINEER or ENGINEER's Consultant, and (ii) shall not reuse any of such Drawings, Specifications, other documents or copies on extensions of the Project or any other project without written consent of OWNER and ENGINEER and specific written verification or adaptation by ENGINEER ARTICLE 4--AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS Availabi&ty of Lands: 4.1. OWNER shall furnish, as indicated in the Contract Documents, the lands upon which the Work is to be performed, rights -of -way and easements- for access thereto, and such other lands which are designated for the use of CONTRACTOR Upon reasonable statement of reeard legal title a- I Ie...,l .re.....;..t:.... of th OWNERS interest t-h-ere-in- ass g notice Of OF 4:1:..g a e..1.. niG'., lie.. agaiRst .Gh 1.....1.. iS aeoefdance with. ppl:eable Laws Rnd Regulations OWNER shall identify any encumbrances or restrictions not of general application but specifically related to use of lands so furnished with which CONTRACTOR will have to comply in performing the Work. Easements for permanent structures or permanent changes in existing facilities will be obtained and paid for by OWNER, unless otherwise provided in the Contract Documents. If CONTRACTOR and OWNER are unable to agree on entitlement to or the amount or extent of any adjustments in the Contract Price or the Contract Times as a result of any delay in OWNER's furnishing these lands, rights -of - way or easements, CONTRACTOR may make a claim therefor as provided in Articles 11 and 12. CONTRACTOR shall provide for all additional lands and access thereto thatmay be required for temporary construction facilities or storage of materials and equipment. 4.2. Subsurface and Physical Conditions., 4.2.1. Reports and Drawings: Reference is made to the Supplementary Conditions for identification of 4.2.1.1. Subsurface Conditions: Those reports of explorations and tests of subsurface conditions at or contiguous to the site that have been utilized by ENGINEER in preparing the Contract Documents; and 4.2.1.2. Physical Conditions. Those drawings of physical conditions in or relating to exisiing surface or subsurface structures at or contiguous to the site (except Underground Facilities) that have been utilized by ENGINEER in preparing the Contract Documents. 4.2.2. Limited Reliance by CONTRACTOR Authorizecg Technical Data: CONTRACTOR may rely upon the general accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Except for such reliance on such "technical data", CONTRACTOR may not rely upon or make any claim against OWNER, ENGINEER or any of ENGINEER's Consultants with respect to: 4.2.2.1. the completeness of such reports and drawings for CONTRACTOR's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by CONTRACTOR and safety precautions and programs incident thereto, or 4.2.2.2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings, or 4.2.2.3. any CONTRACTOR interpretation of or conclusion drawn from any "technical data" or any such data, interpretations, opinions or information. 4.2.3. Notice of Differing Subsurface or Physical Conditions: If CONTRACTOR believes that any subsurface or physical condition at or contiguous to the site that is uncovered or revealed either: 4.2.3.1. is of such a nature as to establish that any "technical data" on which CONTRACTOR is entitled to rely as provided in paragraphs 4.2.1 and 4.2.2 is materially inaccurate, or 4.2.3.2. is of such a nature as to require a change in the Contract Documents, or 4.2.3.3. differs materially from that shown or EJCDC GENERAL CONDITIONS 1910-3 (1990 Edition) wf CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) indicated in the Contract Documents, or 4.2.3.4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character 'provided for in the Contract Documents; then CONTRACTOR shall, promptly immediately after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as permitted by paragraph 6.23), notify OWNER and ENGINEER in writing about such condition. CONTRACTOR shall not further disturb such conditions or perform any Work in connection therewith (except as aforesaid) until receipt of written order to do so. 4.2.4. ENGINEER's Retlew: ENGINEER will promptly review the pertinent conditions, determine the necessity of OWNER's obtaining additional exploration or tests with respect thereto and advise OWNER in writing (with a copy to CONTRACTOR) of ENGINEER's findings and conclusions. 4.2.5. Possible Contract Documents Change: If ENGINEER concludes that a change in the Contract Documents is required as a result of a condition that meets one or more of the categories in paragraph 4.2.3, a Work Change Directive or a Change Order will be issued as provided in Article 10 to reflect and document the consequences of such change. 4.2.6. Possible Price and Times Ac#ustments: An equitable adjustment in the Contract Price or in the Contract Times, or both, will be allowed to the extent that the existence of such uncovered or revealed condition causes an increase or decrease in CONTRACTOR's cost of, or time required for performance of; the Work, subject, however, to the following: 4.2.6.1. such condition must meet any one or more of the categories described in paragraphs 4.2.3.1 through 4.2.3.4, inclusive; 4.2.6.2. a change in the Contract Documents pursuant to paragraph 4.2.5 will not be an automatic authorization of nor a condition precedent to entitlement to any such adjustment; 4.2.6.3. with respect to Work that is paid for on a Unit Price Basis, any adjustment in Contract Price will be subject to the provisions of paragraphs 9.10 and 11.9; and 4.2.6.4. CONTRACTOR shall not be entitled to any adjustment in the Contract Price or Times if, 4.2.6.4.1. CONTRACTOR knew of the existence of such conditions at the time CONTRACTOR made a final commitment to OWNER in respect of Contract Price and Contract Times by the submission of a bid or becoming bound under a negotiated contract; or 4.2.6.4.2. the existence of such condition could reasonably have been discovered or revealed as a result of any examination, investigation, exploration, test or study of the site and contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by or for CONTRACTOR prior to CONTRACTOR's making such final commitment; or 4.2.6.4.3. CONTRACTOR failed to give the written notice within the time and as required by paragraph 4.2.3. If OWNER and CONTRACTOR are unable to agree on entitlement to or as to the amount or length of any such equitable adjustment in the Contract Price or Contract Times, a claim may be made therefor as provided in Articles 1 I and 12. However, OWNER, .ENGINEER and ENGINEER's Consultants shall not be liable to CONTRACTOR for any claims, costs, losses or damages sustained by CONTRACTOR on or in connection with any other project or anticipated project. 4.3. Physical Conditions —Underground Facilities: 4.3.1. Shown orindicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the site is based on information and data furnished to OWNER or ENGINEER by the owners of such Underground Facilities or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 4.3.1.1. OWNER and ENGINEER shall not be responsible for the accuracy or completeness of any such information or data; and 4.3.1.2. The cost of all of the following will be included in the Contract Price and CONTRACTOR shall have full responsibility for: (i) reviewing and checking all such information and data, (ii) locating allUnderground Facilities shown or indicated in the Contract Documents,(iii) coordination of the Work with the owners of such Underground Facilities during construction, and (iv) the safety and protection of all such Underground_ Facilities as provided in paragraph6.20 and repairing any damage thereto resulting from the Work. 4.32. Not Shown or Indicated: If an Underground Facility is uncovered or revealed at or contiguous to the site which was not shown or indicated in the Contract Documents, CONTRACTOR shall; prarrrptly immediately after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as required by paragmph6.23), identify the owner of such Underground Facility and EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) give written notice to that owner and to OWNER and ENGINEER ENGINEER will promptly review the Underground Facility and determine the extent, if any, to which a change is required in the Contract Documents to reflect and document the consequences of the existence of the Underground Facility. If ENGINEER concludes that a change in the Contract Documents is required, a Work Change Directive or a Change Order will be issued as provided in Article 10 to reflect and document such consequences. During such time, CONTRACTOR shall be responsible for the safety and protection of such Underground Facility as provided in paragraph 620. CONTRACTOR shall may be allowed an increase in the Contract Price or an extension of the Contract Times, or both, to the extent that they are attributable to the existence of any Underground Facility that was not shown or indicated in the Contract Documents and that CONTRACTOR did not know of and could not reasonably have been expected to be aware of or to have anticipated If OWNER and CONTRACTOR are unable to agree on entitlement to or the amount or length of any such adjustment in Contract Price or Contract Times, CONTRACTOR may make a claim therefor as provided in Articles 1 I and 12. However, OWNER, ENGINEER and ENGINEER's Consultants shall not be liable to CONTRACTOR for any claims, costs, losses or damages incurred or sustained by CONTRACTOR on or in connection with any other project or anticipated project. Reference Points: 4.4. OWNER shall provide engineering surveys to establish reference points for construction which in ENGINEER's judgment are necessary to enable CONTRACTOR to proceed with the Work. CONTRACTOR shall be responsible for laying out the Work, shall protect and preserve the established reference points and shall make no changes or relocations without the prior written approval of OWNER CONTRACTOR shall report to ENGINEER whenever any reference point is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points by professionally qualified personnel. 4.5. Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material: 4.5.1. OWNER shall be responsible for any Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material uncovered or revealed at the site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work and which may present a substantial danger to persons or property exposed thereto in connection with the Work at the site. OWNER shall not be responsible for any such materials brought to the site by CONTRACTOR, Subcontractors, Suppliers or anyone else for whom CONTRACTOR is responsible: ARTICLE 5--BONDS AND INSURANCE Performance, Payment and Other Bonds: 5.1. CONTRACTOR shall furnish Performance and Payment Bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all CONTRACTOR's obligations under the Contract Documents. These Bonds shall remain in effect at least until one year after the date when final payment becomes due, except as provided otherwise by Laws or Regulations or by the Contract Documents. CONTRACTOR shall also furnish such other Bonds as are required by the Supplementary Conditions. All Bonds shall be in the form prescribed by the Contract.Documents except as provided otherwise by Laws or Regulations and shall be executed by such sureties as are .named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Audit Staff, Bureau of Government Financial Operations, U.S. Treasury Department. All Bonds signed by an agent. must be accompanied by a certified copy of such agent's authority to act. 5.2. If the surety on any Bond furnished by CONTRACTOR is declared a bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of paragraph 5.1, CONTRACTOR shall within ten days thereafter substitute another Bond and surety, both of which must be acceptable to OWNER .5.3. Licensed Sureties and Insurers; Certificates of Insurance: 5.3.1. All Bonds and insurance required by the Contract Documents to be purchased and maintained by OWNER or CONTRACTOR shall be obtained from surety or insurance companies that are duly licensed or authorized in the jurisdiction in which the Project is located to issue Bonds or insurance policies for the limits and coverages so required Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.3.2. CONTRACTOR shall deliver to OWNER, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by OWNER or any other additional insured) which CONTRACTOR is required to purchase and maintain in accordance with paragraph 5.4. 0AINER shal deliver to CONTRACTOR, with eapies to a6e additional insured identified in the Supplementary Conditions, eeftifieates of insurance (and ethe required to purehase and maintain in aos�wdnncei with paragraphs 5.6 and 5.7 hereof. EJCDC GENERAL CONDITIONS 1910-5 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) CON"IRACTOR's Liability Insurance: 5.4. CONTRACTOR shall purchase and maintain such liability and other insurance as is appropriate for the Work being performed and furnished and as will provide protection from claims set forth below which may arise out of or result from CONTRACTOR's performance and furnishing of the Work and CONTRACTOR's other obligations under the Contract Documents, whether it is to be performed or furnished by CONTRACTOR, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform or furnish any of the Work, or by anyone for whose acts any of them may be liable: 5.4.1. claims under workers' compensation, disability benefits and other similar employee benefit acts; 5.4.2. claims for damages because of bodily injury, occupational sickness or disease, or death of CONTRACTOR's employees; 5.4.3. claims for damages because of bodily injury, sickness or disease, or death of any person other than CONTRACTOR'S employees; 5.4.5. claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; and 5.4.6. claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. The policies of insurance so required by this paragraph 5.4 to be purchased and maintained shall: 5.4.7. with respect to insurance required by paragraphs 5.4.3 through 5.4.6 inclusive and 5.4.9, include as additional insureds (subject to any customary exclusion in respect of professional liability), OWNER, ENGINEER, ENGINEER's Consultants and any other persons or entities identified in the Supplementary Conditions, all of whom shall be listed as additional insureds, and include coverage for the respective officers and employees of all such additional insureds; 5.4.8. include the specific coverages and be written for not less than the limits of liability provided in the Supplementary Conditions or required by Laws or Regulations, whichever is greater; 5.4.9. include completed operations insurance; EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 5.4.10. include contractual liability insurance covering CONTRACTOR's indemnity obligations under paragraphs 6.12, 6.16 and 6.31 through 6.33; 5.4.11. contain a provision or endorsement that the coverage afforded will not be cancelled, materially changed or renewal refused until at least thirty days' prior written notice has been given to OWNER and CONTRACTOR and to each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued (and the certificates of insurance furnished by the CONTRACTOR pursuant to paragraph 5.3.2 will so provide); 5.4.12. remain in effect at least until final payment and at all times thereafter when CONTRACTOR may be correcting, removing or replacing defective Work in accordance with paragraph 13.12; and 5.4.13. with respect to completed operations insurance, and any insurance coverage written on a claims -made basis, remain in effect for at least two years after final payment (and CONTRACTOR shall furnish OWNER and each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued evidence satisfactory to OWNER and any such additional insured of continuation of such insurance at final payment and one year thereafter). OWNER's Liability Insurance: 5.5. In addition to insurance required to be provided by CONTRACTOR under paragraph 5.4, OWNER, at OWNER's option, may purchase and maintain at OWNER's expense OWNER's own liability insurance as will protect OWNER against claims which may arise from operations under the Cortract Documents. Property Insurance: open peril or speeial eauses of less policy f4m tha P—nd V.Ied� in transit and shall 43sure agaii-A at lea the following perils: fire, lightning, ,3Aended EAST PROSPECT ROAD- LANDSCAPE IMPROVEMENTS Bid Tabulation Addendum I 3.23 1 Indian Grass - 41 Gallon Container (Sorghestru m nutans) 623 Fla $ - SUBTOTAL $ GROUND MATERIALS 4.1 Type 1 Aggregate (1-5 - 2' Cobble, 3' deep) 17.746 SF 4.2 Type 3 Aggregate (3 - 6" Cobble. 3' deep) 11,119 SF $ - 4.3 Wood Mulch (native ornamental grass areas) - 3' deep (transport to site and install. only) 15,885 SF S 4.4 Weed Barrier Fabric (beneath Typo 1 and Type 3 Aggregates) 211,E65 SF $ SUBTOTAL $ IRRIGATION 51 Back6owAssembly wtEnclosure (1.5') 1 EA $ - 5.2 blaster Volvo Assembly (I.5") 1 EA $ 5.3 Winterization Assembly 1 FA $ 5.4 Isolation Gate Valve (1.5") 3 EA. $ - 5.5 Isolation Gate Valve (2") 10 E.A- $ 5.6 Isolation Gate Valle (3") 3 EA $ 5.7 Otlick Coupling Valve Assembly 27 G.A. 5.8 Air and Vacuum Relief Valve Assembly 6 E.A 5 90 Pedestal Mount Controller Assembly (36 station) 2 EA- $ 5.10 1.5' Class 200 PVC Pipe (mainline) 950 LF $ - 5.11 2" Class 200 PVC Pipe (mainline) 3,790 LF $ - 5,12 3" Gass 200 PVC Pipe (mainline) 2,020 LF S - 5.13 1"Class 160 PVC Pipe (lateral) 19,700 LF 5.14 1.25' Class 160 PVC Pipe (lateral) 1,700 LF $ - 5.15 1.5' Class 160 PVC Pipe (lateral) 300 LF $ ' 5.16 2' Class 160 PVC Pipe (lateral) 1,010 LF $ - 5.17 Sprinkler RCV Assembly t- (inc. Im voltage wire) 11 EA S 5.18 Sprinkler RCV Assembly 1.5' (inc. la+v voltage wire). 30 EA $ 5.19 Rain Bird 1806 Sprinkler A ssambly 620 FA$ - 5.20 Ram Bird 1a04 Spr)nklerAssemblyw/ Bubbler NData 52 EA S - 521 Humor 1-20.61D Sprinkler Assembly 470 EA $ - 522 Drip RCWRlter Assembly (inc. law voltage wire) 14 EA $ 5.23 0.75' Potyettrylene Drip TuUng 5,000 LF S 524 Drip Flush Cap Assemblies 24 EA $ - SUBTOTAL $ TOTAL s otal in W orris 5.11.1. E)kW;ER and CONFRACT-OR intend that a! policies purchased * n accordance with paragraphs 5.6 and 5.7 m411 pr, eot Illrn rCD !`ll 9P A GTOP �ibeBRss�aetBF` E );1;RNGP�RERA will proride primafy Offefage F r ell lesser and damages eaased by the perils oevered thereby. A in the eventof pa e..a ..F „ Ie..� er damage th insurers -will -have -no -rights -of -recovery -against -any -of uau as and agerAs ferm all lesses an of the perils a red 1.., sueh policies andany in additien, waive all saeh fights again Subeentmaers, E TGPMER; _ENWEER-8wnivsfs Consultants and all other persons Ew entities identifie in the Supplementsfy Genditions te be listed making seeh waivef may have to the ffeeeeds e held by QklAtR at-gdstee or e«l.e. vise payable uWef: any pokey so issued. 5.9. OWNER shall not be responsible for purchasing and maintaining any property insurance to protect the interests of CONTRACTOR, Subcontractors or others in the Wed- «e the extent of any deductihie a ..,«.. that e identified in the Supplementafy Ga4iienq The risk Of Went ifiArldod.-Gfih,�' will be bem by G0�9P.ACT-OR sale suffering .,.1. loss and if .:al.:., al.. 1:...:a,, eF ....,h ... ,.L. .« 10 EJCDC GENERAL CONDITIONS 1910-3 (1990 Echtion) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 412000) Receipt and Application oflnsuranceProceeds: 5.12. Any insured loss under the policies of insurance required by paragraphs 5.6 and 5.7 will be adjusted with OWNER and made payable to OWNER as fiduciary for the insureds, as their interests may appear, subject to the requirements of any applicable mortgage clause and of paragraph 5.13. OWNER shall deposit in a separate account any money so received, and shall distribute it in accordance with such agreement as the parties in interest may reach If no other special agreement is reached the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof and the Work and the cost thereof covered by an appropriate Change Order or Written Amendment. 5.13. OWNER as fiduciary shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writing within fifteen days after the occurrence of loss to OWNER's exercise of this power. If such objection be made, OWNER as fiduciary shall make settlement with the insurers in accordance with such agreement as the parties in interest may reach If no such agreement among the parties in interest is reached, OWNER as fiduciary shall adjust and settle the loss with the insurers and :f requfed in writing by any paAy-4n proper performance L;fsueh fbit4ps. .Acceptance of Bonds and Insurance; Option to Replace: 5A4. If either paAy (OWNER of CONTRACTOR) OWNER has any objection to the coverage afforded by or other provisions of the Begs of insurance required to be purchased and maintained by the ethef p" CONTRACTOR in accordance with Article 5 on the basis of nonconformance with the Contract Documents, the rty shall..o not:a. the ethef , , OWNER will notify CONTRACTOR in writing within ten fifteen days after feeeipt delive of the certificates ( edter ev lenee requested) to OWNER as required by paragraph 2.7. OkWr Ro _tia GGFFR ALTO shall ..aeh pr- vide to the piv •:•l�xaoc�-va �'� ,•ts�i.v-odor-Fn Ety reassnabb, fequest. if e-khef::tt,o_ hase of maintain afl of the Bonds a-' r1......ment.. ,6hpaFty shall di , the other ....mot„ in WedE; or ofsueh failufa to maintain prior to my ehange -in the required coverage Without ^udioa t, any other right ady, the other paFty may elect obtain ale.. „ of the the .. .,.1..... .e.t t.... :.:ao c.,�.1, Q.o rW�i .ten.....,...., r.......� ..coverage, and a Change QFEler shall Partial Utilization —Property Insurance: 5A5. If OWNER finds it necessary to occupy or use a portion or portions of the Work prior to Substantial EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 412000) Completion of all the Work, such use or occupancy may be accomplished in accordance with paragraph 14.10; provided that no such use or occupancy shall commence before the insurers providing the property insurance have acknowledged notice thereof and in writing effected any changes in coverage necessitated thereby. The insurers providing the property insurance shall consent by endorsement on the policy or policies, but the property insurance shall not be cancelled or permitted to lapse on account of any such partial use or occupancy. ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES Supervision and Superintendence: 6.1. CONTRACTOR shall supervise, inspect and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. CONTRACTOR shall be solely responsible for the means, methods, techniques, sequences and procedures of construction, but CONTRACTOR shall not be responsible for the negligence of others in the design or specification of a specific means, method, technique, sequence or procedure of construction which is shown or indicated in and expressly required by the Contract Documents. CONTRACTOR shall be responsible to see that the completed Work complies accurately with the Contract Documents. 6.2. CONTRACTOR shall keep on the Work at all times during its progress a competent resident superintendent, who shall not be replaced without written notice to OWNER and ENGINEER except under extraordinary circumstances. The superintendent will be CONTRACTORSs representative at the site and shall have authority to act on behalf of CONTRACTOR All communications to the superintendent shall be as binding as if given to CONTRACTOR Labor, Materials and Equipment: 6.3. CONTRACTOR shall provide competent, suitably qualified personnel to survey, lay out and construct the Work as required by the Contract Documents. CONTRACTOR shall at all times maintain good discipline and order at the site. Except as otherwise required for the safety or protection of persons or the Work or property at the site or adjacent thereto, and except as otherwise indicated in the Contract Documents, all Work at the site shall be performed during regular working hours and CONTRACTOR will not permit overtime work or the performance of Work on Saturday, Sunday or any legal holiday without OWNF,R's written consent given" after prior written notice to ENGINEER. CONTRACTOR shall submit requests to the ENGINEER no less than 48 hours in advance of any Work to be performed on Saturday, Sunday, Holidays or outside the Reeular Working Hours. 6.4. Unless otherwise specified in the General Requirements, CONTRACTOR shall furnish and assume full responsibility for all materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities and all other facilities and incidentals necessary for the furnishing, performance, testing, start-up and completion of the Work. 6.4.1. Purchasing Restrictions: CONTRACTOR must comply with the City's purchasing restrictions. A copv of the resolutions are available for review in the offices of the Purchasing and Risk Mana eg ment Division or the Citv Clerk's office. 6.4.2. Cement Restrictions: Citv 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 bum hazardous waste as a fuel. 6.5. All materials and equipment shall be of good quality and new, except as otherwise provided in the Contract Documents. All warranties and guarantees specifically called for by the Specifications shall expressly run to the benefit of OWNER If required by ENGINEER, CONTRACTOR shall famish satisfactory evidence (including reports of required tests) as to the kind and quality of materials and equipment. All materials and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with instructions of the applicable Supplier, except as otherwise provided in the Contract Documents. Progress Schedule: 6.6. CONTRACTOR shall adhere to the progress schedule established in accordance with paragraph 2.9 as it may be adjusted from time to time as provided below: 6.6.1. CONTRACTOR shall submit to ENGINEER for acceptance (to the extent indicated in paragraph 2.9) proposed adjustments in the progress schedule that will not change the Contract Times (or Milestones). Such adjustments will conform generally to the progress schedule then in effect and additionally will comply with any provisions of the General Requirements applicable thereto. 6.6.2. Proposed adjustments in the progress schedule that will change the Contract Times (or Milestones) shall be submitted in accordance with the requirements of paragraph 12.1. Such adjustments may only be made by a Change Order or Written Amendment in accordance with Article 12. 6.7. Substitutes and "Or-Equal"Items: 6.7.1. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function and quality required. Unless the specification or description 1 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) contains or is followed by words reading that no like, equivalent or "or -equal" item or no substitution is permitted, other items of material or equipment or material or equipment of other Suppliers may be accepted by ENGINEER under the following circumstances: 6.7.1.1. 'Or -Equal": If in ENGINEER's sole discretion an item of material or equipment proposed by CONTRACTOR is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by ENGINEER as an "or -equal" item, in which case review and approval of the proposed item may, in ENGINEER's sole discretion, be accomplished without compliance with some or all of the requirements for acceptance of proposed substitute items. 6.7.1.2. Substitute Items. If in ENGINEER's sole discretion an item of material or equipment proposed by CONTRACTOR does not qualify as an "or -equal" item under subparagraph 6.7.1.1, it will be considered a proposed substitute item. CONTRACTOR shall submit sufficient information as provided below to allow ENGINEER to determine that the item of material or equipment proposed is essentially equivalent to. that named and an acceptable substitute therefor. The procedure for review by the ENGINEER will include the following as supplemented in the General Requirements and as ENGINEER may decide is appropriate under the circumstances. Requests for review of proposed substitute items of material or equipment will not be accepted by ENGINEER from anyone other than CONTRACTOR. If CONTRACTOR wishes to furnish or use a substitute item of material or equipment, CONTRACTOR shall first make written application to ENGINEER for acceptance thereof, certifying that the proposed substitute will perform adequately the functions and achieve the results called for by the general design, be similar in substance to that specified and be suited to the same use as that specified The application will state the extent, if any, to which the evaluation and acceptance of the proposed substitute will prejudice CONTRACTOR's achievement of Substantial Completion on time, whether or not acceptance of the substitute for use in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) to adapt the design to the proposed substitute and whether or not incorporation or use of the substitute in connection with the Work is subject to payment of any license fee or royalty. All variations of the proposed substitute from that specified will be identified in the application and available maintenance, repair and replacement service will be indicated The application will also contain an itemized estimate of all costs or credits that will result directly or indirectly from acceptance of such substitute, including costs of redesign and claims of other contractors affected by the resulting change, all of which will be CONTRACTOR shall perform not less than 20 considered by ENGINEER in evaluating the percent of the Work with its own forces (that is, proposed substitute. ENGINEER may require without subcontracting). The 20 percent requirement CONTRACTOR to furnish additional data about shall be understood to refer to the Work the value of the proposed substitute. which totals not less than 20 percent. of the Contract Price. 6.7.1.3. CONTRACTOR's Expense: All data to be provided by CONTRACTOR in support of any 6.8.2. if the Supplementary Condition Biddint proposed "or -equal" or substitute item will be at Documents require the identity of certain CONTRACTOR's expense. Subcontractors, Suppliers or other persons or organizations (including those who are to furnish the 6.7.2. Substitute Construction Methods or principal items of materials or equipment) to be Procedures: If a specific means, method, technique, submitted to OWNER in a&aftee of the speeified sequence or procedure of construction is shown or data prior to the Effective Date of the Agreement for indicated in and expressly required by the Contract acceptance by OWNER and ENGINEER, —an" Documents. CONTRACTOR may furnish or utilize a GGNTRAGTOR has submitted a list th_ of substitute means, method, technique, sequence or asserdanee with procedure of construction acceptable to ENGINEER. OWNER's or ENGINEER'S acceptance (either in CONTRACTOR shall submit sufficient information to writing or by failing to make written objection thereto allow ENGINEER, in ENGINEER's sole discretion, to by the date indicated for acceptance or objection in determine that the substitute proposed is equivalent to the bidding documents or the Contract Documents) of that expressly called for by the Contract Documents. The procedure for review by ENGINEER will be similar to that provided in subparagraph 6.7.1.2. basis of reasonable objection after du@ investigation, ...1.:..1. SpIgg /''nTTTDnnT nD shall :.,11.».it 6.7.3. Engineer's Evaluation: ENGINEER will be ta��—��blasubstitutete the Comma Pnee wiH b Comma:n allowed a reasonable time within which to evaluate a � ^ to I r `r '��-� '"' ,est eoeashned by each proposal or submittal made pursuant to suGh substitution and An paragraphs 6.7.1.2 and 6.7.2. ENGINEER will be the •^ll be issued _ ..,_:.te Amendment signed will sole judge of acceptability. No "or -equal" or constitute a condition of the Contract requiring the substitute will be ordered, installed or utilized without use of the named subcontractors, suppliers or other ENGINEER's prior written acceptance which will be persons or organization on the Work unless prior evidenced by either a Change Order or an approved written approval is obtained from OWNER and Shop Drawing. OWNER may require ENGINEER No acceptance by OWNER or CONTRACTOR to furnish at CONTRACTOR's ENGINEER of any such Subcontractor, Supplier or expense a special performance guarantee or other other person or organization shall constitute a waiver surety with respect to any "or -equal" or substitute. of any right of OWNER or ENGINEER to reject ENGINEER will record time required by defective Work. ENGINEER and ENGINEER's Consultants in evaluating substitutes proposed or submitted by 6_9. CONTRACTOR pursuant to paragraphs 6.7.1.2 and 6.7.2 and in making changes in the Contract 6.9.1. . CONTRACTOR shall be fully responsible to Documents (or in the provisions of any other direct OWNER and ENGINEER for all acts and omissions contract with OWNER for work on the Project) of the Subcontractors, Suppliers and other persons occasioned thereby. Whether or not ENGINEER and organizations performing or furnishing any of the accepts a substitute item so proposed or submitted by Work under a direct or indirect contract with CONTRACTOR, CONTRACTOR shall reimburse CONTRACTOR just as CONTRACTOR is OWNER for the charges of ENGINEER and responsible for CONTRACTOR's own acts and ENGINEER's Consultants for evaluating each such omissions. Nothing in the Contract Documents shall proposed substitute item. create for the benefit of any such Subcontractor, Supplier or other person or organization any 6_8. Concerning Subcontractors, Suppliers and contractual relationship between OWNER or Others: ENGINEER and any such Subcontractor, Supplier or other person or organization, nor shall it create any 6.8.1. CONTRACTOR shall not employ, any obligation on the part of OWNER or ENGINEER to Subcontractor, Supplier or other person or organization pay or to see to the payment of any moneys due any (including those acceptable to OWNER and such Subcontractor, Supplier or other person or ENGINEER as indicated in paragraph 6.8.2), whether organization except as may otherwise be required by initially or as a substitute, against whom OWNER or Laws and Regulations. OWNER or ENGINEER may ENGINEER may have reasonable objection. furnish to any subcontractor, supplier or other person CONTRACTOR shall not be required to employ any or oreanization evidence of amounts paid to Subcontractor, Supplier or other person or organization CONTRACTOR in accordance with to furnish or perform any of the Work against whom CONTRACTOR'S "Applications for Payment". CONTRACTOR has _ reasonable objection. EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) 13 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) - 6.9.2: CONTRACTOR shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers and other persons and organizations performing or furnishing any of the Work under a direct or indirect contract with CONTRACTOR CONTRACTOR shall require all Subcontractors, Suppliers and such other persons and organizations performing or furnishing any of the Work to communicate with the ENGINEER through CONTRACTOR 6.10. The divisions and sections of the Specifications and the identifications of any Drawings shall not control CONTRACTOR in dividing the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. 6.11. All Work performed for -CONTRACTOR by a Subcontractor or Supplier will be pursuant to an appropriate agreement between CONTRACTOR and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of OWNER and ENGINEER. paFagFeph55 6 of 5.7, tkx� hativean the nnrrrDnrTnn And- the Sulbrenbractor of SupplieF will waives all Fights agaiiiA OtWIEn CONTRACT the 'I�—the L-swers En afW such policies requFe Supplier, CONTRACTOR will obtain the same. Patent Fees and Royakies: 6.12. CONTRACTOR shall pay all license fees and royalties and assume all costs incident. to the use in the performance of the Work or the incorporation in the Work of any invention, design; process, product or device which is the subject of patent rights or copyrights held by others. If a particular invention', design, process, product or device is specified in the Contract Documents for use in the performance of the Work.and if to the actual knowledge of OWNER or ENGINEER its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by OWNER in the Contract Documents. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, ENGINEER's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and against all claims, costs, losses and damages arising out of or resulting from any infringementof patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product or device not specified in the Contract Documents. EJCDC GENERAL CONDITIONS 1910-3 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) Permits: 6.13. Unless otherwise provided in the Supplementary Conditions, CONTRACTOR shall obtain and pay for all construction permits and licenses. OWNER shall assist CONTRACTOR, when necessary, in obtaining such permits and licenses. CONTRACTOR shall pay all governmental charges and inspection fees necessary for the prosecution of the Work, which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement. CONTRACTOR shall pay all charges of utility owners for connections to the Work, and OWNER shall pay all charges of such utility owners for capital costs related thereto such as plant investment fees. 6,14. Laws and Regulations: 6.14.1. CONTRACTOR shall give all notices and comply with all Laws and Regulations applicable to furnishing and performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither OWNER nor ENGINEER shall be responsible for monitoring CONTRACTORS compliance with any Laws or Regulations. 6.14.2. If CONTRACTOR performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, CONTRACTOR shall bear all claims, costs, losses and damages caused by, arising out of or resulting therefrom; however, it shall not be CONTRACTOR's primary responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve CONTRACTOR of CONTRACTOR's obligations under paragraph 3.3.2. Taxes: 6.15. CONTRACTOR shall pay all sales, consumer, use and other similar taxes required to be paid by CONTRACTOR in accordance with the Laws and Regulations of the place of the Project which are applicable during the performance of the Work. 6.15.1. OWNER is exempt from Colorado State and local sales and use taxes on materials to be permanently incorporated into the project Said taxes shall not be included in the Contract Price. CONTRACTOR must apply for, and receive, a Certificate of Exemption from the Colorado Department of Revenue for construction materials to be physically incorporated into the project. This Certification of Exemption provides that the CONTRACTOR shall neither tray nor include in his Bid Sales and Use Taxes on those building and construction materials physically incorporated into the project. Address: Colorado Department of Revenue State Capital Annex 1375 Sherman Street Denver, Colorado, 80261 Sales and Use Taxes for the State of Colorado Regional Transportation District (RTD) and certain Colorado counties are collected by the State of Colorado and are included in the Certification of Exemption. All applicable Sales and Use Taxes (including State collected taxes), on any items other than construction and building materials physically incorporated into the project are to be paid by CONTRACTOR and are to be included in appropriate bid items. Use ojPremises: 6.16. CONTRACTOR shall confine construction equipment, the storage of materials and equipment and the operations of workers to the site and land and areas identified in and permitted by the Contract Documents and other land and areas permitted by Laws and Regulations; rights -of -way, permits and easements, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. CONTRACTOR shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof or of any adjacent land or areas, resulting from the performance of the Work. Should any claim be made by any such owner or occupant because of the performance of the Work, CONTRACTOR shall promptly settle with such other party by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law. CONTRACTOR shall, to the fullest extent permitted by Laws and Regulations, indemnify and hold harmless OWNER, ENGINEER, ENGINEERS Consultant and anyone directly or indirectly employed by any of them from and against all claims, costs, losses and damages arising out of or resulting from any claim or action, legal or equitable, brought by any such owner or occupant against OWNER, ENGINEER or any other party indemnified hereunder to the extent caused by or based upon CONTRACTORS performance of the Work. 6.17. During the progress of the Work, CONTRACTOR shall keep the premises free from accumulations of waste materials, rubbish and other debris resulting from the Work. At the completion of the Work CONTRACTOR shall remove all waste materials, rubbish and debris from and about the premises as well as all tools, appliances, construction equipment and machinery and surplus materials. CONTRACTOR shall leave the site clean and ready for occupancy by OWNER at Substantial Completion of the Work. CONTRACTOR shall restore to original condition all property not designated for alteration by the Contract Documents. 6.18. CONTRACTOR shall not load nor permit any part of any structure to he loaded in any manner that will endanger the structure, nor shall CONTRACTOR subject any part of the Work or adjacent property to stresses or pressures that will endanger it. Record Documents: EJCDC GENERAL CONDITIONS 1910-8 (1990 Edtion) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 6.19. CONTRACTOR shall maintain in a safe place at the site one record copy of all Drawings, Specifications, Addenda, Written Amendments, Change Orders, Work Change Directives, Field Orders and written interpretations and clarifications (issued pursuant to paragraph 9.4) in good order and annotated to show all changes made during construction These record documents together with all approved Samples and a counterpart of all approved Shop Drawings will be available to ENGINEER for reference. Upon completion of the Work, and prior to release of final payment, these record documents, Samples and Shop Drawings will be delivered to ENGINEER for OWNER. SajeV and Protection: 6.20. CONTRACTOR shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. CONTRACTOR shall take all necessary precautions for the safety of; and shall provide the necessary protection to prevent damage, injury or loss to: 6.20.1. all persons on the Work site or who may be affected by the Work; 6.20.2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the site; and 6.20.3. other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities and Underground Facilities not designated for removal, relocation or replacement in the course of construction. CONTRACTOR shall comply with all applicable Laws and Regulations of any public body having jurisdiction for safety of persons or property or to protect them from damage, injury or loss; and shall erect and maintain all necessary safeguards for such safety and protection. CONTRACTOR shall notify owners of adjacent property and of Underground Facilities and utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation and replacement of their property. All damage, injury or loss to any property referred to in paragraphs 6.20.2 or 6.20.3 caused, directly or indirectly, in whole or in part, by CONTRACTOR, any Subcontractor, Supplier or any other person or organization directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, shall be remedied by CONTRACTOR (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions of OWNER or ENGINEER or ENGINEERS Consultant or anyone employed by any of them or anyone for whose acts any of them may be liable, and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of CONTRACTOR or any Subcontractor, Supplier or other person or organization directly or indirectly employed by any of them). CONTRACTORS duties and responsibilities for the safety and protection of the Work shall continue until such time as all the Work is completed and ENGINEER has issued a 15 notice to OWNER and CONTRACTOR in accordance with paragraph 14.13 that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). 6.21. Safety Representative: CONTRACTOR shall designate a qualified and experienced safety representative at the site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs. Hazard Communication Programs: 6.22. CONTRACTOR shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the site in accordance with Laws or Regulations. Emergencies: 6.23. In emergencies affecting the safety or protection of persons or the Work or property at the site or adjacent thereto, CONTRACTOR, without special instruction or authorization from OWNER or ENGINEER, is obligated to act to prevent threatened damage, injury or loss. CONTRACTOR shall give ENGINEER prompt written notice if CONTRACTOR believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If ENGINEER determines' that a change in the Contract Documents is required because of the action taken by CONTRACTOR in response to such an emergency, a Work Change Directive or Change Order will be issued to document the consequences of such action 6.24. Shop Drawings and Samples: 6.24.1. CONTRACTOR shall submit Shop Drawings to ENGINEER for review and approval in accordance with the accepted schedule of Shop Drawings and Sample submittals (see paragraph 2.9). All submittals will be identified as ENGINEER may require and in the number of copies specified in the General Requirements. The data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials and similar datato show ENGINEER the materials and equipment CONTRACTOR proposes to provide and to enable ENGINEER to review the information for the limited purposes required by paragraph 6.26. 6.24.2. CONTRACTOR shall also submit Samples to ENGINEER for review and approval in accordance with said accepted schedule of Shop Drawings and Sample submittals. Each Sample will be identified clearly as to material, Supplier, pertinent data such as catalog numbers and the use for which intended and otherwise as ENGINEER may require to enable ENGINEER to review the submittal for the limited 16 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) wl CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) purposes required by paragraph 6.26. The numbers of each Sample to be submitted will be as specified in the Specifications. 6.25. Submittal Procedures: 6.25.1. Before submitting each Shop Drawing or Sample, CONTRACTOR shall have determined and verified: 6.25.1.1. all field measurements, quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers and similar information with respect thereto, 6.25.1.2. all materials with respect to intended use, fabrication, shipping, handling, storage, assembly and installation pertaining to the performance of the Work, and 6.25.1.3. all information relative to CONTRACTOR's sole responsibilities in respect of means, methods, techniques, sequences and procedures of construction and safety precautions and programs incident thereto. CONTRACTOR shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents. 6.25.2. Each submittal will bear a stamp or specific written indication that CONTRACTOR has satisfied CONTRACTOR's obligations under the Contract Documents with respect to CONTRACTOR's review and approval of that submittal. 6.25.3. At the time of each submission, CONTRACTOR shall give ENGINEER specific written notice of such variations, if any, that the Shop Drawing or Sample submitted may have from. the requirements of the Contract Documents, such notice to be in a written communication separate from the submittal; and, in addition, shall cause a specific notation to be made on each Shop Drawing and Sample submitted to ENGINEER for review and approval of each such variation. 6.26. ENGINEER will review and approve Shop Drawings and Samples in accordance with the schedule of Shop Drawings and Sample submittals accepted by ENGINEER as required by paragraph 2.9. ENGINEER's review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. ENGINEER's review and approval will not extend to means, methods, techniques, sequences or procedures of construction (except where a particular means, method, technique, sequence or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. CONTRACTOR shall make corrections required by ENGINEER, and shall return the required number of corrected copies of Shop Drawings and submit as required new Samples for review and approval. CONTRACTOR shall direct specific attention in writing to revisions other than the corrections called for by ENGINEER on previous submittals. 6.27. ENGINEER's review and approval of Shop Drawings or Samples shall not relieve CONTRACTOR from responsibility for any variation from the requirements of the Contract Documents unless CONTRACTOR has in writing called ENGINEER's attention to each such variation at the time of submission as required by paragraph 6.25.3 and ENGINEER has given written approval of each such variation by a specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample approval; nor will any approval by ENGINEER relieve CONTRACTOR from responsibility for complying with the requirements of paragraph 6.25` 1. 6.28. Where a Shop Drawing or Sample is required by the Contract Documents or the schedule of Shop Drawing and Sample submissions accepted by ENG rNEER as required by paragraph 2.9, any related Work performed prior to ENGINEEWs review and approval of the pertinent submittal will be at the sole expense and responsibility of CONTRACTOR Continuing the Work: 6.29. CONTRACTOR shall carry on the Work and adhere to the progress schedule during all disputes or disagreements with OWNER. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as permitted by paragraph 15.5 or as OWNER and CONTRACTOR may otherwise agree in writing. 6.30. CONTRACTOR's General Warranty and Guarantee: 630.1. CONTRACTOR warrants and guarantees to OWNER, ENGINEER and ENGINEER's Consultants that all Work will be in accordance with the Contract Documents and will not be defective. CONTRACTOR's warranty and guarantee hereunder excludes defects or damage caused by: 6.30.1.1. abuse, modification or improper maintenance or operation by persons other than CONTRACTOR, Subcontractors or Suppliers; or 6.30.1.2. normal wear and tear under normal usage. 6.30.2. CONTRACTOR's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in EICDC GENER.41: CONDITIONS 191" (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) accordance with the Contract Documents or a release of CONTRACTOR's obligation to perform the Work in accordance with the Contract Documents: 6.302.1. observations by ENGINEER; 6.30.2.1 recommendation of any progress or final payment by ENGINEER, 6.30.2.3. the issuance of a certificate of Substantial Completion or any payment by OWNER to CONTRACTOR under the Contract Documents; 6.30.2.4. use or occupancy of the Work or any part thereof by OWNER, 6.302.5. any acceptance by OWNER or any failure to do so, 6.30.2.6. any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of acceptability by ENGINEER pursuant to paragraph 14.13; 6.30.2.7. any inspection, test or approval by others; or 6.302.8. any correction of defective Work by OWNER Indemnification: 6.31. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, ENGINEER's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and against all claims, costs, losses and damages (including, but not limited to, all fees and charges of engineers, architects, attorneys and other professionals and all court or arbitration or other dispute resolution costs) caused by, arising out of or resulting from the performance of the Work, provided that any such claim, cost; loss or damage: (i) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself), including the loss of use resulting therefrom, and (u) is caused in whole or in part by any negligent act or omission of CONTRAC'rOit, any Subcontractor, any Supplier, any person or organization directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, regardless of whether or not caused in part by any negligence or omission of a person or entity indemnified hereunder or whether liability is imposed upon such indemnified party by Laws and Regulations regardless of the negligence of any such person or entity. 6.32. in any and all claims against OWNER or ENGINEER or any of their respective consultants, agents, officers, directors or employees by any employee (or the survivor or personal representative of such employee) of CONTRACTOR, any Subcontractor, any Supplier, any person or organization directly or indirectly employed by 17 any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, the indemnification obligation under- paragraph 6.31 shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for CONTRACTOR or any such Subcontractor, Supplies or other person or organization under workers' compensation acts, disability benefit acts or other employee benefit acts. 6.33. The. indemnification obligations of CONTRACTOR under paragraph 6.31 shall not extend to the liability of ENGINEER and ENGINEER's Consultants, officers, directors, employees or agents caused by the professional negligence, errors or omissions of any of them. Survival of Obligations: 6.34. All representations, indemnifications, warranties and guarantees made in, required by or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion and acceptance of the Work and termination or completion of the Agreement. ARTICLE 7--OTHER WORK Related Work at Site.• 7.1. OWNER may perform other work related to the Project at the site by OWNERS own forces, or let other direct contracts therefor which shall contain General Conditions similar to these, or have other work performed by utility owners. If the fact that such other work is to be performed was not noted in the Contract Documents, then: (i) written notice thereof will be given to CONTRACTOR prior to starting any such other work and (ii) CONTRACTOR may make a claim therefor as provided in Articles 1 I and 12 if CONTRACTOR believes that such performance will involve additional expense to CONTRACTOR or requires additional time and the parties are unable to agree as to the amount or extent thereof. 72. CONTRACTOR shall afford each other contractor who is a party to such a direct contract and each utility owner (and OWNER, if OWNER is performing the additional work with OWNER's employees) proper and safe access to the site and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work and shall properly connect and coordinate the Work with theirs. Unless otherwise provided in the Contract Documents, CONTRACTOR shall do all cutting, fitting and patching of the Work that may be required to make its several parts come together properly and integrate with such other work. CONTRACTOR shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter their work with the written consent of ENGINEER and the others whose work will be affected. The duties and responsibilities of CONTRACTOR under this paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) provisions for the benefit of CONTRACTOR in said direct contracts between OWNER and such utility owners and other contractors. 7.3. If the proper execution or results of any part of CONTRACTOR's Work depends upon work performed by others under this Article 7, CONTRACTOR shall inspect such other work and promptly report to ENGINEER in writing any delays, defects or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of CONTRACTOR's Work. CONTRACTOR's failure so to report will constitute an acceptance of such other work as fit and proper for integration with CONTRACTOR's Work except for latent or nonapparent defects and deficiencies in such other work. Coordination: 7.4. If OWNER contracts with others for the performance of other work on the Project at the site, the following will be set forth in Supplementary Conditions: 7.4.1. the person, firm or corporation who will have authority and responsibility for coordination of the activities among the various prime contractors will be identified; 7.4.2. the specific matters to be covered by such authority and responsibility will be itemized; and 7.4.3. the extent of such authority and responsibilities will be provided. Unless otherwise provided in the Supplementary Conditions, OWNER shall have sole authority and responsibility in respect of such coordination ARTICLE 8--OWNER'S RESPONSIBILITIES 8.1. Except as otherwise provided in these General Conditions, OWNER shall issue all communications to CONTRACTOR through ENGINEER. 82. In case of termination of the employment of ENGINEER, OWNER shall appoint an engineer, agaiHsf whem GONTRAGTOR makes Men, whose status under the Contract Documents shall be that of the former ENGINEER. 8.3. OWNER shall furnish the data required of OWNER under the Contract Documents promptly and shall make payments to CONTRACTOR promptly when they are due as provided in paragraphs 14.4 and 14.13. 8.4. OWNER's duties in respect of providing lands and easements and providing engineering surveys to establish reference points are set forth in paragraphs 4.1 and 4.4. Paragraph 4.2 refers to OWNER's identifying and making available to CONTRACTOR copies of reports of explorations and tests of subsurface conditions at the site and drawings of physical conditions in existing structures at or contiguous to the site that have been utilized by ENGINEER in preparing the Contract Documents. 95 nrtrn ---- . espE)fisibilitiesiaresperAofpwehasing 8.6. OWNER is obligated to execute Change Orders as indicated in paragraph 10.4. 8.7. OWNER's responsibility in respect of certain inspections, tests and approvals is set forth in paragraph 13.4. 8.8. In connection with OWNER's right to stop Work or suspend Work, see paragraphs 13.10 and 15.1. Paragraph 15.2 deals with OWNER's right to terminate services of CONTRACTOR under certain circumstances. 8.9. The OWNER 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. OWNER will not be responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. ARTICLE 9—ENGINEER'S STATUS DURING CONSTRUCTION OWNER's Representative. 9.1. ENGINEER will be OWNER's representative during the construction period. The duties and responsibilities and the limitations of authority of ENGINEER as OWNER's representative during construction are set forth in the Contract Documents and shall not be extended without written consent of OWNER and ENGINEER Vries to Site: 9.2. ENGINEER will make visits to the site at intervals appropriate to the various stages of construction as ENGINEER deems necessary in order to observe as an experienced and qualified design professional the progress EJCDC GENERAL CONDITIONS 1910-8 (1990 Ed tion) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 412000) that has been made and the quality of the various aspects of CONTRACTOR's executed Work. Based on information obtained during such visits and observations, ENGINEER will endeavor for the benefit of OWNER to determine, in general, if the Work is proceeding in accordance with the Contract Documents. ENGINEER will not be required to make exhaustive or continuous on - site inspections to check the quality or quantity of the Work. ENGINEER's efforts will be directed toward providing for OWNER a greater degree of confidence that the completed Work will conform generally to the Contract Documents. On the basis of such visits and on - site observations, ENGINEER will keep. OWNER informed of the progress of the Work and will endeavor to guard OWNER against defective Work. ENGINEERSs visits and on -site observations are subject to all the limitations on ENGINEER's authority and responsibility set forth in paragraph 9.13, and particularly, but without limitation, during or as a result of ENGINEER's on -site visits or observations of CONTRACTOR's Work ENGINEER will not supervise, direct, control or have authority over or 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. Project Representative: 9.3. If OWNER and ENGINEER agree, ENGINEER will furnish a Resident Project Representative to assist ENGINEER in providing more continuous observation of the Work. The responsibilities and authority and limitations thereon of any such Resident Project Representative and assistants will be as provided in paragraphs 9.3 and 9.13 and in the Supptementa Oenditierts of these General Conditions. If OWNER designates another representative or agent to represent OWNER at the site who is not ENGINEER's Consultant, agent or employee, the responsibilities and authority and limitations thereon of such other person will be as provided in the Supplementary Gonditio paragraph 9.3 of these General Conditions. If the ENGINEER furnishes a Resident Project Representative (RPR) or other assistants, or if the OWNER designates a Representative or agent, all as provided in paragraph 9.3 of the General Conditions, these Representatives shall have the authority and limitations as provided in paragraph 9.13 of the General Conditions and shall be subject to the following: 9.3.1. The Representative's dealings in matters pertaining to the on -site work will, in general, be with the ENGINEER and CONTRACTOR But the Representative will keep the OWNER properly advised about such matters. The Representative's dealings with subcontractors will onlv be through or with the full knowledge and approval of the CONTRACTOR. 9.3.2. Duties and Responsibilities. Representative will: 9.3.2.1. Schedules - Review the progress