ADDENDUM NO Q. Can you please tell me if there is any soil stabilization in this project? More specifically, soil nails or micropiles?

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1 Purchasing Division ADDENDUM NO. 1 DATE: April 2, 2019 FOM: City of Grand Junction Purchasing Division TO: All Offerors E: iverside Park Improvements and Bike Path IFB DH Offerors responding to the above referenced solicitation are hereby instructed that the requirements have been clarified, modified, superseded and supplemented as to this date as hereinafter described. Please make note of the following clarifications: 1. Q. Can you please tell me if there is any soil stabilization in this project? More specifically, soil nails or micropiles? A. No. Please see the provided plan set in the solicitation documents. 2. Q. Per the above mentioned project and pay item #33 Post Tension Basketball Court it states to include all appurtenances. Can you provide a list of appurtenances? A. Yes. All appurtenances shall include, but not be limited to, all materials necessary to install the post-tension concrete slab. Stamped plans by a licensed Engineer are required. See attached posttension tennis court slab plans as an example, which includes the tendon/reinforcement layout, slab section details and construction notes and specifications. 8 of class 6 aggregate base course installed under the slab shall be incidental to the slab cost, and will not be paid for separately. The appurtenances shall also include materials for the two (2) basketball hoop posts (to be installed within the extents of the post-tension slab), backboards, rims, and any other materials necessary to construct the basketball hoops. The City is only responsible for striping the court. Please note that the dimensions (45 Wx75 L) for the post-tension basketball court slab meet regulation size for Junior High School basketball courts. 3. Q. Who is responsible for SWMP application and fees, and who is responsible for maintaining the stormwater management plan living document? A. The City will pay the State SWMP application fee. However, the Contractor will be responsible for filling out and paying the Drainage Authority Stormwater application fee. Note that it was stated during the pre-bid meeting that the Contractor would be responsible for paying the application fee for the state application, but the City will now cover this fee. 4. Q. Will the proposed construction at the corner of Fairview and iverside Park Drive require a temporary closure for through traffic?

2 A. Yes. It is anticipated that once the proposed construction begins at the intersection of Fairview Avenue and iverside Park Drive, iverside Park Drive will no longer be able to route through-traffic. Additionally, temporary road closures and provided detours will be needed for the alleyway on the east side of iverside Park, as well as for the improvements at the south end of Park Avenue. The Contractor has the discretion to phase temporary road closures and detours, depending on which areas of the Project they wish to work on first. Once the Project has been awarded the Contractor shall submit a construction phasing schedule and associated traffic control plan to the Project Engineer for review and approval prior to beginning construction. 5. The hours of operation adjacent to residential areas (shall be 8am to 5pm, Monday through Friday. Once the contract has been awarded, the Contractor may submit a revised working hour schedule request to extend working hours for those areas that are adjacent to the intersection of Hale Avenue and iverside Park Drive. The original solicitation for the project noted above is amended as noted. All other conditions of subject remain the same. espectfully, Duane Hoff Jr., Senior Buyer City of Grand Junction, Colorado

3 STEET LIGHTING GENEAL NOTES: 1. THIS POJECT WILL BE BID FO THE INSTALLATION OF THE PEDESTIAN, AND STEET LIGHTING. BASE POJECT: COMPLETE THE MAIN PATH PEDESTIAN LIGHTING ALONG IVESIDE PAK TAIL. 2. THIS POJECT CONSISTS OF WOK TO INSTALL ALL WIING, CONDUIT, PULL BOXES, AND POWE PANEL. EFEENCE SCHEDULE OF LIGHTING DEVICES AND SUMMAY OF QUANTITIES DAWING E2. 3. TYPES "SA & SB" LIGHT STANDAD & LUMINAIES (PEDESTIAN AND STEET LIGHT), SHALL INCLUDE THE FOLLOWING ITEMS FOM VISUAL INTEEST LIGHTING LOCATED AT 3444 BIGHTON BLVD, DENVE, CO 80216, TYPE "SA" PHILLIP GADCO GL LA-6435-NW-UNV-BLP-LF, POVIDE COLLISION BEAK AWAY CONNECTOS. FIXTUE TO BE 15' ABOVE FINISHED GADE TO BOTTOM OF LIGHT. POLE - # AB BK BEAKAWAY COUPLINGS(GADCO, LYTEP) 5. TYPE "SB" PHILLIP GADCO GL LA-9680-NW-UNV-BLP-LF-PC-PA2, POVIDE COLLISION BEAK AWAY CONNECTOS. FIXTUE TO BE 27' ABOVE FINISHED GADE TO BOTTOM OF LIGHT. POLE - #G18 BLP D1-AB-TBK(GADCO BLACK) BAC-.75-SET(GADCO,LYTEP) MOUNTING TO 5" OUND STAIGHT POLE. PP1-X ELECTICAL CICUIT NUMBE (EFE TO PANEL SCHEDULES) HEAVY DUTY, TAFFIC ATED, FLUSH-TO-GADE POLYME CONCETE SPLICE BOX WITH HEAVY DUTY, TAFFIC ATED, BOLTED COVE.11"X18"X12" TYPE 1. UNDE GOUND BUIED ACEWAY (2#6 THWN CU AND 1#8 GND) IN 2" PVC CONDUIT (UNLESS NOTED OTHEWISE ON PLANS) IN 24" DEEP TENCH, BUY AND COMPACTED BACKFILL TO CITY STANDADS. INSTALL SINGLE AM PEDESTIAN STANDAD O STEET STANDAD AS SPECIFIED. 6. POVIDE ONE NEW MILL BANK PANEL (PP1, 240V, 1PH, 3W 100A, #CP3B11213A10CSXC1 LOCATED AS SHOWN IN DAWINGS. 7. ALL PEDESTIAN LIGHTING FIXTUES(TYPE "SA") INSTALLED ON THE POJECT WILL BE CONTOLLED WITH A ELECTICAL CONTACTO SUPPLIED PHOTO CELL TO BE LOCATED IN EACH NEW MILBANK POWE PEDESTALS IN SWITCHED SECTION OF PANEL. OIENT PANEL PHOTOCELL WINDOW SO THAT PHOTOCELL WILL BE OIENTED TO NOTH, TYPICAL. 8. ALL STEET LIGHTING FIXTUES(TYPE "SB") WILL EACH BE ODEED WITH THEI OWN PHOTOCELL INSTALLED IN THE FIXTUE, AND POWEED WITH NEW 240 VOLT 1-PHASE MILBANK POWE PEDESTAL ON UN-SWITCHED SECTION. 9. ELEVATIONS SHOWN IN THE SCHEDULE OF LIGHTING DEVICES ON THE PLANS SHEETS EPESENT THE DESIGN FINISHED GADE O THE EXISTING GOUND FINISHED GADE. THESE ELEVATIONS DO NOT INDICATE THE TOP ELEVATION OF THE LUMINAIES (PEDESTIAN) FOUNDATION. PEDESTIAN LIGHTING FOUNDATIONS SHALL BE CONSTUCTED PE THE MANUFACTUES ECOMMENDATIONS. 10. PULL BOXES FO LIGHT STANDAD (PEDESTIAN AND STEET) WILL BE TYPE 1 CDOT PULL BOXES 11"X18"X12". 11. PULL BOXES WILL BE INSTALLED IN GADES WITHOUT CONCETE WHEE POSSIBLE. 12. ALL ELECTICAL CONDUIT SHALL BE SCHEDULE 80 PVC UNLESS NOTED OTHEWISE, TYPICAL. 13. UNLESS OTHEWISE NOTED, THE WOK DESCIBED ON THE PLANS SHALL INCLUDE POVIDING ALL LABO AND MATEIALS NECESSAY FO A COMPLETE AND OPEATIONAL ELECTICAL SYSTEM. FUNISH ALL EQUIED ITEMS WHETHE SUCH AE SPECIFICALLY SHOWN O NOT. 14. INFOMATION SHOWN ON DAWINGS IS DIAGAMMATIC ONLY AND SHALL NOT BE SCALED. OBTAIN VEIFY EXACT LOCATIONS, MEASUEMENTS, LEVELS, SPACE EQUIEMENTS, POTENTIAL CONFLICTS AMONG TADES AND FO ADJUSTING THE WOK EQUIED BY THE ACTUAL CONDITIONS OF THE POJECT. CONTACTO IS ESPONSIBLE FO LOCATING ALL UNDE GOUND OBSTUCTIONS AND MAKING ALLOWANCES FO FIELD ADJUSTMENT OF LOCATION OF LUMINAIES TO AVOID SHUT DOWN OF ANY SEVICES O SYSTEMS THAT AE TO EMAIN. 15. BEFOE SMITTING THE BID ELECTICAL CONTACTO SHALL VISIT AND EXAMINE THE PEMISES AND/O JOB SITE SO AS TO ASCETAIN THE EXISTING CONDITIONS IN WHICH THE CONTACTO WILL BE OBLIGED TO OPEATE IN PEFOMING HIS PAT OF THE CONTACT TO ANTICIPATE ANY POSSIBLE SPACE ESTICTIONS O CONSTAINTS THAT COULD AFFECT THE TIMELY COMPLETION OF THE ELECTICAL WOK IN ACCODANCE WITH THE INTENT OF THE SPECIFICATIONS AND DAWINGS. THE ELECTICAL CONTACTO SHALL EPOT TO THE THE POJECT ENGINEE O GENEAL CONTACTO ANY CONDITIONS THAT MIGHT PEVENT THE SPECIFIED ELECTICAL WOK FOM BEING PEFOMED IN THE MANNE INTENDED. NO CONSIDEATION O ALLOWANCE WILL BE GANTED TO THE ELECTICAL CONTACTO FO FAILUE TO VISIT THE POJECT SITE, O FO ANY ALLEGED MISUNDESTANDING OF THE MATEIALS TO BE FUNISHED O WOK TO BE DONE THE ELECTICAL CONTACTO SHALL EXAMINE THE DAWINGS OF ALL TADES WHOSE WOK ELATES TO O IS DEPENDENT ON ELECTICAL WOK TO BECOME FULLY INFOMED OF THE EXTENT AND CHAACTE OF THEI SPECIFIED WOK AND BE ABLE TO COODINATE WITH OTHE TADES WHILE AVOIDING POSSIBLE INTEFEENCE WITH THE ELECTICAL WOK. 17. THE CONTACTO SHALL USE CONDUIT PLUGS AND SEALING PLUGS FO SEALING ALL EMPTY CONDUITS AND CONDUITS OCCUPIED WITH CABLING, ESPECTIVELY, INSTALLED UNDE THIS CONTACT. CONDUIT PLUGS SHALL BE MANUFACTUED FOM HIGH-IMPACT PLASTIC COMPONENTS, COMBINED WITH DUABLE ELASTIC GASKETS. THEY SHALL BE COOSION POOF AND APPOPIATE FO USE AS EITHE A LONG-TEM O TEMPOAY SEAL. CONDUIT PLUGS SHALL BE EMOVABLE AND EUSABLE. THEY SHALL BE BOTH WATETIGHT AND AITIGHT TO PEVENT THE FLOW OF WATE AND BUILDUP OF SEDIMENTATION WITHIN THE CONDUIT. EACH CONDUIT PLUG SHALL BE EQUIPPED WITH A OPE TIE DEVICE TO ALLOW THE SECUING OF PULL OPE TO THE PLUG S BACK COMPESSION PLATE. THE CONTACTO SHALL ATTACH THE PULL OPE TO THE BACK COMPESSION PLATE OF THE PLUG AND STOE EXCESS SLACK PULL OPE BEHIND THE PLUG WITHIN THE CONDUIT FO FUTUE USE. ELECTICAL DESIGN, CONSULTING ENGINEES; PH: PO 3211 GAND JCT., CO 81502

4 STEET LIGHTING GENEAL NOTES: 1. EACH LIGHT TO HAVE A PULL BOX "", EFEENCE ELECTICAL SHEETS. ELECTICAL DESIGN, CONSULTING ENGINEES; PH: PO 3211 GAND JCT., CO 81502

5 PA H MATCHLINE E4 MATCHLINE E3 SA-3 SA-1 SA-2 SA-5 SA-4 LIGHTING/ELECTICAL PLAN SCALE: 1"=30' NOTH FLAG NOTES: GENEAL NOTES: OUTE CONDUIT AOUND SWALE AND CASING PIPE. 1. POWE CICUIT AS SHOWN ON DAWING, TYPICAL. 2. LIGHT TO BE OIENTED TO BE PEPENDICULA TO OADWAY AND SHINE ON OADWAY, TYPICAL. 3. POVIDE 2-#6 THWN + #8GND IN 2" PVC SCHEDULE 80 CONDUIT BETWEEN PULL BOXES UNLESS SHOWN OTHEWISE, TYPICAL. ELECTICAL DESIGN, CONSULTING ENGINEES; PH: PO 3211 GAND JCT., CO 81502

6 PA EXISTING POLE MOUNTED XFM 240/120V 1-PHASE BY XCEL ENEGY MATCHLINE E5 MATCHLINE E4 SA-9 SB-1 PP1 PP1-5,7 SA-8 SA-6 MATCHLINE E4 MATCHLINE E3 SA-5 SA-7 LIGHTING/ELECTICAL PLAN SCALE: 1"=30' NOTH GENEAL NOTES: FLAG NOTES: 1. POWE CICUIT AS SHOWN ON DAWING, TYPICAL. 2. LIGHT TO BE OIENTED TO BE PEPENDICULA TO OADWAY AND SHINE ON OADWAY, TYPICAL. 3. POVIDE 2-#6 THWN + #8GND IN 2" PVC SCHEDULE 80 CONDUIT BETWEEN PULL BOXES UNLESS SHOWN OTHEWISE, TYPICAL. COODINATE CONNECTIONS TO EXISTING POLE MOUNTED TANSFOME, METE AND PEDESTAL PANEL WITH XCEL ENEGY PIO TO OUGH-IN. ETUN EXISTING BIKE PATH TO AS NEW CONDITION AFTE TENCHING. ELECTICAL DESIGN, CONSULTING ENGINEES; PH: PO 3211 GAND JCT., CO 81502

7 MATCHLINE E6 MATCHLINE E5 MATCHLINE E5 MATCHLINE E4 SA-9 SA-10 SA-12 SA-11 SA-13 LIGHTING/ELECTICAL PLAN SCALE: 1"=30' NOTH GENEAL NOTES: 1. POWE CICUIT AS SHOWN ON DAWING, TYPICAL. 2. LIGHT TO BE OIENTED TO BE PEPENDICULA TO OADWAY AND SHINE ON OADWAY, TYPICAL. 3. POVIDE 2-#6 THWN + #8GND IN 2" PVC SCHEDULE 80 CONDUIT BETWEEN PULL BOXES UNLESS SHOWN OTHEWISE, TYPICAL. ELECTICAL DESIGN, CONSULTING ENGINEES; PH: PO 3211 GAND JCT., CO 81502

8 MATCHLINE E6 MATCHLINE E5 SA-14 SA-17 SA-16 SA-15 LIGHTING/ELECTICAL PLAN SCALE: 1"=30' NOTH GENEAL NOTES: 1. POWE CICUIT AS SHOWN ON DAWING, TYPICAL. 2. LIGHT TO BE OIENTED TO BE PEPENDICULA TO OADWAY AND SHINE ON OADWAY, TYPICAL. 3. POVIDE 2-#6 THWN + #8GND IN 2" PVC SCHEDULE 80 CONDUIT BETWEEN PULL BOXES UNLESS SHOWN OTHEWISE, TYPICAL. ELECTICAL DESIGN, CONSULTING ENGINEES; PH: PO 3211 GAND JCT., CO 81502

9 GENEAL NOTES: 1. IN AS MUCH AS DESIGN EQUIES THAT CETAIN ASSUMPTIONS BE MADE EGADING EXISTING CONDITIONS, AND BECAUSE SOME OF THESE ASSUMPTIONS CANNOT BE VEIFIED. FIELD COODINATION DUING CONSTUCTION SEVICES IS IMPEATIVE. CONTACTOS BIDDING THIS WOK MUST MAKE EASONABLE ALLOWANCES FO UNFOESEEN CONTINGENCIES. 2. THE SEVING ELECTICAL ASSOCIATION SHALL ADVISE THE OWNE/ENGINEE PIO TO SEVICE MODIFICATION EQUIING COST TO THE OWNE. 3. EFEENCE CIVIL, LANDSCAPE AND IIGATION DAWING PLANS FO COODINATION AND LOCATION OF ALL UNDE GOUND SYSTEMS. 4. ALL WOK SHALL BE COODINATED WITH OTHE TADES AS EQUIED: EFEENCE CIVIL LANDSCAPE AND IIGATION DAWINGS. 5. ALL WIING IS SHOWN DIAGAMMATICALLY ON DAWINGS, FIELD VEIFY ALL CONDITIONS PIO TO OUGH-IN. 6. ALL ELECTICAL WOK SHALL COMPLY WITH THE LATEST EDITION OF NATIONAL ELECTICAL CODE AND ALL APPLICABLE LOCAL CODES. 7. ALL WIE TO BE #6 UNLESS NOTED OTHEWISE. 8. CONDUCTO COUNT IS SHOWN FO EFEENCE ONLY. CONTACTO SHALL ENSUE THAT ANY AND ALL DEVICES AND EQUIPMENT AE CICUITED POPELY. CONTACTO SHALL ENSUE THAT NO EQUIPMENT O DEVICES AE COMBINED OTHE THAN WHAT IS DEPICTED. 9. FIELD VEIFY ALL DIMENSIONS, DO NOT SCALE DAWINGS. 10. COODINATE INSTALLATION OF METE AND ELECTICAL EQUIEMENTS WITH XCEL ENEGY. 11. PEDESTAL MUST MEET ALL XCEL ENEGY EQUIEMENTS I.E. COLD SEQUENCE PADLOCK SLIP LATCH ON METE COVE, HOLD OPEN BA ON METE HOOD. ELECTICAL DESIGN, CONSULTING ENGINEES; PH: PO 3211 GAND JCT., CO 81502

10 PO 3211 GAND JCT., CO ENGINEES; PH: ELECTICAL DESIGN, CONSULTING

11 24" COMMECIAL PEDESTAL TYPICAL 1-PHASE POWE PEDESTAL/LIGHTING CONTOL CENTE PLAN NOT TO SCALE ELECTICAL DESIGN, CONSULTING ENGINEES; PH: PO 3211 GAND JCT., CO 81502

12 PO 3211 GAND JCT., CO ENGINEES; PH: ELECTICAL DESIGN, CONSULTING

13 PO 3211 GAND JCT., CO ENGINEES; PH: ELECTICAL DESIGN, CONSULTING

14 PO 3211 GAND JCT., CO ENGINEES; PH: ELECTICAL DESIGN, CONSULTING

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18 54" 39" 72" 9' 6" 10' 5 9/16" 48" 12" PODUCT SPECIFICATION P76 MEGA-DUTY STEEL FAN GOOSENECK PLAYGOUND SYSTEM 603 L Street, Lincoln, NE Phone: (800) Fax: (800) info@bisoninc.com EVISED 7/1/17