Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
R-2026-030 Approving Change Order No 4 to Agreement with Julius Kaaz Construction Company for Vivion Road Trail Segment 1
RESOLUTION NO. R-2026-030 A RESOLUTION APPROVING CHANGE ORDER NO. 4 TO THE AGREEMENT WITH JULIUS KAAZ CONSTRUCTION COMPANY, INC. FOR VIVION ROAD TRAIL SEGMENT 1 RESULTING IN A REVISED CONTRACT AMOUNT OF $1,376,724.18 FOR SUCH PURPOSES WHEREAS, the City of Riverside ("City") issued an Invitation to Bid for the Vivion Rd Trail Segment 1 (Project No. TAP 3454[401]) ("Project") which was awarded to Julius Kaaz Construction Company, Inc. ("Julius Kaaz") pursuant to Resolution R-2025- 003; and WHEREAS, the Board of Aldermen finds that it is in the best interest of the City to approve Change Order 4 to the agreement with Julius Kaaz, resulting in a total revised contract amount not to exceed $1,376,724.18. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF ALDERMEN OF THE CITY OF RIVERSIDE, MISSOURI, AS FOLLOWS: THAT Change Order 4 to the Agreement between the City and Julius Kaaz, a copy of which is attached hereto and incorporated herein, is approved and the Mayor is authorized to execute the same on behalf of the City. The resulting revised total contract amount shall not exceed $1,376,724 .18. FURTHER THAT the Mayor, City Administrator and all other required city officials are authorized to take such other actions and/or execute and deliver for and on behalf of the City all certificates, instruments, agreements and other documents as may be deemed necessary or convenient to carry out and comply with the intent of this Resolution. PASSED AND ADOPTED by the Board of Aldermen of the City of Riverside, Missouri, the 3rd day of March 2026. /s/ Kathleen L. Rose Kathleen L. Rose, Mayor ATTEST: /s/ Melissa McChesney Melissa McChesney, City Clerk February 26, 2026 MoDOT ATTN: Elliot Ligtenberg 600 NE Colbern Rd Lee’s Summit, Missouri 64086 RE: Change Order 4 - Vivion Rd Trail Segment 1, TAP 3454(401) Dear Elliot: Attached please find the requested change order #4 for this project. This change order addresses overruns and underruns to complete the project as well as some drainage concerns that were found on the site walk- through. Included are the following items: Line 8: - More pavement marking quantity than needed was included by the design engineer. This reduces the quantity to the pavement marking installed. Line 9: This is the actual measured quantity of concrete trail installed. Line 10: This is the actual measured quantity of concrete driveway installed to ensure trail driveway crossings meet ADA. Line 12 & 13: Installation of sod was removed from the project in favor of using seed only. This accounts for the sod quantity being removed and that same area being added to the seed quantity. Line 18: It was determined that form liner would not be an effective treatment for the small wall so this deducts the remaining formliner from the project. Line 19: This is the actual measured quantity of the Type S curb. Curb not needed has been deducted. Line 20: This is the actual measured quantity of the Type CG-1 curb. Curb needed has been added. Line 21: Five of the anticipated utility adjustments were not needed and are being deducted. Line 32: Crosswalk striping is being added to account for the plans and bid form not clearly stating how crosswalk striping was to be measured. The crosswalk quantity on the bid form only accounted for the two horizontal lines without providing quantity for the piano bars. Since the plans show piano bars and did not state that they were subsidiary to the crosswalk measurement, this adjustment includes quantity for the piano bars. Line 33: This sign was not utilized for this project. Line 35: One of these signs was not used. Line 36: Some of the temporary fencing was not needed. Line 39: This is the actual asphalt quantity installed based on material tickets. Line 47: This extends the existing traffic control for to account for additional time needed that was not accounted for in CO2 (7 weeks). Additionally the time not covered from CO3 to the start date of the road repairs and the transition to new traffic control is included (5.5 weeks from 01/19-01/24). Lines 51-53 and Line 56 are all related to the damage to the north shoulder due to traffic running on the shoulder for the period of time that the south shoulder was closed. Line 51 - Demolition and removal of existing pavement and other items to prepare for concrete patch. Demoltion includes saw cut joints per MoDOT specification. Line 52 - Installation of MoDOT Type 5 road base. Line 53 - Installation of concrete pavement road patch, including dowel bars to match MoDOT specifications. Concrete mix to match MoDOT specifications and mix design was submitted and approved. Line 54 - Grinding of pavement to ensure smooth vehicle travel. Line 55 - Replacement of all disturbed pavement markings in the area. Line 56 - Joint sealant to meet MoDOT specifications. Line 57: This is the Contractor's request for remobilization to rework drainage concerns that were found on the site walk-through. Line 58: This removes the riprap shown on the drawings temporarily to add drainage pipe and the cast in place inlet. The rip rap will be replaced where it is needed. Line 59: This is to remove the previously existing end section on the west side of the driveway and the end section on the newly placed pipe by the retaining wall. This will allow the new pipe to fully connect the two existing pipes, creating positive for the area and AASHTO compliant slopes off the trail edge. Line 60: This new inlet will be installed on the east side of the driveway to assist with creating AASHTO compliant slopes off the side of the trail. Line 61: Installing this pipe between the driveway and the pipe by the retaining wall will allow for positive drainage, easier maintenance as compared to the existing conditions, and AASHTO compliant slopes. Line 62: This is the finish grading of the areas on the east and west side of the driveway where the drainage is going to be installed. Line 63: Hydroseeding for the area where the drainage is going to be installed. Line 64: The slope just east of the large retaining wall does not meet AASHTO standards. This will extend the fence to create a barrier between the trail and the slope that is steeper than 6:1. Time extension: The Contractor is requesting a time extension of 36 calendar days. The City affirms that this is a reasonable extension to account for the drainage improvements needed. From 2/19/26 (previous extension was through 2/18/26) through 3/26/26 time extension to allow for CO3 road repair work to start and additional drainage work. This is an extension of 36 days. Sincerely, /s/ Noel Bennion Noel Bennion Capital Projects & Parks Manager CHANGE ORDER No. 4 CONTRACTOR : Julius Kaaz Construction Company, Inc. PROJECT NAME : Vivion Rd Trail Segment 1 LPA: City of Riverside PROJECT NO.: TAP 34 54(401) The Contractor is hereby directed to make the following changes from the contract: 1. DESCRIPTION AND REASON FOR CHANGE: Line B - More pavement marking quantity than needed was included by the design engineer. This reduces the quantity to the pavement marking installed. Line 9 - This is the actual measured quantity of concrete trail installed. Line 10 - This is the actual measured quantity of concrete driveway installed to ensure trail driveway crossings meet ADA. Line 12 & 13 - Installation of sod was removed from the project in favor of using seed only. This accounts for the sod quantity being removed and that same area being added to lhe seed quantity. Line 18 - It was determined that form liner would not be an effective treatment for the small wall so this deducts the remaining formliner from the project. Line 19 - This is the actual measured quantity of the Type S curb. Curb not needed has been deducted. Line20 - This is the actual measured quanlity of the Type CG -1 curb. Curb needed has been added. Line 21 - Five of the anticipated utility adjustments were not needed and are being deducted. Line 32 - Crosswalk striping is being added lo account for the plans and bid form not clearly stating how crosswalk striping was to be measured. Tha crosswalk quantity on the bid form only accounted for the two horizontal lines without providing quantity for the piano bars. Since the plans show piano bars and did not state that they were subsidiary to the crosswalk measurement. this adjustment includes quantity for the piano bars. Line 33 - This sign was not utilized for this project. Line 35 - One of these signs was not used. Line 36 - Some of the temporary fencing was not needed. Line 39 - This is actual asphalt quantity instead based on material tickets. Line 47 - This extends the existing traffic control for to account for additional time needed that was not accounted for in CO2 (7 weeks). Additionally, the time not covered from C03 to the start date of the road repairs and the transition to new traffic control is included (5.5 weeks from 01/19-01/24). Lines 51 -53 and Line 56 are all related to the damage to the north shoulder due to traffic running on the shoulder for the period of time that the south shoulder was closed. Line 51 - Demolition and removal of existing pavement and other items lo prepare for concrete patch. Demolition includes saw cut joints per MoDOT specification. Line 52 - lnslallation of MoDOT Type 5 road base. Line 53 - installation of concrete pavement road patch, including dowel bars to match MoDOT specificalions. Concrete mix to match MoDOT specifications and mix design was submitted and approved Line 54 - Grinding of pavement to ensure smooth vehicle travel. Line 55 - Replacement of all disturbed pavementmarkings in the area. Line 56 - Joint sealant to meet MoDOT specifications. Line 57 - This is the Contractor's request for remobilization to rework drainage concerns that were found on the site walk-through. Line 58 - This This removes the riprap shown on the drawings temporarily to add drainage pipe and cast in place inlet. The riprap will be replaced where it is needed. Line 59 - This is to remove previously existing end section on the west side of the driveway and the end section on the newly placed pipe by the retaining wall. This will allow Ihe new pipe to connect the two existing pipes, creating positive drainage for the area and AASO compliant slopes off the trail edge. Line 60 - This new inlet will be installed on the east side of the driveway to assist with creating AASHTO compliant slopes off the side of the trail. Line 61 - lnslalling this pipe between the driveway and the pipe by the retaining wall will allow for positive drainage, easier maintenance as compared to the existing conditions, and AASHTO compliant slopes. Line 62 - This is the finish grading of the areas on the east and west side of the driveway where the drainage is going to be installed. Line 63 - Hydroseeding for the area where the drainage is going to be installed. Line 64 - The slope just east of the large retaining wall does not meet AASHTO standards. This will extend the fence to create a barrier between the trail and the slope that is steeper than 6:1. 2. COST OF WORK AFFECTED BY THIS CHANGE ORDER. EST. LINE NO. | CONTRACT ITEM NO. | ITEM DESCRIPTION | UNITS PREVIOUSLY PROVIDED FOR | UNITS OVERRUN, UNDERRUN, CONTINGENT | UNIT | CONTRACT OR AGREED UNIT PRICE | AMOUNT OF OVERRUN OR PLUS CONTINGENT | AMOUNT OF UNDERRUN OR MINUS CONTINGENT 8 8 PAVEMENT MARKINGS 256.00 51.80 204.20 LS $6.00 - $1,225.20 9 9 CONCRETE TRAIL (KCMMB-4K) & 4" BASE ROCK(MODOT TYPE 1) 3326.00 3377.70 51.70 LS $85.00 $4,394.50 - 10 10 6" CONCRETE PAVEMENT(KCMMB-4K) & 6" BASE ROCK (MODOT TYPE 1) 352.00 446.30 94.30 $110.00 $10,373.00 - 12 12 SEEdING ANd STRAW MAT 0.79 0.98 0.19 LS $11,000.00 $2,090.00 - 13 13 SOD (1' ADJACENT TO TRAIL) 903.001 0.00 903.00 SY $16.00 - $14,448.00 18 18 FORMLINER (916 FACE FEET, INCLUDES STAIN/COLOR & GRAFFITI PROTECTION) 47.00 0.00 47.00 SF $25.00 - $1,175.00 19 19 6" CURB (MODOT TYPE S) 331,00 219.40 111.60 SF $60.00 - $6,696.00 20 20 6" CURB (CG -1) 278.00 368.70 90.70 LF $65.00 $5,895.50 - 21 21 UTILITY ADJUSTMENTS 20.00 15.00 5.00 LF $1,350.00 - $6,750.00 32 32 CROSS WALK STRIPING 270.00 705.40 435.40 LF $5.00 $2,177.00 - 33 33 TEMP SIGN TRAIL CLOSED 200' AHEAD 1.00 0.00 1.00 EA $500.00 - $500.00 35 35 TEMP SIGN SIDEWALK CLOSED 4.00 3.00 1.00 1 EA $300.00 - $300.00 36 36 TEMP ORANGE VINYL CONSTRUCTION FENCING 72.00 64.00 8.00 EA $10.00 - $80.00 39 39 ASPHALT MILL & OVERLAY (SP 125C W/PG 70-22) 62.00 52.40 9.60 EA $500.00 - $4.800.00. 47 47 TRAFFIC CONTROL EXTENSION 12.00 24.50 12.50 EA $450.00 $5,625.00 - 51 51 REMOVALS 383.00 465 .00 82.00 EA $33.00 $2,706.00 - 52 52 6" MODOT TYPE 5 BASE 363.00 465.00 82.00, EA $29.00 $2,378.00 - 53 53 10" CONCRETE PAVEMENT 383.00 465.00 82.00 EA $147.00 $12,054.00 - 56 56 HOT POUR JOINT SEALANT 720.00 833.00 113.00 EA $5.35 $604.55 - 57 57 MOBILIZATION (DRAINAGE ) 0.00 1.00 1.00 EA $4,600.00 $4,600.00 - 58 58 REMOVE AND REUSE RIPRAP 0.00 233.00 233.00 EA $9.87 $2,299.71 - 59 59 REMOVE ENO SECTIONS 0.00 1.00 1.00 1 EA $1,500.00 $1 ,500.00 - 60 60 CAST IN Pl.ACE INLET f4x4x5 l 0.00 2 .60 2.60 1 EA I $3,846.15 $9.999.99 - 61 61 lNSTALL STORM SEWER PIPE 0.00 135.00 135.00 EA $99.26 $13,400.10 - 62 62 FINISH GRADE SLOPES 0.00 233.00 233.00 EA $5.15 $1,199.95 - 63 63 HYDROSEEDING 0.00 1.00 1.00 EA $1,800.00 $1,800.00 - 64 64 MONTAGE FENCE (EAST OF RETAINING WALL) 0.00 24.00 24.00 EA $66.67 $1,600.08 - TOTAL$: $84,697.38 $36,974.20 3. SETTLEMENT FOR COST OF THE ABOVE CHANGE TO BE MADE AT CONTRACT UNIT PRICES, EXCEPT AS NOTED: N/A 4 COMMENTS: From 2/19126 (previous extension was through 2118/26) through 3126/26 time extension to allow for CO3 road repair work to start and additional drainage work. This is an extension of 36 days. 5 COST ADJUSTMENTS TO THE CONTRACT: 1, CONTRACT AMOUNT - $1,259,259.00 2. OVERRUN THIS ORDER $84,697.38 - 3. OVERRUN PREVIOUS $213,217.00 - 4. UNOERRUN THIS ORDER $35,974.20 - 5. UNOERRUN PREVIOUS $144,475.00 - 6. PROJECT TOTAL - $1,376,724.18 THE TERMS OF SETTLEMENT OUTLINED ABOVE ARE HEREBY AGREED TO: /s/ Kathleen L. Rose 3/3/26 APPROVED: (OWNER) DATE /s/ Andrew Berg 2/27/2026 APPROVED: (CONTRACTOR) DATE /s/ Brandi Baldwin Digitally signed by Jason Blomberg Date: 2026.03.09 12:18:41 -05'00' APPROVED: (MODOT) DATE /s/ Matt Eblen 02/26/2026 APPROVED: (CONSTRUCTION ENGINEER) DATE 02/26/2026 Cc: File Change Order Request TAP-3454(401) 1/13/2026 All, During the punch list meeting on 12/17/2025, we expressed concern about the ditches from station 30+62 to 33+12 being out of ADA compliance. After further discussion on-site, it was determined that it was not possible to slope the ditch at 3:1 with the existing conditions, without covering up the existing storm sewer under drive 3. The City of Riverside has requested a proposal with 3 options to remove the rip rap from the ditches, grading to ensure proper drainage and ADA compliance, add storm sewer pipe, as well as a 4’x4’ cast in place storm sewer structure. ITEM DESCRIPTION QTY UNIT UNIT PRICE TOTAL PRICE N/A OPTION 1 1 LS $32,000.00 $32,000.00 N/A OPTION 2 1 LS $34,300.00 $34,300.00 N/A OPTION 3 1 LS $36,400.00 $36,400.00 Please advise which option you would like to proceed with. If you have any other questions regarding this pricing or scope of work, please contact Andrew Berg at 913-682-3550 or e- mail aberg@jkaaz.com. The undersigned hereby certifies, under the penalty of law for perjury or falsification, that I am authorized to submit this contract adjustment request on behalf of the Contractor and to bind the Contractor, that the contract adjustment request is made in good faith and, to the best of the Contractor’s knowledge and belief, is a true and complete statement of the estimated costs and time sought for the Contract Change and is authorized by the Contract. I further certify that no additional claims will be submitted related to this contract adjustment request, and the Contractor will maintain documentation that supports the contract adjustment request. Sincerely, /s/ Jody Kaaz Jody Kaaz President Additional Contract Working Days: 10 Cc: File BREAKDOWNS OPTION 1 OPTION 2 OPTION 3 The parties agree that the execution of this Change Order is made solely for the purpose of facilitating the timely completion of the Project and shall not constitute, nor be construed as, an admission of liability, fault, responsibility, or waiver of any claims, defenses, or rights by either party. Each party expressly reserves all rights, remedies, and positions available to it under the contract, at law, or in equity, including but not limited to the right to assert claims for additional compensation, delays, defects, errors, omissions, or impacts, as well as the right to dispute any such claims. Nothing in this Change Order shall be interpreted as a release or limitation of any party’s rights, nor as an agreement to assign responsibility for any past, present, or future conditions, costs, or damages. VIVION ROAD NICH A S S O C . , L L C 19-8. 0 - 3 4 - 3 0 0 - 0 1 0 - 0 0 1 . 0 0 0 R R R NICH ASSOCIATES, LLC SIX ZERO, INC S X CIT Y L I M I T S KA N S A S C I T Y CIT Y L I M I T S RIV E R S I D E STR 28+00 29+00 30+00 31+00 32+00 33+00 34+00 POINT OF INTERSECTION STA: 28+56.30 N:1097891.12 E:2760086.31 POINT OF CURVATURE STA: 30+04.28 N:1097948.63 E:2760222.64 POINT OF INTERSECTION STA: 30+80.05 N:1097967.89 E:2760295.15 POINT OF INTERSECTION STA: 31+26.85 N:1097983.08 E:2760339.42 POINT OF INTERSECTION STA: 32+32.61 N:1098021.52 E:2760437.94 POINT OF INTERSECTION STA: 32+92.45 N:1098041.38 E:2760494.39 POINT OF INTERSECTION STA: 33+91.13 N:1098082.87 E:2760583.92 POINT OF INTERSECTION STA: 29+44.95 N:1097925.06 E:2760168.21 POINT OF INTERSECTION STA: 29+70.31 N:1097935.58 E:2760191.28 POINT OF INTERSECTION STA: 28+26.70 N:1097871.83 E:2760063.85 BEGIN RETAINING WALL STA: 28+55.05 N:1097887.42 E:2760087.84 RETAINING WALL POINT OF INTERSECTION STA: 29+44.55 N:1097921.39 E:2760169.80 RETAINING WALL POINT OF INTERSECTION STA: 29+69.91 N:1097931.92 E:2760192.87 RETAINING WALL POINT OF INTERSECTION STA: 30+17.29 N:1097950.09 E:2760236.56 END RETAINING WALL STA: 30+42.10 N:1097948.24 E:2760260.53 INSTALL 18" FLARED END SECTION STA: 30+44.64 N:1097935.69 E:2760267.05 FL=763.50 INSTALL 18" FLARED END SECTION STA: 30+90.38 N:1097980.82 E:2760301.64 FL=766.36 ADJUST VALVE TOP TO MATCH TRAIL STA: 31+18.89 N:1097980.98 E:2760331.72 ADJUST COMMUNICATION MANHOLE TO MATCH TRAIL STA: 31+69.68 N:1098001.06 E:2760378.37 S S EX. R-O-W LINE INSTALL 221 S.F. RE-USED ROCK DITCH LINER INSTALL 18" RCP CULVERT PIPE ADJUST ELEVATION OF EXISTING JUNCTION BOX TO MATCH TRAIL ELEVATION (CONTRACTOR TO COORDINATE WITH UTILITY) ADJUST ELEVATION OF EXISTING JUNCTION BOX TO MATCH TRAIL ELEVATION (CONTRACTOR TO COORDINATE WITH UTILITY) GRADING LIMITS GRADING LIMITS EX. R-O-W LINE INSTALL RETAINING WALL SEE SHEET 24 INSTALL RETAINING WALL ADJUST EXISTING LANDSCAPING AND PROTECT MONUMENT SIGN GUARDRAIL TO REMAIN. CONTRACTOR TO PROTECT. GUARDRAIL TO REMAIN. CONTRACTOR TO PROTECT. CULVERT PIPE AND ROCK DITCH LINING TO REMAIN CULVERT PIPE AND ROCK DITCH LINING TO REMAIN EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC E C E C E C EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC E C E C EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC INSTALL EROSION CONTROL LINE H INSTALL EROSION CONTROL LINE J INSTALL EROSION CONTROL LINE K INSTALL EROSION CONTROL LINE M INSTALL EROSION CONTROL LINE N INSTALL EROSION CONTROL LINE O CONTRACTOR TO REMOVE EXISTING TREE INSTALL EROSION CONTROL LINE I REMOVE ROCK DITCH LINING IN AREA OF TRAIL AND STORE FOR RE-USE. MASTER TRANSMITTER TO BE PROTECTED SEE NOTE 1 PRESSURE TRANSDUCER TRANSMITTER BOX TO BE RELOCATED NEXT TO PRESSURE TRANSDUCER PASS THRU ENCLOSURE SEE NOTE 1 PRESSURE TRANSDUCER PASS THRU ENCLOSURE TO BE REPLACED. CONDUIT ALONG WINGWALL TO BE PROTECTED SEE NOTE 1 INSTALL EROSION CONTROL LINE L EX. SAN. SEWER MH. NO 7 END OF EX. GUARDRAIL STA: 31+27.54 N:1097998.22 E:2760334.24 EX. R-O-W LINE EX. R-O-W LINE EX. R-O-W LINE EX. R-O-W LINE POINT OF TANGENCY STA: 30+51.29 N:1097956.95 E:2760268.55 POINT OF CURVATURE STA: 30+32.48 N:1097953.50 E:2760250.19 POINT OF TANGENCY STA: 30+30.71 N:1097953.53 E:2760248.42 R3 2 ' R2 3 ' R27 ' R 2 6 . 5 ' DRIVE 2 DRIVE 3 REPLACE 72 SY OF CONCRETE PAVEMENT REMOVE AND REPLACE 12 LF OF CURB (TYPE CG-1) REMOVE AND REPLACE 11 LF OF CURB (TYPE CG-1) 76876 8 76 9 76 9 77 0 770 77 1 77 1 772 77 2 773 77 3 77 4 77 4 77 5 77 5 77 6 77 6 77 7 77 7 77 8 77 8 77 9 779779 77 9 78 0 78 0 78 1 78 178 2783 78 4 78 5 REMOVE "ADOPT-A-HIGHWAY" SIGN AND RETURN TO CITY OF RIVERSIDE STA: 33+22.28 N:1098068.30 E:2760514.80 29+00 30+00 31+00 32+00 33+00 34+00 EXISTING GROUND PROPOSED GRADE 6.75% 4.55% -7.04% -7.10% -7.10% -8.32% 1.03%1.29% 2.60%1.46%3.59%2.54% 7.20% -3.73% -3.99% K: 3.00 PV C E L E V 7 6 8 . 6 1 PV C S T A 3 0 + 7 5 . 5 4 PV T E L E V 7 6 7 . 5 9 PV T S T A 3 1 + 0 3 . 5 9 28.06 PV I : 3 0 + 8 9 . 5 7 PV I : 7 6 7 . 4 5 LP : 3 1 + 0 0 . 5 0 LP : 7 6 7 . 5 7 ST A : 3 2 + 3 2 . 4 7 BE G I N D R I V E EN D D R I V E ST A : 3 2 + 6 6 . 8 2 6.35'5.16' 78 1 . 6 2 - 2 8 + 6 1 . 1 5 BR E A K 77 9 . 0 9 - 2 8 + 9 6 . 8 8 BR E A K 77 5 . 9 7 - 2 9 + 4 0 . 7 6 BR E A K 773.72 - 30+01.15 BREAK 77 2 . 7 2 - 3 0 + 2 6 . 1 5 BR E A K 76 8 . 7 6 - 3 2 + 1 7 . 3 2 BR E A K 76 8 . 9 0 - 3 2 + 2 7 . 4 7 BR E A K 769.32 - 32+33.30 BREAK 770.17 - 32+66.33 BREAK 77 0 . 2 8 - 3 2 + 7 3 . 7 7 BR E A K 77 0 . 5 0 - 3 2 + 7 9 . 7 7 BR E A K 77 0 . 5 5 - 3 2 + 8 1 . 9 2 BR E A K 77 2 . 8 9 - 3 3 + 1 6 . 5 2 BR E A K 77 8 . 5 1 - 3 4 + 4 0 . 0 2 BR E A K TRAIL CL FG : 7 8 4 . 1 7 FG : 7 8 2 . 4 1 FG : 7 8 0 . 6 4 FG : 7 7 8 . 8 7 FG : 7 7 7 . 0 9 FG : 7 7 5 . 6 3 FG : 7 7 4 . 7 0 FG : 7 7 3 . 7 6 FG : 7 7 2 . 7 7 FG : 7 7 0 . 7 4 FG : 7 6 8 . 6 6 FG : 7 6 7 . 5 8 FG : 7 6 7 . 8 1 FG : 7 6 8 . 0 7 FG : 7 6 8 . 3 3 FG : 7 6 8 . 5 9 FG : 7 6 8 . 8 6 FG : 7 6 9 . 7 5 FG : 7 7 0 . 3 3 FG : 7 7 1 . 7 7 FG : 7 7 3 . 2 8 FG : 7 7 4 . 4 1 FG : 7 7 5 . 5 5 FG : 7 7 6 . 6 9 FG : 7 7 7 . 8 3 EG : 7 8 2 . 8 EG : 7 8 1 . 4 EG : 7 7 8 . 9 EG : 7 7 5 . 5 EG : 7 7 3 . 9 EG : 7 7 1 . 4 EG : 7 7 1 . 5 EG : 7 7 1 . 0 EG : 7 6 8 . 6 EG : 7 6 6 . 1 EG : 7 6 6 . 5 EG : 7 6 6 . 5 EG : 7 6 6 . 5 EG : 7 6 7 . 1 EG : 7 6 7 . 9 EG : 7 6 8 . 3 EG : 7 6 8 . 9 EG : 7 6 9 . 8 EG : 7 7 0 . 7 EG : 7 7 2 . 5 EG : 7 7 3 . 4 EG : 7 7 4 . 4 EG : 7 7 5 . 4 EG : 7 7 6 . 2 EG : 7 7 7 . 6 750 760 770 780 790 800 FG : 750 760 770 780 790 800 EG : 7 6 3 . 5 P:\201353-100\04-DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\201353-100 PNP.DWGLA Y O U T : 2 4 X 3 6 ( 4 ) BY : E M C Q U E E N PL O T D A T E : 2 / 1 8 / 2 0 2 5 1 1 : 0 5 A M PROJECT INFO ENGINEER DRAWN BYCHECKED BY DRAWING NO. NOTICE:McClure Engineering Co. is not responsible or liable for any issues, claims,damages, or losses (collectively, “Losses”) which arise from failure to followthese Plans, Specifications, and the engineering intent they convey, or forLosses which arise from failure to obtain and/or follow the engineers’ orsurveyors' guidance with respect to any alleged errors, omissions, inconsistencies,ambiguities, or conflicts contained within the Plans and Specifications. Ankeny | Carroll | Clive | Fort Dodge North Liberty | Sioux City Macon, MO | Columbia, MO North Kansas City, MO Lenexa, KS REVISIONS --- --- --- --- --- ---201353-100 MVE ELMMVE MISSOURI CERTIFICATE OF AUTHORITY NO. E-2006023253 EXPIRES: DECEMBER 31, 2024 1700 Swift Ave., Suite 100 North Kansas City, Missouri 64116 P 816-756-0444 F 816-756-1763 CITY OF RIVERSIDE, MO - VIVION RD TRAIL SEGMENT 1 [TAP-3454(401)]RIVERSIDE, PLATTE COUNTY, & KCMO, CLAY COUNTY 0 2020 10 0 VERT. SCALE 55 2.5 HORIZ. SCALE MA T C H L I N E SE E S H E E T 6 MA T C H L I N E SE E S H E E T 8 PLAN AND PROFILE 8 OF 41 * * * NOTE 1 * * * THE CONTRACTOR SHALL CONTACT SHAWN CROSS AT KC WATER (SHAWN.CROSS@KCMO.ORG) REGARDING THE UPDATES REQUIRED TO PROTECT THE PRESSURE TRANSDUCER PASS THRU ENCLOSURE & CONDUIT ATTACHED TO THE WING WALLS AND TO RELOCATE THE PRESSURE TRANSDUCER TRANSMITTER NEXT TO THE PRESSURE TRANSDUCER PASS THRU ENCLOSURE. MA T C H L I N E SE E S H E E T 8 MA T C H L I N E SE E S H E E T 6 LEGEND EXISTING 1' CONTOUR EXISTING 5' CONTOUR PROPOSED 1' CONTOUR PROPOSED 5' CONTOUR 925 924 930 929 SILT FENCE AND GRADING LIMITS THE SILT FENCE INSTALLATION LINE AND THE GRADING LIMITS LINE ARE EFFECTIVELY THE SAME POINT IN SPACE, HOWEVER THEY ARE SHOWN ON THESE PLANS SEPARATELY FOR CLARITY. IRRIGATION NOTE THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING IRRIGATION LINES DURING CONSTRUCTION. IRRIGATION NOTE THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING IRRIGATION LINES DURING CONSTRUCTION. RETAINING WALL NOTE THE CONTRACTOR IS RESPONSIBLE FOR ANY GUARDRAIL / PAVEMENT REPLACEMENT AND TRAFFIC CONTROL BARRIER IF EXCAVATION FOR THE WALL IMPACTS IMPACTS THE GUARDRAIL OR PAVEMENT. STA. = 28+75.00 750 760 770 780 790 800 750 760 770 780 790 800 0 5 10 15 20 25 300-5-10-15-20-25-30 AT&T CONDUIT AT&T CONDUIT AT&T CONDUIT AT&T CONDUIT AT&T CONDUIT AT&T CONDUIT AT&T CONDUIT SANITARY SEWER LINE STA. = 29+75.00 740 750 760 770 780 790 740 750 760 770 780 790 0 5 10 15 20 25 300-5-10-15-20-25-30 STORM LINE STA. = 28+25.00 770 780 790 800 770 780 790 800 0 5 10 15 20 25 300-5-10-15-20-25-30 STA. = 29+25.00 740 750 760 770 780 790 740 750 760 770 780 790 0 5 10 15 20 25 300-5-10-15-20-25-30 STA. = 30+25.00 740 750 760 770 780 790 740 750 760 770 780 790 0 5 10 15 20 25 300-5-10-15-20-25-30 STA. = 30+00.00 740 750 760 770 780 790 740 750 760 770 780 790 0 5 10 15 20 25 300-5-10-15-20-25-30 STA. = 29+00.00 750 760 770 780 790 800 750 760 770 780 790 800 0 5 10 15 20 25 300-5-10-15-20-25-30 STA. = 30+75.00 740 750 760 770 780 790 740 750 760 770 780 790 0 5 10 15 20 25 300-5-10-15-20-25-30 STA. = 28+50.00 760 770 780 790 800 760 770 780 790 800 0 5 10 15 20 25 300-5-10-15-20-25-30 STA. = 29+50.00 740 750 760 770 780 790 740 750 760 770 780 790 0 5 10 15 20 25 300-5-10-15-20-25-30 STA. = 30+50.00 740 750 760 770 780 790 740 750 760 770 780 790 0 5 10 15 20 25 300-5-10-15-20-25-30 STA. = 31+00.00 750 760 770 780 750 760 770 780 0 5 10 15 20 25 300-5-10-15-20-25-30 EX = 7 8 2 . 8 PR = 7 8 4 . 1 6 EX = 7 8 1 . 4 PR = 7 8 2 . 4 9 EX = 7 7 8 . 9 PR = 7 8 0 . 6 4 EX = 7 7 5 . 5 PR = 7 7 8 . 8 7 EX = 7 7 3 . 9 PR = 7 7 7 . 0 9 EX = 7 7 1 . 4 PR = 7 7 5 . 6 3 EX = 7 7 1 . 5 PR = 7 7 4 . 7 0 EX = 7 7 1 . 0 PR = 7 7 3 . 7 6 EX = 7 6 8 . 6 PR = 7 7 2 . 7 6 EX = 7 6 6 . 1 PR = 7 7 0 . 7 9 EX = 7 6 6 . 5 PR = 7 6 8 . 6 4 EX = 7 6 6 . 5 PR = 7 6 7 . 6 0 6:1 6:1 3:1 13:1 8:1 SANITARY SEWER LINE STORM LINE 6:1 3:1 3:1 3:1 P:\201353-100\04-DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\201353-100 XSEC.DWGLA Y O U T : X - S E C ( 7 ) BY : E M C Q U E E N PL O T D A T E : 8 / 2 7 / 2 0 2 4 1 0 : 0 8 A M PROJECT INFO ENGINEER DRAWN BYCHECKED BY DRAWING NO. NOTICE:McClure Engineering Co. is not responsible or liable for any issues, claims,damages, or losses (collectively, “Losses”) which arise from failure to followthese Plans, Specifications, and the engineering intent they convey, or forLosses which arise from failure to obtain and/or follow the engineers’ orsurveyors' guidance with respect to any alleged errors, omissions, inconsistencies,ambiguities, or conflicts contained within the Plans and Specifications. Ankeny | Carroll | Clive | Fort Dodge North Liberty | Sioux City Macon, MO | Columbia, MO North Kansas City, MO Lenexa, KS REVISIONS --- --- --- --- --- ---201353-100 MVE ELMMVE MISSOURI CERTIFICATE OF AUTHORITY NO. E-2006023253 EXPIRES: DECEMBER 31, 2024 1700 Swift Ave., Suite 100 North Kansas City, Missouri 64116 P 816-756-0444 F 816-756-1763 CITY OF RIVERSIDE, MO - VIVION RD TRAIL SEGMENT 1 [TAP-3454(401)]RIVERSIDE, PLATTE COUNTY, & KCMO, CLAY COUNTY CROSS SECTIONS 17 OF 41 0 2020 10 0 1010 5 VERT. SCALE HORIZ. SCALE LEGEND EX R/W = EXISTING RIGHT-OF-WAY EX BOC = EXISTING BACK OF CURB EX EA = EXISTING EDGE OF ASPHALT = EXISTING GRADE = PROPOSED GRADE 08/27/2024 STA. = 33+25.00 760 770 780 790 760 770 780 790 0 5 10 15 20 25 300-5-10-15-20-25-30 DRIVE 3 STA. = 31+25.00 750 760 770 780 750 760 770 780 0 5 10 15 20 25 300-5-10-15-20-25-30 STA. = 31+75.00 750 760 770 780 750 760 770 780 0 5 10 15 20 25 300-5-10-15-20-25-30 STA. = 32+25.00 750 760 770 780 790 750 760 770 780 790 0 5 10 15 20 25 300-5-10-15-20-25-30 STA. = 32+75.00 750 760 770 780 790 750 760 770 780 790 0 5 10 15 20 25 300-5-10-15-20-25-30 STA. = 33+00.00 750 760 770 780 790 750 760 770 780 790 0 5 10 15 20 25 300-5-10-15-20-25-30 STA. = 33+75.00 760 770 780 790 760 770 780 790 0 5 10 15 20 25 300-5-10-15-20-25-30 STA. = 31+50.00 750 760 770 780 750 760 770 780 0 5 10 15 20 25 300-5-10-15-20-25-30 STA. = 32+00.00 750 760 770 780 750 760 770 780 0 5 10 15 20 25 300-5-10-15-20-25-30 STA. = 32+50.00 750 760 770 780 790 750 760 770 780 790 0 5 10 15 20 25 300-5-10-15-20-25-30 STA. = 33+50.00 760 770 780 790 760 770 780 790 0 5 10 15 20 25 300-5-10-15-20-25-30 STA. = 34+00.00 760 770 780 790 760 770 780 790 0 5 10 15 20 25 300-5-10-15-20-25-30 EX = 7 6 6 . 5 PR = 7 6 7 . 8 5 EX = 7 6 7 . 1 PR = 7 6 8 . 0 9 EX = 7 6 7 . 9 PR = 7 6 8 . 3 4 EX = 7 6 8 . 3 PR = 7 6 8 . 5 9 EX = 7 6 8 . 9 PR = 7 6 8 . 8 6 EX = 7 6 9 . 8 PR = 7 6 9 . 7 4 EX = 7 7 0 . 7 PR = 7 7 0 . 3 3 EX = 7 7 2 . 5 PR = 7 7 1 . 7 6 EX = 7 7 3 . 4 PR = 7 7 3 . 2 7 EX = 7 7 4 . 4 PR = 7 7 4 . 4 1 EX = 7 7 5 . 4 PR = 7 7 5 . 5 4 EX = 7 7 6 . 2 PR = 7 7 6 . 6 8 3:13:1 3:1 3:1 3:1 3:1 3:1 3:1 3:1 6.00% 3:1 3:1 3:1 3:1 6:1 3:1 3:1 3:1 3:1 3:1 3:1 P:\201353-100\04-DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\201353-100 XSEC.DWGLA Y O U T : X - S E C ( 8 ) BY : E M C Q U E E N PL O T D A T E : 8 / 2 7 / 2 0 2 4 1 0 : 0 8 A M PROJECT INFO ENGINEER DRAWN BYCHECKED BY DRAWING NO. NOTICE:McClure Engineering Co. is not responsible or liable for any issues, claims,damages, or losses (collectively, “Losses”) which arise from failure to followthese Plans, Specifications, and the engineering intent they convey, or forLosses which arise from failure to obtain and/or follow the engineers’ orsurveyors' guidance with respect to any alleged errors, omissions, inconsistencies,ambiguities, or conflicts contained within the Plans and Specifications. Ankeny | Carroll | Clive | Fort Dodge North Liberty | Sioux City Macon, MO | Columbia, MO North Kansas City, MO Lenexa, KS REVISIONS --- --- --- --- --- ---201353-100 MVE ELMMVE MISSOURI CERTIFICATE OF AUTHORITY NO. E-2006023253 EXPIRES: DECEMBER 31, 2024 1700 Swift Ave., Suite 100 North Kansas City, Missouri 64116 P 816-756-0444 F 816-756-1763 CITY OF RIVERSIDE, MO - VIVION RD TRAIL SEGMENT 1 [TAP-3454(401)]RIVERSIDE, PLATTE COUNTY, & KCMO, CLAY COUNTY CROSS SECTIONS 18 OF 41 0 2020 10 0 1010 5 VERT. SCALE HORIZ. SCALE LEGEND EX R/W = EXISTING RIGHT-OF-WAY EX BOC = EXISTING BACK OF CURB EX EA = EXISTING EDGE OF ASPHALT = EXISTING GRADE = PROPOSED GRADE 08/27/2024 ADS, Inc. Drainage Handbook Specifications 1-5 © ADS, Inc., December 2023 N-12® ST IB PIPE (PER AASHTO) SPECIFICATION Scope This specification describes 4- through 30-inch (100 to 750 mm) N-12 ST IB pipe (per AASHTO) for use in gravity-flow land drainage applications. Pipe Requirements N-12 ST IB pipe (per AASHTO) shall have a smooth interior and annular exterior corrugations. • 4- through 10-inch (100 to 250 mm) pipe shall meet AASHTO M252, Type S or SP. • 12- through 30-inch (300 to 750 mm) pipe shall meet AASHTO M294, Type S or SP, or ASTM F2306. • Manning’s “n” value for use in design shall be 0.012. Joint Performance Pipe shall be joined using a bell & spigot joint meeting the requirements of AASHTO M252, AASHTO M294, or ASTM F2306. The joint shall be soil-tight and gaskets for diameters 12- through 30-inch (300- 750 mm), shall meet the requirements of ASTM F477. For diameters 4- through 10-inch, the joint shall be soil-tight using an engaging dimple connection. Gaskets shall be installed by the pipe manufacturer and covered with a removable, protective wrap to ensure the gasket is free from debris. A joint lubricant available from the manufacturer shall be used on the gasket and bell during assembly. Fittings Fittings shall conform to AASHTO M252, AASHTO M294, or ASTM F2306. Bell and spigot connections shall utilize a welded bell and valley or saddle gasket meeting the soil-tight joint performance requirements of AASHTO M252, AASHTO M294, or ASTM F2306. Material Properties Material for pipe and fitting production shall be high density polyethylene conforming with the minimum requirements of cell classification 424420C for 4- through 10-inch (100 to 250 mm) diameters, and 435400C for 12- through 30-inch (300 to 750 mm) diameters, as defined and described in the latest version of ASTM D3350, except that carbon black content should not exceed 4%. The 12- through 30- inch (300 to 750 mm) pipe material shall comply with the notched constant ligament-stress (NCLS) test as specified in Sections 9.5 and 5.1 of AASHTO M294 and ASTM F2306, respectively. Installation Installation shall be in accordance with ASTM D2321 and ADS recommended installation guidelines, with the exception that minimum cover in trafficked areas for 4- through 30-inch (100 to 750 mm) diameters shall be one foot (0.3 m) in single run applications. Backfill for minimum cover situations shall consist of Class 1 (compacted), Class 2 (minimum 90% SPD) or Class 3 (minimum 9 5% SPD) material. Maximum fill heights depend on embedment material and compaction level; please refer to Technical Note 2.01. Contact your local ADS representative or visit our website at www.adspipe.com for a copy of the latest installation guidelines. Build America, Buy America (BABA) N-12 ST IB pipe (per AASHTO), manufactured in accordance with AASHTO M252, AASHTO M294 or ASTM F2306, complies with the requirements in the Build America, Buy America (BABA) Act. Pipe Dimensions Pipe I.D. in (mm) 4 (100) 6 (150) 8 (200) 10 (250) 12 (300) 15 (375) 18 (450) 24 (600) 30 (750) Pipe O.D.* in (mm) 4.8 (122) 6.9 (175) 9.1 (231) 11.4 (290) 14.5 (368) 18 (457) 22 (559) 28 (711) 36 (914) *Pipe O.D. values are provided for reference purposes only, values stated for 12 through 30-inch are ±1 inch. Contact a sales representative for exact values **All diameters available with or without perforations. Julius Kaaz Construction Co., Inc. 716 Cherokee St. Leavenworth, KS 66048 PH#: 913-682-3550 www.jkaaz.com PROJECT: Fremont St Improvements TRANSMITTAL #:1 TO:Lexeco DATE: CONTRACT #:TAP-3454(401) PH:816-756-0444 ATTN: McClure Engineering FROM:Andrew Berg ITEM BEING SENT ITEM SUBMITTED FOR ACTION TAKEN Contract For Approval Approved as Submitted Request for Info.For Your Use Approved as Noted Proposal Request As Requested Revise and Resubmit Shop Drawings For Review and Comment As-Builts For Bid Plans & Spec.'s Change Order Schedule Samples Submittals Item COPY DATE DESCRIPTION Approved Approved As Noted Rejected 9,10,19,20,24 1/24/2025 Ready Mix Design - Geiger Ready Mix REMARKS: January 24, 2025 01/23/2025 Per your request, please review the attached mix design submittal for the aforementioned project. The mix(es) have been proportioned in accordance with ACI 211 -91 and the compressive strength evaluations meet ACI 318-19 requirements. The proposed mix proportions will perform as stated when test specimens are manufactured and tested in accordance with current ASTM standards and evaluated per ACI standards and practices. The mix(es) submitted for approval are as follows: Mix Code Mix Description 41080 - RIVERSIDE VIVION RD TRAIL SEGMENT 1 3680 - J. Kaaz Construction Co., Inc.Customer: Project Name: Project Description: Dear W / CM Slump AirTolerance Tolerance Submittal #810 FLOWABLE FLOWABLE Andrew Berg KC4KBEK60Q KCMMB 4K (5-7" SLUMP) SLAG TR TRAIL 6 1 6.50 1.50 0.42 Usage - KC4KBEK40Q KCMMB 4K (3-5" SLUMP) SLAG TR TRAIL 4 1 6.50 1.50 0.42 Usage - KCMO610X KCMO WA610-3/4-4.40 HD TRI BLEND DRIVEWAY/CITY CURB 4 1 7.00 1.50 0.40 Usage - MO2BCBCURB CLASS B C A/E 50/50 CURB MODOT HAND FINISH CURB 2 1 6.00 1.50 0.42 Usage - A4OC536V447 WA536-3/4-4.47 (456+80C) CO2 FOOTING/RETAINING WALL 4 1 6.00 1.50 0.47 Usage - KCMOFLOA KCMO TYPE A FLOWFILL (150) KCMO FILL 3.00 1.00 2.67 Usage - SLURRYBC1470 SLURRY (600+870C) PIPE ABANDON 10.00 2.00 0.68 Usage - In order to insure accuracy, concrete should be ordered by the designated mix code . The weights listed for each design are in pounds per cubic yard of fresh concrete. Aggregates are in saturated surface dry (SSD) condition and are adjusted for free moisture content at time of production. Page1 SMQuadrel iService1992 - 2025 Quadrel, Inc. COPIES OF CONCRETE TEST REPORTS ASTM C94/94M-19a, Section 6.8 states thhe Purchaser shall ensure that the Manufacturer is provided copies of all test reports of tests performed on concrete samples taken to determine compliance with specifications requirements. Reports shall be provided on a timely basis. Geiger Ready Mix formally requests this information be forwarded to us in the most convient and timely manner possible. We appreciate your assistance in including us on email distribution and/or mail distribution at the addresses below. This informatioin enables us to monitor the performance of hte concrete on your project as well as providing valuable data for the peformance of hte concrete for submittal on future projects. Testing for acceptance of all loads shall be at the point of discharge of our truck. Chad English General Manager Quality Control 4318 Speaker Rd Kansas City, KS 66106 (913) 915-0014 chadenglish@geigerreadymix.com Brenda Lowe General Manager Inside Sales 4318 Speaker Rd Kansas City, KS 66106 (913) 281-0666 brendalowe@geigerreadymix.com OPTIONAL PRODUCTS Fibers can be added to any concrete mix. The use of fiber is highly recommended when the evaporation rate is high (low humidity and high winds) to alleviate the potential for plastic shrinkage cracking due to moisture loss. Please contact us for more information on the various Fiber products available and ask how you can receive our EVAPORATION CALCULATOR emailed daily as a customer service to keep you informed of hte evaporation rate every day. Recover, a hydration stabilizer that will delay the initial set of concrete, can be added to any concrete mix and is recommended during Hot Weather (ambient temperatures above 85F) to increae sthe working time of the concrete. Daraset 400, a Non-Chloride accelerator that will increase the initial set of concrete, can be added to any concrete mix and is recommended during Cold Weather (ambient temperatures below 40F) or in applications where early compressive strength is desired. Thank you for the opportunity and please feel free to contact me with any questions or concerns at 913-915-0014. Sincerely, Chad English General Manager Quality Control Page3 SMQuadrel iService1992 - 2025 Quadrel, Inc. Usage/Placement Customer: FOOTING/RETAINING WALL Office Phone 3680 - J. Kaaz Construction Co., Inc.Design Tolerance Air Content Unit Weight W/C Ratio 0.47 142.9Project Contact Project Name:41080 - RIVERSIDE VIVION RD TRAIL SEGMENT 1 Contact Andrew Berg Andrew Berg 913-764-4446 Design Strength 4000 Slump Date: Mix Code: Submittal # Description: 01/23/2025 A4OC536V447 810 WA536-3/4-4.47 (456+80C) CO2 6.0 4 1.50 1 psi lb/ft3 Material Type Description Source ASTM Specific Gravity Volume (ft3) Design Quantity Cement BUZ_IL 2.33C595 3.13lbBUZZI UNICEM USA - Cape Girardeau 456 Fly Ash C_FLYASH 0.49C618 2.64lbFLYASH-CLASS C 80 Coarse Aggregate CC_3/4 10.68C33 2.68lbMMM 1,788 Fine Aggregate SAND_KS 7.91C33 2.61lbHSG 1,290 Water WATER 4.01C1602 1.00lbCITY 250 Admixture ADVA140 C494 -doseGCP Applied Technologies -4.0 Admixture AIR C260 -doseGCP Applied Technologies -0.8 CO2 -dose 27.00 A6OC536V447 - ADVA 140M DOSAGE RATE WILL BE INCREASED TO ACHIEVE A 6" SLUMP MAXIMUM A8OC536W447 - ADVACAST 600, A HIGH RANGE WATER REDUCER, WILL BE USED TO ACHIEVE AN 8" SLUMP MAXIMUM CarbonCure -2.1 Yield lb. 3864 NOTES Air Content 1.62%- - 6.00 GEIGER-BRENDA LOWE General Manager Inside Sales Prepared By: Page13 SMQuadrel iService1992 - 2025 Quadrel, Inc. Date:1/23/2025 # of Occ.Histogram for 28 Day Strength %/PSI Mix Name:A4OC536V447 PSI PSI USUnits : Strength and Strength Fit vs Maturity PSIMaturity Hours 95% of tests lie above cross-hatched area STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12" Strengths No. Of Avg Avg Avg 7 Avg 28 Avg 56 Avg Acc Accept Std Tests Slump Air Day Day Day Age Age Dev ---------------------------------------------------------------------------------------- 30 5.01 7.34 4310 5500 5910 5500 28 670 DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Batch Date Slump Spread Flow Air Strengths Acc Acc Age Number 7 Day 28 Day 56 Day Acc Age Age Run Avg 3 ---------------------------------------------------------------------------------------------------- 10770 9/18/2023 4.75 8.00 4760 5940 6380 5940 28 10716 9/18/2023 2.00 9.00 4210 5180 5510 5180 28 14743 9/27/2023 2.00 7.80 4710 5700 6070 5700 28 5610 14664 9/27/2023 6.50 8.50 4240 5220 5690 5220 28 5370 20142 10/9/2023 2.00 9.00 3910 4810 5250 4810 28 5240 32190 11/10/2023 6.50 6.60 4140 5500 6200 5500 28 5180 49426 1/30/2024 5.00 5.60 4040 5470 6110 5470 28 5260 51544 2/7/2024 4.00 7.50 4520 5850 6190 5850 28 5610 55424 2/21/2024 5.00 9.00 4260 5110 5620 5110 28 5470 56088 2/22/2024 5.00 8.50 4940 6090 6740 6090 28 5680 58632 3/1/2024 4.50 7.60 4260 5360 6040 5360 28 5520 58531 3/1/2024 5.50 6.10 4350 5220 5020 5220 28 5560 60112 3/6/2024 4.50 9.00 4090 4880 5170 4880 28 5150 61858 3/12/2024 8.00 1.00 4370 5330 5330 28 5140 62712 3/14/2024 3.25 5.00 4710 6430 6960 6430 28 5550 66889 3/27/2024 5.00 7.80 5090 5940 6460 5940 28 5900 67420 3/28/2024 5.00 5.50 4240 5190 5850 5190 28 5850 74947 4/17/2024 6.25 6.20 4040 5110 5760 5110 28 5410 76556 4/23/2024 7.50 4.80 7920 7920 28 6070 78859 5/1/2024 4.50 9.50 3610 4770 5230 4770 28 5930 84645 5/21/2024 6.00 8.50 4350 5500 5670 5500 28 6060 87343 5/29/2024 5.00 7.00 4090 5390 5750 5390 28 5220 87534 5/29/2024 5.25 5.50 5170 6550 6700 6550 28 5810 Page14 SMQuadrel iService1992 - 2025 Quadrel, Inc. DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" ---------------------------------------------------------------------------------------------------- Number 7 Day 28 Day 56 Day Acc Age Age Run Avg 3 Batch Date Slump Spread Flow Air Strengths Acc Acc Age 88960 6/3/2024 5.50 8.00 4440 5820 6400 5820 28 5920 93832 6/12/2024 7.00 8.20 3330 4440 4440 28 5610 1000978 7/1/2024 4.75 7.50 4970 5960 6410 5960 28 5410 1002067 7/8/2024 4.00 8.00 4080 5480 6180 5480 28 5290 1014575 8/6/2024 5.00 8.50 3650 5090 5400 5090 28 5510 1022875 8/26/2024 6.75 9.90 4460 4660 4460 28 5010 1043706 10/11/2024 4.25 7.00 4200 5420 6170 5420 28 4990 Page15 SMQuadrel iService1992 - 2025 Quadrel, Inc. Material Certification Report Brand: Material: Grade: Date Range: Lot Number: Supplier:Skyway Cement Company LLC.Source Location:Skyway Cement Company LLC. Address:3020 East 103rd Street 3020 East 103rd Street Chicago, IL 60617 Chicago, IL 60617 Telephone:(872)302-5910 Contact:Roberto Carrillo Date Issued:13-Aug-2024 LimitA Result LimitA Result 20 max 0.68 -576 Sulfide S (%)2.5 max 0.86 12 max 4.85 Sulfate Ion - SO3 (%)-0.11 -74 Aluminum Oxide (%)-9.26 95 min 106 Chloride - CL (%)-0.06 Slag + Reference Cement Total Alkalies as Na2O (%)-0.50 -3173 -5606 Quality Manager Skyway Cement Compressive Strength - psi: 7 Day 28 Day Item Item +45 µm (No. 325) Sieve (%) Blaine Fineness (m2/kg) July 1-31, 2024 Certification This cement meets the requirements of ASTM C989 and AASHTO M302 specifications for Grade 100 slag cement. General Information The following information is based on average test data during the test period. The data is typical of slag cement shipped by Skyway Cement Company LLC.; individual shipments may vary. Test Data on ASTM Standard Requirements Notes ADashes in the limits columns means Not Applicable BReference cement results from procedure "Preparation of Specimens". Information on Reference Cement qualification available upon request. Specific Gravity: 2.89 This data may have been reported on previous mill certificates. It is typical of the cement being currently shipped which was produced in July of 2024. Multiple Lots 100 Slag Cement Air Content (%) Slag Activity Index (%) Avg 7 Day Index Avg 28 Day Index Chemical Physical REPORT DATE 04/25/2024 FLY ASH SOURCE LaCygne unit 2 COMPOSITE START DATE 3/1/2024 11:00:00 AM COMPOSITE END DATE 3/31/2024 11:00:00 AM SAMPLE IDENTIFICATION LA2240301-0331Kansas City Performance Center 15100 E. Courtney Atherton Rd. Sugar Creek, MO 64056 Phone: (816)257-4093 Fax: (816)257-5930 ASTM C 618 Note 1 - Finely divided materials may tend to reduce the entrained air content of concrete. Hence, if a mineral admixture is added to any concrete for which entrainment of air is specified, provision should be made to ensure that the specified air content is maintained by air content tests and by use of additional air-entraining admixture or use of an air-entraining admixture in combination with air- entraining hydraulic cement. 04/25/2024 Tina M. Tucholski KCPC Laboratory Manager CHEMICAL ANALYSES Analysis Value ASTM C 618 CLASS C AASHTO M295 CLASS C SiO2 (silicon dioxide), %38.67 Al2O3 (aluminum oxide), %18.37 Fe2O3 (iron oxide), %5.85 SiO2+Al2O3+Fe2O3, %62.89 50 min 50 min CaO (calcium oxide), %25.01 >18.0 MgO (magnesium oxide), %4.39 SO3 (sulfur trioxide), %1.64 5.0 max 5.0 max Moisture content, %0.21 3.0 max 3.0 max Loss On Ignition, %0.30 6.0 max 5.0 max Na2O (sodium oxide), %1.35 K2O (potassium oxide), %0.51 PHYSICAL ANALYSES Fineness, amount retained on #325 sieve, % 11.0 34 max 34 max variation, points from average -0.8 5 max 5 max Density, g/cm3 2.68 variation from average, %0.1 5 max 5 max Strength Activity Index with Portland Cement at 7 days, % of cement control 113 Water Requirement, % of cement control 93 105 max 105 max Soundness, autoclave expansion or contraction, %0.03 0.8 max 0.8 max We hereby certify that the fly ash represented by the above chemical and physical analysis meets the requirements of ASTM C 618 and AASHTO M 295. June 1, 2024 ‐June 30, 2024 Date: July 9, 2024 Class N Class F Class C 43.5 AAA 20.4 AAA 17.9 AAA 81.8 70.0 min 50.0 min 50.0 min 6.7 A 18.0 max >18.0 0.6 AAA 1.7 4.0 max 5.0 max 5.0 max 0.9 AAA 1.9 AAA 2.2 AAA 0.2 3.0 max 3.0 max 3.0 max 1.8 10.0 max 6.0 max 6.0 max Class N Class F Class C 234 max 34 max 34 max 2.73 AAA 83 75 min 75 min 75 min 96 75 min 75 min 75 min 99 115 max 105 max 105 max Signature: Name: Item Test Result ASTM C618 Limits ASH GROVE CEMENT COMPANY Chanute Plant 1801 North Santa Fe Chanute, Kansas 66720 Phone #: (620)‐433‐3569 Type: Pozzolan Production Period ASTM C618/C618M REQUIREMENTS CHEMICAL Loss on ignition (%) SiO2 (%) Al2O3 (%) Fe2O3 (%) Sum (SiO2 + Al2O3 + Fe2O3) CaO (%) MgO (%) SO3 (%) Na2O (%) K2O (%) Equivalent alkalies (%) Moisture content (%) PHYSICAL Item Test Result ASTM C618 Limits Fineness, No. 325 sieve (% retained) Michael Greif Density (g/cm3) Strength activity index Ratio to control @ 7 days Ratio to control @ 28 daysB Water requirement (% of control) A Not applicable. B Test result based on most recent monthly production time period. We certify that the above described pozzolan, at the time of shipment, meets the chemical and physical requirements of the ASTM C618/C618M Pozzolan and AASHTO M295 Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete specifications. Title: Quality Control Manager Client Name: Project No.: 1/2/2025 Address: Lab No.: Project Name: Location: Sampled By:Date: Tested By:Date:Reviewed By: Sieve Analysis, ASTM C136 X Passing Retained Min Max 115 29 <1 Lighter than 3 6"Clay Lumps & Friable Particles, %0.0 ≤ 3.0 5"0.0 ≤ 0.5 4" 3" 2" 1-1/2"Water Soluble Chloride Content 0.001 1"Sand Equivalent Value 97 3/4"Soundness - Mg Sulfate, % Loss 1/2" 4.75mm to 2.36mm 3 3/8"100 2.36mm to 1.18mm 3 # 4 95 100 1.18mm to No.30 2 # 8 80 100 No. 30 to No. 50 2 # 10 Weighted Average 3 15 Max # 16 50 85 # 20 # 30 25 60 # 40 # 50 5 30 0.5 3.0 Max # 80 2.601 # 100 0 10 2.614 # 200 0 3.0 2.631 Fineness Modulus Angela D. Coates, Laboratory Supervisor Comments: AASHTO T260 -Water Soluble Chloride Content test is performed by American Engineering & Testing This report is for the exclusive use of the client to whom it is addressed and is applicable only to the actual material sampled. No opinion of the suitability of the product for which the material is used is expressed or implied. Geotechnology, LLC. 11/14/2024Client 71 100 91 100 0.7 % Accumulative Dry Rodded Unit Wt, Method A Density pcf C123 T260 Aggregate Type: Sample Location:Plant #3 - Frisbee Road 3 16 41 Sieve Size Specification ASTM C-33 FA-A A. Coates/ K. Boord 12/12/2024 C33 Test Standards are ASTM unless otherwise noted S. Biritz J030299.02 KS Pit SandAggregate Source: Holliday Sand & Stone 2024 On-Call Testing 4467 Lenexa, KS 66219 9660 Legler Road Report Date: Test Standard Results % Voids Organic Content C40 C142 C29 D2419 C88 Zinc Chloride & Water Specific Gravity of Liquid (2.0) % Coal & Lignite 2.78 2.30-3.10 Max spread between sieves 30 Sample Mass 218.5 - g Apparent C128 Specific Gravity Absorption, %C128 Bulk, Dry C128 C128Bulk, SSD BOWSER-MORNER, INC. Delivery & Mailing Address: 226 W. Highland Ave. • Springfield, IL 62704 AASHTO/ISO 17025 Accredited • USACE Validated All Reports Remain The Confidential Property Of BOWSER-MORNER And No Publication Or Distribution Of Reports May Be Made Without Our Express Written Consent, Except As Authorized By Contract. Results Contained In This Report Are Reflective Only of The Items Calibrated or Tested. Unless Otherwise Agreed, Samples Or Specimens Will Be Discarded Or Returned At Bowser-Morner's Discretion. AASHTO/ISO 17025 Accreditation applies only to the parameters included in BOWSER-MORNER'S current scope of accreditation. Go to www.bowser-morner.com/accreditations for reviews. LABORATORY REPORT Report To: Trap Rock Date: November 15, 2023 Attn: Mr. Jacob Jester Report No.: S2030R One Racehorse Drive W.O. No.: 212089 East St. Louis, IL 62205 No. of Pages: 5 Report On: Laboratory Testing of Two Aggregate Samples - Trap Rock & Granite Quarries LLC On October 10, 2023 BMI Springfield Laboratory received two samples (No. 57/No. 67) from the above-referenced client for selected laboratory testing. The samples were washed / prepped for testing, as required. Testing was performed as specified by the client and in accordance with the following procedures: ASTM C 88, "Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate". ASTM C 117, "Material Finer Than 75-mm (No. 200) Sieve in Mineral Aggregates by Washing". ASTM C 123, "Lightweight Particles in Aggregate". ASTM C 127, "Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate". ASTM C 131, "Resistance to Degradation of Large-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine". ASTM C 136, "Sieve Analysis of Fine and Coarse Aggregate". ASTM C 142, "Clay Lumps and Friable Particles in Aggregates". AASHTO T 103, "Soundness of Aggregates by Freezing and Thawing". Results are detailed on the attached data sheets. * The material was sampled by the client, therefore the results apply to the sample as received. Should you have any questions, or if I may be of further service, please contact me at (217) 544-8378. Respectfully submitted, BOWSER-MORNER, INC. ENV/env Erin Van Brooker, MSCE S2030R Laboratory Manager 1-Jacob Jester Springfield, IL Materials aboratory 1-jacobj@beelman.com Construction Services Division Erin N. Van Brooker Digitally signed by Erin N. Van Brooker Date: 2023.12.14 09:36:53 -06'00' Re p o r t T o : T r a p R o c k BM I J o b N o . : 2 1 2 0 8 9 BM I R e p o r t N o . : S 2 0 3 0 R Sa m p l e I D : N o . 5 7 / 6 7 C r u s h e d S t o n e De c e m b e r 1 4 , 2 0 2 3 Pa g e 2 TA B L E I Si e v e A n a l y s i s a n d D e c a n t ( A S T M C 1 3 6 , C 1 1 7 ) Si e v e S i z e Pe r c e n t P a s s i n g No . 5 7 Sp e c i f i c a t i o n , % Pa s s i n g AS T M C 3 3 No . 5 7 1 1 / 2 " 10 0 10 0 1" 98 95 - 1 0 0 3/ 4 " 86 -- - 1/ 2 " 38 25 - 6 0 3/ 8 " 14 -- - No . 4 2 0- 1 0 No . 8 1. 0 0- 5 No . 2 0 0 D e c a n t , % : 0. 3 1. 0 / 1 . 5 1 1 AS T M C 3 3 , T a b l e 3 , F o o t n o t e D – Th e p e r c e n t p a s s i n g t h e N o . 2 0 0 s i e v e i s p e r m i t t e d t o b e i n c r e a s e d t o 1 . 5 % i f t h e m a t e r i a l i s e s s e n t i a l l y f r e e o f c l a y a n d s h a l e . Si e v e S i z e Pe r c e n t P a s s i n g No . 6 7 Sp e c i f i c a t i o n , % Pa s s i n g AS T M C 3 3 1 1 / 2 " 10 0 -- - 1" 10 0 10 0 3/ 4 " 93 90 - 1 0 0 1/ 2 " 53 -- - 3/ 8 " 26 20 - 5 5 No . 4 3 0- 1 0 No . 8 1 0- 5 No . 2 0 0 D e c a n t , % : 0. 3 1. 0 / 1 . 5 1 Re p o r t T o : T r a p R o c k BM I J o b N o . : 2 1 2 0 8 9 BM I R e p o r t N o . : S 2 0 3 0 R Sa m p l e I D : N o . 5 7 / 6 7 C r u s h e d S t o n e De c e m b e r 1 4 , 2 0 2 3 Pa g e 3 TA B L E I I Su m m a r y o f R e s u l t s Te s t P a r a m e t e r Te s t M e t h o d R e s u l t s N o . 6 7 K C M M B C o n c r e t e S p e c i f i c a t i o n , % M a x . Cl a y L u m p s a n d F r i a b l e P a r t i c l e s , % : AS T M C 1 4 2 0. 0 7 0. 3 Co a l a n d L i g n i t e , % : AS T M C 1 2 3 0. 0 0. 0 5 Li g h t w e i g h t P a r t i c l e s , % : AS T M C 1 2 3 0. 0 0. 5 To t a l D e l e t e r i o u s , % : -- - 0. 0 1. 0 Ma t e r i a l F i n e r t h a n N o . 2 0 0 , % : AS T M C 1 1 7 0. 3 0. 5 Lo s A n g e l e s A b r a s i o n - G r a d i n g B , % : AS T M C 1 3 1 17 . 5 28 . 0 Ma g n e s i u m S u l f a t e S o u n d n e s s ( 3 / 4 " t o 3 / 8 " ) , % : AS T M C 8 8 0. 22 * 0. 5 Ma g n e s i u m S u l f a t e S o u n d n e s s ( 3 / 8 " t o N o . 4 ) , % : AS T M C 8 8 0. 20* 4. 0 50 C y c l e F r e e z e / T h a w ( 3 / 4 " t o 3 / 8 " ) , % : AA S H T O T 1 0 3 0. 4 8 1. 0 50 C y c l e F r e e z e / T h a w ( 3 / 8 " t o N o . 4 ) , % : AA S H T O T 1 0 3 0. 0 7 2. 0 Bu l k D r y S p e c i f i c G r a v i t y : AS T M C 1 2 7 2. 6 3 2 -- - Bu l k S S D S p e c i f i c G r a v i t y : AS T M C 1 2 7 2. 6 4 4 -- - Ap p a r e n t S p e c i f i c G r a v i t y : AS T M C 1 2 7 2. 6 6 4 -- - Ab s o r p t i o n , % : AS T M C 1 2 7 0. 5 0. 5 *M a g n e s i u m s o u n d n e s s r e t e s t e d a t t h e r e q u e s t o f t h e c u s t o m e r Re p o r t T o : T r a p R o c k BM I J o b N o . : 2 1 2 0 8 9 BM I R e p o r t N o . : S 2 0 3 0 R Sa m p l e I D : N o . 5 7 / 6 7 C r u s h e d S t o n e De c e m b e r 1 4 , 2 0 2 3 Pa g e 4 TA B L E I I I Fi v e C y c l e M a g n e s i u m S u l f a t e S o u n d n e s s ( A S T M C 8 8 ) - D e t a i l e d b y S i z e F r a c t i o n Si z e F r a c t i o n P e r c e n t L o s s G r a d a t i o n F a c t o r W e i g h t e d P e r c e n t L o s s K C M M B C o n c r e t e S p e c i f i c a t i o n , % M a x . 3/ 4 " t o 1 / 2 " 0. 3 0 0. 7 4 0. 2 2 0. 5 1/ 2 " t o 3 / 8 " 3/ 8 " t o N o . 4 0 . 7 0. 2 6 0. 2 0 4. 0 To t a l N o . 6 7 - - - -- - 0. 4 0 -- - TA B L E I V 50 C y c l e F r e e z e T h a w ( A A S H T O T 1 0 3 ) - D e t a i l e d b y S i z e F r a c t i o n Si z e F r a c t i o n P e r c e n t L o s s G r a d a t i o n F a c t o r W e i g h t e d P e r c e n t L o s s K C M M B C o n c r e t e S p e c i f i c a t i o n , % M a x . 3/ 4 " t o 1 / 2 " 0. 6 5 0. 7 4 0. 4 8 1. 0 1/ 2 " t o 3 / 8 " 3/ 8 " t o N o . 4 0 . 2 6 0. 2 6 0. 0 7 2. 0 To t a l N o . 6 7 - - - -- - 0. 5 5 -- - Re p o r t T o : T r a p R o c k BM I J o b N o . : 2 1 2 0 8 9 BM I R e p o r t N o . : S 2 0 3 0 R Sa m p l e I D : N o . 5 7 / 6 7 C r u s h e d S t o n e De c e m b e r 1 4 , 2 0 2 3 Pa g e 5 TA B L E V Vi s u a l D e l e t e r i o u s E x a m i n a t i o n . N o o t h e r c a t e g o r i e s w e r e o b s e r v e d v i s u a l l y . P e r c e n t a g e s a s p e r c e n t o f s i z e f r a c t i o n , u n - w e i g h t e d f o r g r a d a t i o n . Si z e F r a c t i o n C l a y L u m p s a n d F r i a b l e P a r t i c l e s C o a l a n d L i g n i t e L t w t . P a r t i c l e s T o t a l D e l e t e r i o u s 1" t o 3 / 4 " 0. 0 4 0. 0 0. 0 0. 0 3/ 4 ” to 1 / 2 ” 0. 0 5 0. 0 0. 0 0. 0 1/ 2 ” to 3 / 8 ” 0. 0 7 0. 0 0. 0 0. 0 3/ 8 ” to N o . 4 0. 0 9 0. 0 0. 0 0. 0 TA B L E V I De l e t e r i o u s M a t e r i a l . C o r r e c t e d f o r a s - r e c e i v e d g r a d a t i o n . Si z e F r a c t i o n Cl a y L u m p s a n d F r i a b l e P a r t i c l e s C o a l a n d L i g n i t e L t w t . P a r t i c l e s T o t a l D e l e t e r i o u s 1" t o 3 / 4 " 0. 0 0 2 0. 0 0. 0 0. 0 3/ 4 " t o 1 / 2 " 0. 0 2 0 0. 0 0. 0 0. 0 1/ 2 " t o 3 / 8 " 0. 0 1 9 0. 0 0. 0 0. 0 3/ 8 " t o N o . 4 0. 0 2 3 0. 0 0. 0 0. 0 To t a l s N o . 6 7 0. 0 7 0. 0 0. 0 0. 0 KC M M B C o n c r e t e S p e c i f i c a t i o n , % M a x . 0. 3 0. 0 5 0. 5 1. 0 SAINT-GOBAIN CONSTRUCTION CHEMICALS Chryso • 3958 Ruger Drive • Royse City, TX 75189 • USA • www.chryso.com GCP Applied Technologies • 2325 Lakeview Parkway • Alpharetta, GA 30009 • USA • www.gcpat.com 1 Chad English Geiger Ready Mix, Inc. 4318 Speaker Road Kansas City, KS. 66106 2 February 2024 Mr. English, This is to certify DARAVAIR® 1400, an air-entraining admixture, as manufactured and supplied by GCP Applied Technologies is formulated to comply with the Standard Specification for Air-Entraining Admixtures for Concrete, ASTM C 260 (AASHTO M 154). DARAVAIR 1400 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in the manufacturing. If you have any questions, or need anything else, please let me know. Thank you, Thomas M Greene Thomas M. Greene, FACI Regional Technical Services Manager - Southwest GCP Applied Technologies Thomas.m.greene@gcpat.com (281) 795-3224 SAINT-GOBAIN CONSTRUCTION CHEMICALS Chryso • 3958 Ruger Drive • Royse City, TX 75189 • USA • www.chryso.com GCP Applied Technologies • 2325 Lakeview Parkway • Alpharetta, GA 30009 • USA • www.gcpat.com 1 Chad English Geiger Ready Mix, Inc. 4318 Speaker Road Kansas City, KS. 66106 2 February 2024 Mr. English, This is to certify that ADVA® 140M, a high-range, water-reducing admixture, as manufactured and supplied by GCP Applied Technologies, is formulated to comply with the Standard Specification for Chemical Admixtures for Concrete, ASTM C 494, Type A & F (AASHTO M 194, Type A & F). ADVA 140M does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in the manufacturing. If you have any questions, or need anything else, please let me know. Thank you, Thomas M Greene Thomas M. Greene, FACI Regional Technical Services Manager - Southwest GCP Applied Technologies Thomas.m.greene@gcpat.com (281) 795-3224 SAINT-GOBAIN CONSTRUCTION CHEMICALS Chryso • 3958 Ruger Drive • Royse City, TX 75189 • USA • www.chryso.com GCP Applied Technologies • 2325 Lakeview Parkway • Alpharetta, GA 30009 • USA • www.gcpat.com 1 Chad English Geiger Ready Mix, Inc. 4318 Speaker Road Kansas City, KS. 66106 2 February 2024 Mr. English, This is to certify that ADVA CAST® 600, a high-range, water-reducing admixture, as manufactured and supplied by GCP Applied Technologies, is formulated to comply with the Standard Specification for Chemical Admixtures for Concrete, ASTM C 494, Type A & F (AASHTO M 194, Type A & F). ADVA CAST 600 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in the manufacturing. If you have any questions, or need anything else, please let me know. Thank you, Thomas M Greene Thomas M. Greene, FACI Regional Technical Services Manager - Southwest GCP Applied Technologies Thomas.m.greene@gcpat.com (281) 795-3224 CarbonCureTM Concrete Additive Product Description CarbonCure Technologies offers a technology to implement carbon dioxide (CO2) utilization in the ready mix concrete industry. Waste CO2 can be put to a beneficial use as a feedstock in the production of concrete. The retrofit CarbonCureÔ Ready Mix Technology adds CO2 to concrete during mixing. The CO2 reacts with the cement and is mineralized to produce nanoscale calcium carbonate. The carbonate formation can impart positive impacts on the concrete. The CO2 addition (hereafter, CarbonCure) can improve hydration and increase compressive strength without affecting the fresh concrete properties. Uses CarbonCure is used to produce concrete mixes with higher compressive strength. CarbonCure is suitable for normal weight and light weight concrete in ready-mix applications. Concrete shall be designed in accordance with Standard Recommended Practice for Selecting Proportions for Concrete, ACI 211. Benefits The addition of CarbonCure to concrete mixes can realize benefits including: •Ability to improve both-early and late-age compressive strengths •Reduced variability of compressive strengths •Optimized binder designs •Concrete produced with reduced carbon footprint Guidelines for Use Dosage Rates: CarbonCure has a recommended dosage rate of 0.8 – 4.0 fl oz/cwt (50 – 250 g/100 kg) of cement (as distinct from total cementitious) for most applications. Dosages outside this range may be used if local testing shows acceptable performance. Pretesting is required to determine the appropriate addition rate for desired performance. The optimum addition rate may be influenced by other concrete mixture components, cement types, ambient temperature, mineral additives, quality and gradations of aggregates, slump of concrete, mixing equipment, job conditions, and desired performance characteristics Mixing: The optimum performance of the CarbonCure is generally obtained with a delayed addition following the start of mixing. Packaging and handling CO2 is available in bulk and delivered by tanker truck to an on-site pressurized storage tank for dispensing by means of the CO2 metering equipment. CO2 must have a certified purity of 99% or above for use in this application – certification of CO2 purity compliance shall be made available upon request. CO2 safety and handling information can be found in Carbon Dioxide safety data sheet CAS No: 124-38-9. Dispensing Equipment CarbonCure is dispensed from a storage tank of liquid CO2 in communication with the dispensing control system. The tank and CO2 are sourced from a local industrial gas supplier. The tank capacity is determined according to the usage and gas supplier recommendation. The dispensing control system is connected to the batching system and the CO2 addition is fully integrated into the batch sequencing of materials that are added to the mix. CarbonCure Concrete Additive Data Sheet CarbonCure Technologies Inc. | 42 Payzant Avenue Dartmouth, NS B3B 1Z6 +1 (902) 442-4020 | info@carboncure.com | carboncure.com 1 Performance Characteristics Fresh properties An optimal dose of CarbonCure does not impact concrete workability or air content. Producer data for production on a single mix design is presented for slump (Figure 1) and air content (Figure 2). The CarbonCure production data is presented against control limits for the mix when made without CO2. The average metric and variability of the fresh properties of the concrete made with CarbonCure was comparable to and consistent with the reference production. Compressive Strength An optimal dose of CarbonCure can improve the compressive strength of the concrete at both early and late ages. Industrial strength data of concrete produced with two different CarbonCure dosages is presented in Figure 3. Figure 2: Compressive strength field data Compatibility CarbonCure is compatible with most admixtures used in the production of quality concrete, including normal, mid-range and high-range water-reducing admixtures, accelerators, retarders, extended set control admixtures, air-entrainers, corrosion inhibitors, and shrinkage reducers. 0 2 4 6 8 Sl u m p ( i n c h e s ) 0 2 4 6 8 10 Ai r ( % ) +26% +19% +12% +19% +13% +10% Co n t r o l Ca r b o n C u r e 1 Ca r b o n C u r e 2 0 2000 4000 6000 2 d 7 d 28 d Co m p r e s s i v e St r e n g t h (PS I ) Figure 1: Slump comparison Figure 1: Air comparison CarbonCure Technologies Inc. | 42 Payzant Avenue Dartmouth, NS B3B 1Z6 +1 (902) 442-4020 | info@carboncure.com | carboncure.com 2 CarbonCure Concrete Additive Data Sheet Comment on Concrete pH The reaction of atmospheric carbon dioxide with hydrated cement paste over time is acknowledged to consume calcium hydroxide and thereby reduce pore solution pH. Testing of the pore solution of concrete produced with CarbonCure was conducted at 28 days (Figure 4). The extracted pore solution was not affected by the CO2 addition. The action of CO2 in the earliest stages of hydration neither prevents nor impairs the later development of pore solution alkalinity. Related Documents See MSDS for carbon dioxide as provided by the industrial gas supply partner. NOTE Continuous testing by the concrete producer is strongly recommended. Since all cements and other concrete-making materials differ from source to source, and can vary over time, ongoing testing by the concrete producer is recommended for optimum CO2 system performance, especially when changes are made to the materials or batch sequencing. Accurate concrete performance assessments require adequate quality control practices. The CO2 injection system performance is supported through following all recommended maintenance practices, procedures and schedules. 13.83 13.79 10 11 12 13 14 15 Control CO2 Pore solution pH Figure 3: Pore solution pH measurement CarbonCure Technologies Inc. | 42 Payzant Avenue Dartmouth, NS B3B 1Z6 +1 (902) 442-4020 | info@carboncure.com | carboncure.com The information provided herein is intended to be a guide developed upon data, practices and knowledge considered to be true and accurate. The information is offered for the user’s consideration, investigation and verification, but results are not warranted to be obtained. Satisfactory results depend not only upon quality materials and many other factors beyond our control. Therefore, CARBONCURE MAKES NO WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED, RESPECTING CARBONCURE TECHNOLOGY, CARBONCURE PRODUCTS AND CARBONCURE SERVICES AND CARBONCURE SHALL HAVE NO LIABILITY WITH RESPECT THERETO. User shall determine the suitability of the technology for the intended use and assume all risks and liability in connection therewith. The information is subject to change without notice. No statement, recommendation, or suggestion is intended for any use that would infringe any patent, copyright, or other third party right. CARBONCURE SHALL NOT BE RESPONSIBLE FOR CONSEQUENTIAL, INDIRECT OR INCIDENTAL DAMAGES (INCLUDING LOSS OF PROFITS) OF ANY KIND. CarbonCure reserves the right to make any changes according to technological progress or further developments. CARBONCURE and CO2CRETE are trademarks, which may be registered in the United States and/or other countries, of CarbonCure Technologies Inc. © Copyright 2020 CarbonCure Technologies Inc. All rights reserved. 3 CarbonCure Concrete Additive Data Sheet SAINT-GOBAIN CONSTRUCTION CHEMICALS Chryso • 3958 Ruger Drive • Royse City, TX 75189 • USA • www.chryso.com GCP Applied Technologies • 2325 Lakeview Parkway • Alpharetta, GA 30009 • USA • www.gcpat.com 1 Chad English Geiger Ready Mix, Inc. 4318 Speaker Road Kansas City, KS. 66106 2 February 2024 Mr. English, This is to certify that SINTA F19™ synthetic macro fiber reinforcement, as supplied by GCP Applied Technologies, are synthetic fibers for concrete and have been designed specifically for use in concrete and shotcrete. These fibers are manufactured from 100% virgin polyolefin material and are alkali resistant, non−absorptive, and completely non−corrosive. SINTA F19 fibers comply with ASTM C 1116, Standard Specification for Fiber Reinforced Concrete or Shotcrete, Section 4.1.3, Synthetic Fiber−Reinforced Concrete or Shotcrete and the International Code Council. SINTA F19 does not contain calcium chloride or chloride containing compounds as a functional ingredient. If you have any questions, or need anything else, please let me know. Thank you, Thomas M Greene Thomas M. Greene, FACI Regional Technical Services Manager - Southwest GCP Applied Technologies Thomas.m.greene@gcpat.com (281) 795-3224 National Ready Mixed Concrete Association Certificate of Conformance For Concrete Production Facilities THIS IS TO CERTIFY THAT Geiger Ready-Mix Co., Inc, has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the inspection date, the facilities met the requirements for production by Central Mixing with Automatic Batching and Recordings of Cementitious Materials, Aggregate, Water, and Chemical Admixtures ProfessionalProfessional Engineerignature April 12, 2026February 22, 2024 Certification Expiration DateInspection Date This company will maintain these facilities in compliance with the Check List requirements and will correct promptly any deficiencies which develop. Title of Company OfficialSignature of Company Official NOTICE: The Check List indicates only that plant facilities are satisfactory for the production of concrete when properly operated. Conformance of the concrete itself with specification requirements must be verified by usual inspection methods in accordance with sales agreements. This certificate is issued by the National Ready Mixed Concrete Association on verification that the production facility conforms to the requirements of the NRMCA Certification of Ready Mixed Concrete Production Facilities, QC3. Unauthorized reproduction or misuse of this certificate may result in legal action. Certification ID #: 31968Plant ID #: 801823 © 1965, 1992, 2001, 2002, 2006, 2007, 2012 National Ready Mixed Concrete Association 66 Canal Center Plaza, Suite 250 • Alexandria • Virginia 22314 WELDED ORNAMENTAL STEEL FENCE AMERISTARFENCE.COM | 888-333-3422 FENCE PRODUCTS Le a r n m o r e o n l i n e a t a m e r i s t a r f e n c e . c o m o r b y c a l l i n g 8 8 8 - 3 3 3 - 3 4 2 2 MO N T A G E P L U S ® | W e l d e d O r n a m e n t a l S t e e l F e n c e GA T E O P T I O N S MO N T A G E P L U S ® S W I N G G A T E S MO N T A G E P L U S ® A R C H E D G A T E S ES T A T E ® S T E E L E N T R Y G A T E S TR A N S P O R T ® C A N T I L E V E R G A T E S PA S S P O R T ®RO L L G A T E S j j j j jP O O L , P E T & P L A Y ™ Im p r o v e d P a n e l S t r e n g t h & D u r a b i l i t y In c r e a s e d S a f e t y & S e c u r i t y f o r C h i l d r e n & P e t s j j WA R R I O R ™ 3' , 3 ½ ' , 4 ' , 5 ' o r 6 ' H e i g h t s 2- R a i l o r 3 - R a i l P a n e l s Ex t e n d e d P i c k e t o r F l u s h B o t t o m P a n e l s 4" S t a n d a r d P i c k e t A i r - S p a c e j j j j GE N E S I S ™ 3' , 3 ½ ' , 4 ' , 5 ' o r 6 ' H e i g h t s 2- R a i l o r 3 - R a i l P a n e l s Ex t e n d e d P i c k e t o r F l u s h B o t t o m P a n e l s 4" S t a n d a r d o r 3 " P e t , P o o l & P l a y P i c k e t A i r - S p a c e j j j j MA J E S T I C ™ 3' , 3 ½ ' , 4 ' , 5 ' o r 6 ' H e i g h t s 2- R a i l o r 3 - R a i l P a n e l s Ex t e n d e d P i c k e t o r F l u s h B o t t o m P a n e l s 4" S t a n d a r d o r 3 " P e t , P o o l & P l a y P i c k e t A i r - S p a c e j j j j CL A S S I C ™ 3' , 3 ½ ' , 4 ' , 5 ' o r 6 ' H e i g h t s 2- R a i l o r 3 - R a i l P a n e l s Ex t e n d e d P i c k e t o r F l u s h B o t t o m P a n e l s 4" S t a n d a r d o r 3 " P e t , P o o l & P l a y P i c k e t A i r - S p a c e j j j j CO L O R O P T I O N S AD O R N M E N T S BL A C K B R O N Z E QU A D F L A R E R O Y A L T Y BU T T E R F L Y S C R O L L D O U B L E R I N G S BA L L C A P TR I A D PI C K E T S RA I L S PO S T S ¾" s q . x 1 8 g a . 1½ " x 1 ½ " x 1 4 g a . 2½ " x 1 6 g a . Mo n t a g e P l u s i s m a n u f a c t u r e d f r o m ne a r l y 9 6 % r e c y c l e d s t e e l 20 Y e a r W a r r a n t y b a c k e d b y p r o v e n ex c e l l e n c e f o r o v e r 3 0 y e a r s CL A S S I C ™ MA J E S T I C ™ GE N E S I S ™ Fully rakeable panelsStair-stepping panels PROFUSION WELDING Superior Strength No Visible Rivets or Screws Design Allows Panels to Follow the Grade j j j MONTAGE PLUS ® | Welded Ornamental Steel Fence Part #9820 | Revised 02/2014 Acrylic Topcoat Epoxy Primer Zinc Phosphate Galvanic Zinc Ameristar's world headquarters, manufacturing & coil processing facilities in Tulsa, Oklahoma, USA.LEGEND ★ Ameristar Headquarters ● Sales & Service Centers ECOAT FINISH Protection Inside and Out Maintenance-Free Finish Long-Term Durability j j j AMERISTARFENCE.COM | 888-333-3422 FENCE PRODUCTS AMERISTARFENCE.COM | 888-333-3422 Montage Plus ornamental steel fence has the versatility to fit many different project applications. With its ability to traverse varying grades, variety of distinct product styles and unmatched coating performance, Montage Plus is the preferred choice for ornamental fence. PR I M A R Y AP P L I C A T I O N S Commercial Developments Self Storage Apartments (Multi-Family) Parks & Recreation Schools & Universities j j j j j ORNAMENTAL STEEL FENCE Also available in Pool, Pet & Play (3" air spacing) – styles vary Each picket is precisely welded at each rail intersection providing all-terrain flexibility and aesthetics. PROFUSION WELDED STEEL All Montage fence panels are fabricated using Ameristar’s ProFusion welding process. This technique combines laser and fusion technology to create a virtually invisible structural connection at every picket to rail intersection. Unlike typical aluminum fence systems that are held together with unsightly screws, the ProFusion weld used with Montage promotes a “good neighbor” profile with sleek lines and no exposed picket to rail fasteners. When compared to aluminum fencing, Montage’s welded steel construction is unmatched in strength and durability. E-COAT ™PROTECTIVE FINISH Montage galvanized steel framework is subjected to a multi-stage pre-treatment/wash (with zinc phosphate), followed by a duplex cathodic electrocoat system consisting of an epoxy primer, which significantly increases corrosion protection, and an acrylic topcoat, which provides the protection necessary to withstand adverse weathering effects. This process results in years of maintenance-free ownership. 20 YEAR LIMITED WARRANTY The Montage families of fencing products are manufactured from superior quality materials by skilled craftsmen with the highest standards of workmanship in the industry. Ameristar is confident in offering Montage with a 20 year limited warranty. DOMESTIC MANUFACTURING Ameristar is committed to providing products that are manufactured in the USA. We have made significant investments in technology, process improvement, and employee training in an effort to secure American jobs and combat inferior import products. ORNAMENTAL STEEL FENCE .75"sq x 18ga PICKETS | 1.4375" x 1.5" x 14ga RAILS | 2.5"sq x 16ga POSTS STYLE OPTIONS CLASSIC ™MAJESTIC ™GENESIS ™WARRIOR ™ | TO PLACE YOUR ORDER CALL 888-333-3422 | VISIT AMERISTARFENCE.COM Refer to construction specification & tables within this section for recommended post space by bracket type 6" VA R I E S W I T H H E I G H T 8' NOMINAL 36" MINIMUM FOOTING DEPTH Classic panel shown 2.5"sq x 16ga POSTS 0.75"sq x 18ga PICKETS 1.4375"w x 1.5"h x 14ga RAILS 3', 3.5', 4', 4.5', 5' & 6' PANEL HEIGHTS A C A B C D MONTAGE PLUS ® | 2 & 3-RAIL OPTIONS | 3" & 4" AIR-SPACE OPTIONS STANDARD BOTTOM & FLUSH BOTTOM OPTIONS AVAILABLE D B11.5" Effective: 01/06/15 TO PLACE YOUR ORDER CALL 888-333-3422 | VISIT AMERISTARFENCE.COM |2.47 MONTAGE PLUS ® | ORNAMENTAL STEEL FENCE MONTAGE ® MONTAGE PLUS ® MONTAGE COMMERCIAL ® | MONTAGE INDUSTRIAL ® | MONTAGE II ® MONTAGE PLUS ® | 2-RAIL PANELS | 3" AIR GAP STANDARD BOTTOM | 8' PANEL LENGTH (92" actual width) | 24 PICKETS PER PANEL | 30 PANELS PER PALLET MONTAGE PLUS ® | 2-RAIL PANELS | 4" AIR GAP STANDARD BOTTOM | 8' PANEL LENGTH (92" actual width) | 19 PICKETS PER PANEL | 30 PANELS PER PALLET = FENCE STYLES AVAILABLE | C = Classic M = Majestic G = Genesis W = Warrior = COLOR OPTIONS AVAILABLE | B = Black N = Bronze = NON-STOCKED PRODUCT For details, see Ameristar's Sales Policy in the catalog guide. Notes: Genesis panels are packaged with BLACK picket plugs for black & bronze. = FENCE STYLES AVAILABLE | C = Classic M = Majestic G = Gemini = COLOR OPTIONS AVAILABLE | B = Black N = Bronze = NON-STOCKED PRODUCT For details, see Ameristar's Sales Policy in the catalog guide. Notes: Genesis panels are packaged with BLACK picket plugs for black & bronze. CLASSIC ™ CLASSIC ™ GENESIS ™ GENESIS ™ MAJESTIC ™ MAJESTIC ™ WARRIOR ™ PANEL ITEM NUMBER WEIGHT STOCKING 3'1R 234 42 lbs MB 3.5'1R 240 48 lbs MB 4'1R 246 52 lbs MB 5'1R 258 61 lbs CB 6'1R 270 70 lbs CB MB GB PANEL ITEM NUMBER WEIGHT STOCKING 3'1R 234-3 49 lbs 3.5'1R 240-3 55 lbs 4'1R 246-3 61 lbs 5'1R 258-3 72 lbs 6'1R 270-3 83 lbs Effective: 01/06/15 | TO PLACE YOUR ORDER CALL 888-333-3422 | VISIT AMERISTARFENCE.COM2.48 MONTAGE PLUS ® | ORNAMENTAL STEEL FENCE MONTAGE II ® | MONTAGE INDUSTRIAL ® | MONTAGE COMMERCIAL ® MONTAGE PLUS ® MONTAGE ® = FENCE STYLES AVAILABLE | C = Classic M = Majestic G = Gemini = COLOR OPTIONS AVAILABLE | B = Black N = Bronze = NON-STOCKED PRODUCT For details, see Ameristar's Sales Policy in the catalog guide. Notes: Genesis panels are packaged with BLACK picket plugs for black & bronze. PANEL ITEM NUMBER WEIGHT STOCKING 3'1R 234F-3 49 lbs 3.5'1R 240F-3 55 lbs 4'1R 246F-3 61 lbs 5'1R 258F-3 72 lbs 6'1R 270F-3 83 lbs = FENCE STYLES AVAILABLE | C = Classic M = Majestic G = Genesis W = Warrior = COLOR OPTIONS AVAILABLE | B = Black N = Bronze = NON-STOCKED PRODUCT For details, see Ameristar's Sales Policy in the catalog guide. Notes: Genesis panels are packaged with BLACK picket plugs for black & bronze. PANEL ITEM NUMBER WEIGHT STOCKING 3'1R 234F 42 lbs MB 3.5'1R 240F 48 lbs MB 4'1R 246F 52 lbs MB 5'1R 258F 61 lbs CB 6'1R 270F 70 lbs MB MONTAGE PLUS ® | 2-RAIL PANELS | 4" AIR GAP FLUSH BOTTOM | 8' PANEL LENGTH (92" actual width) | 19 PICKETS PER PANEL | 30 PANELS PER PALLET MONTAGE PLUS ® | 2-RAIL PANELS | 3" AIR GAP FLUSH BOTTOM | 8' PANEL LENGTH (92" actual width) | 24 PICKETS PER PANEL | 30 PANELS PER PALLET MONTAGE PLUS ® | 2-RAIL PANELS | 3" AIR GAP STANDARD BOTTOM | 8' PANEL LENGTH (92" actual width) | 24 PICKETS PER PANEL | 30 PANELS PER PALLET CLASSIC ™ CLASSIC ™ GENESIS ™ GENESIS ™ MAJESTIC ™ MAJESTIC ™ WARRIOR ™ Effective: 01/06/15 TO PLACE YOUR ORDER CALL 888-333-3422 | VISIT AMERISTARFENCE.COM |2.49 MONTAGE PLUS ® | ORNAMENTAL STEEL FENCE MONTAGE ® MONTAGE PLUS ® MONTAGE COMMERCIAL ® | MONTAGE INDUSTRIAL ® | MONTAGE II ® MONTAGE PLUS ® | 3-RAIL PANELS | 3" AIR GAP STANDARD BOTTOM | 8' PANEL LENGTH (92" actual width) | 24 PICKETS PER PANEL | 30 PANELS PER PALLET MONTAGE PLUS ® | 3-RAIL PANELS | 4" AIR GAP STANDARD BOTTOM | 8' PANEL LENGTH (92" actual width) | 19 PICKETS PER PANEL | 30 PANELS PER PALLET = FENCE STYLES AVAILABLE | C = Classic M = Majestic G = Genesis W = Warrior = COLOR OPTIONS AVAILABLE | B = Black N = Bronze = NON-STOCKED PRODUCT For details, see Ameristar's Sales Policy in the catalog guide. Notes: Genesis panels are packaged with BLACK picket plugs for black & bronze. = FENCE STYLES AVAILABLE | C = Classic M = Majestic G = Genesis = COLOR OPTIONS AVAILABLE | B = Black N = Bronze = NON-STOCKED PRODUCT For details, see Ameristar's Sales Policy in the catalog guide. Notes: Genesis panels are packaged with BLACK picket plugs for black & bronze. PANEL ITEM NUMBER WEIGHT STOCKING 3'1R 334 50 lbs MB 3.5'1R 340 56 lbs MB 4'1R 346 60 lbs CB MB GB MN 5'1R 358 69 lbs CB MB GB 6'1R 370 78 lbs CB MB GB MN PANEL ITEM NUMBER WEIGHT STOCKING 3'1R 334-3 56 lbs 3.5'1R 340-3 63 lbs 4'1R 346-3 69 lbs 5'1R 358-3 80 lbs 6'1R 370-3 91 lbs CLASSIC ™ CLASSIC ™ GENESIS ™ GENESIS ™ MAJESTIC ™ MAJESTIC ™ WARRIOR ™ Effective: 01/06/15 | TO PLACE YOUR ORDER CALL 888-333-3422 | VISIT AMERISTARFENCE.COM2.50 MONTAGE PLUS ® | ORNAMENTAL STEEL FENCE MONTAGE II ® | MONTAGE INDUSTRIAL ® | MONTAGE COMMERCIAL ® MONTAGE PLUS ® MONTAGE ® = FENCE STYLES AVAILABLE | C = Classic M = Majestic G = Genesis = COLOR OPTIONS AVAILABLE | B = Black N = Bronze = NON-STOCKED PRODUCT For details, see Ameristar's Sales Policy in the catalog guide. Notes: Genesis panels are packaged with BLACK picket plugs for black & bronze. = FENCE STYLES AVAILABLE | C = Classic M = Majestic G = Genesis W = Warrior = COLOR OPTIONS AVAILABLE | B = Black N = Bronze = NON-STOCKED PRODUCT For details, see Ameristar's Sales Policy in the catalog guide. Notes: Genesis panels are packaged with BLACK picket plugs for black & bronze. PANEL ITEM NUMBER WEIGHT STOCKING 3'1R 334F 50 lbs 3.5'1R 340F 56 lbs MB 4'1R 346F 60 lbs MB 4.5'1RM 354F 65 lbs MB 5'1R 358F 69 lbs 6'1R 370F 78 lbs MB PANEL ITEM NUMBER WEIGHT STOCKING 3'1R 334F-3 56 lbs MB 3.5'1R 340F-3 63 lbs 4'1R 346F-3 69 lbs MB 4.5'1RM 354F-3 75 lbs MB 5'1R 358F-3 80 lbs 6'1R 370F-3 91 lbs MB MONTAGE PLUS ® | 3-RAIL PANELS | 4" AIR GAP FLUSH BOTTOM | 8' PANEL LENGTH (92" actual width) | 19 PICKETS PER PANEL | 30 PANELS PER PALLET MONTAGE PLUS ® | 3-RAIL PANELS | 3" AIR GAP FLUSH BOTTOM | 8' PANEL LENGTH (92" actual width) | 24 PICKETS PER PANEL | 30 PANELS PER PALLET CLASSIC ™ CLASSIC ™ GENESIS ™ GENESIS ™ MAJESTIC ™ MAJESTIC ™ WARRIOR ™ Effective: 01/06/15 TO PLACE YOUR ORDER CALL 888-333-3422 | VISIT AMERISTARFENCE.COM |2.51 MONTAGE PLUS ® | ORNAMENTAL STEEL FENCE MONTAGE ® MONTAGE PLUS ® MONTAGE COMMERCIAL ® | MONTAGE INDUSTRIAL ® | MONTAGE II ® DESCRIPTION SIZE ITEM NUMBER BAG QTY BOX QTY WEIGHT Universal Boulevard Bracket 2.5"B 112S 2 80 .15 lbs 2"B 117S 2 120 .15 lbs Bags packaged with: #14 x .75" self-drilling screws | .25" x 1.75" carriage bolts | .25" tee nuts Flat Mount Bracket n/a B 111S 2 204 .27 lbs Bags packaged with: #14 x .75" self-drilling screws | .25" x 1.75" carriage bolts | .25" tee nuts Line Bracket 2.5"B 114S 2 80 .84 lbs 2"B 116S 2 100 .72 lbs Bags packaged with: #14 x .75" self-drilling screws | .25" x 1.75" carriage bolts | .25" tee nuts Swivel Bracket n/a B 113 2 80 .20 lbs Bags packaged with: #10 x .75" self-drilling screws | #10 x .625" Phillips flat head screws MONTAGE PLUS ® | BRACKETS AVAILABLE IN BAG QUANTITIES ONLY MONTAGE PLUS ® | FINIALS & ADORNMENTS FINIALS & PICKET PLUGS FOR GENESIS PANELS ONLY | ADORNMENTS FOR 4" AIR-SPACE ONLY = COLOR OPTIONS AVAILABLE | B = Black N = Bronze MONTAGE PLUS PANEL ADORNMENTS »Fit in between / on the face of top rails on 3-rail panels »#10 x .75" self-drilling screws included »9 adornments required per panel »Die cast aluminum = COLOR OPTIONS AVAILABLE | B = Black N = Bronze .625" PRESS FIT PICKET FINIALS »19 finals required per panel with 4" air-space »24 finals required per panel with a 3" air-space = COLOR OPTIONS AVAILABLE | B = Black N = Bronze NOTE: Picket plugs are available in bag quantities only / 21 plugs per bag: Item number = 8452 QUAD FLARE .75" / .15 lbs A 518 TRIAD .75" /.15 lbs A 520R ROYALTY .75" / .21 lbs A 525 BUTTERFLY SCROLL .75" / .7 lbs H 506 DOUBLE RINGS .75" / .2 lbs A 112 Effective: 01/06/15 | TO PLACE YOUR ORDER CALL 888-333-3422 | VISIT AMERISTARFENCE.COM2.52 MONTAGE PLUS ® | ORNAMENTAL STEEL FENCE MONTAGE II ® | MONTAGE INDUSTRIAL ® | MONTAGE COMMERCIAL ® MONTAGE PLUS ® MONTAGE ® DESCRIPTION ITEM NUMBER / BLACK ITEM NUMBER / BRONZE BAG QTY WEIGHT EA #14 x .75" Self-Drilling Screws 1-0004-1P-50 1-0004-2P-50 50 .6 lbs Steel hex head self-drilling screws for attaching Montage Plus brackets & adornments #10 x .75" Phillips Head Screws 1-0005-1P 1-0005-2P 1 .005 lbs Steel flat head screws for setting angle on Montage Plus swivel brackets .25" Tee Nuts B7157RP-20 N7157RP-20 20 .3 lbs Fastener Socket 8865PFG n/a 1 .06 lbs #10 x .625" Self-Drilling Screws 1-0002-1P-50 1-0002-2P-50 50 .35 lbs Steel hex head self-drilling screws for attaching Montage Plus brackets & adornments .25" x 1.75" Carriage Bolts 2-0007-1P 2-0007-2P 1 .027 lbs Steel carriage bolt for Montage Plus brackets MONTAGE PLUS ® | BRACKETS AVAILABLE IN BAG QUANTITIES ONLY MONTAGE PLUS ® | FINIALS & ADORNMENTS FINIALS & PICKET PLUGS FOR GENESIS PANELS ONLY | ADORNMENTS FOR 4" AIR-SPACE ONLY MONTAGE ® | CUSTOM FINISHES WARRANTY ON CUT COMPONENTS VOID WITHOUT PROPER TOUCH-UP APPLICATION* *For details & the guidelines for the proper 3-step process, see Ameristar's Sales Policy in the catalog guide MONTAGE PLUS ® | FASTENERS AVAILABLE IN BAG QUANTITIES ONLY (Phillips head screws sold individually) = COLOR OPTIONS AVAILABLE | B = Black N = Bronze = COLOR OPTIONS AVAILABLE | B = Black N = Bronze PAINT PEN .5 lbs / P100 SPRAY PAINT 1.1 lbs / F 100 ZINC-RICH PAINT PEN .5 lbs / PZ100 ZINC-RICH PRIMER 1.1 lbs / FZ100 One-Way Screw Remover 88246P 1 .10 lbs n/a Effective: 01/06/15 TO PLACE YOUR ORDER CALL 888-333-3422 | VISIT AMERISTARFENCE.COM |2.53 MONTAGE PLUS ® | ORNAMENTAL STEEL FENCE MONTAGE ® MONTAGE PLUS ® MONTAGE COMMERCIAL ® | MONTAGE INDUSTRIAL ® | MONTAGE II ® MONTAGE PLUS ® | STEEL SQUARE POSTS 2.5"sq. x 16ga. 2.5"sq. x 14ga. 3"sq. x 12ga. 4"sq. x 11ga. 6"sq. x .1875" wall 8"sq. x .25" wall POST LENGTH ITEM NUMBER WEIGHT 6'WP 25072 12 lbs 7'WP 25084 14 lbs 8'WP 25096 16 lbs 9'WP 25108 18 lbs 8'WP 25096-14 20 lbs 9'WP 25108-14 23 lbs 10'WP 25120-14 25 lbs 11'WP 25132-14 27 lbs 5'P 30060 20 lbs 6'P 30072 24 lbs 7'P 30084 30 lbs 8'P 30096 34 lbs 9'P 30108 39 lbs 10'P 30120 43 lbs 6'P 40072 39 lbs 7'P 40084 47 lbs 8'P 40096 54 lbs 9'P 40108 61 lbs 10'P 40120 67 lbs 7'P 60084 102 lbs 8'P 60096 116 lbs 9'P 60108 131 lbs 10'P 60120 145 lbs 9'P 80108 233 lbs 10'P 80120 259 lbs STEEL POSTS = COLOR OPTIONS AVAILABLE | B = Black N = Bronze NOTE: In locations subject to freezing temperatures, where posts are grouted into core-drilled holes, a .25" diameter hole should be drilled into the post approximately .5" above the elevation to allow for drainage of ground water build-up. The drilled hole must be wiped clean and be dry prior to applying Ameristar zinc primer and color finish. Effective: 01/06/15 | TO PLACE YOUR ORDER CALL 888-333-3422 | VISIT AMERISTARFENCE.COM2.54 MONTAGE PLUS ® | ORNAMENTAL STEEL FENCE MONTAGE II ® | MONTAGE INDUSTRIAL ® | MONTAGE COMMERCIAL ® MONTAGE PLUS ® MONTAGE ® MONTAGE PLUS ® | STEEL PLATED SQUARE POSTS MONTAGE PLUS ® | POST CAPS 2.5"sq. x 12ga. 3"sq. x 12ga. 4"sq. x 11ga. POST LENGTH PLATE SIZE ITEM NUMBER WEIGHT 4'5" sq. x .25" / .5625 holes (8833G)P 25048P 16 lbs 5'5" sq. x .25" / .5625 holes (8833G)P 25060P 19 lbs 6'5" sq. x .25" / .5625 holes (8833G)P 25072P 22 lbs 4'6" sq. x .25" / .5625 holes (5003G)P 30048P 20 lbs 5'6" sq. x .25" / .5625 holes (5003G)P 30060P 24 lbs 6'6" sq. x .25" / .5625 holes (5003G)P 30072P 30 lbs 4'8" sq. x .375" / .5625 holes (8876G)P 40048P 33 lbs 5'8" sq. x .375" / .5625 holes (8876G)P 40060P 39 lbs 6'8" sq. x .375" / .5625 holes (8876G)P 40072P 47 lbs STEEL POSTS = COLOR OPTIONS AVAILABLE | B = Black N = Bronze NOTE: Posts used with Majestic may require an additional 1" longer than the panel or gate height, depending on the grade elevation. = COLOR OPTIONS AVAILABLE | B = Black N = Bronze W = White S = Sand CAP SIZE ITEM NUMBER WEIGHT 1.75" sq A 505P .1 lbs 2" sq A 506 .2 lbs 2.5" sq A 507 .3 lbs 3" sq A 508 .3 lbs 4" sq A 509 .4 lbs 6" sq A 515 .8 lbs 8" sq A 801 2 lbs CAP SIZE ITEM NUMBER WEIGHT 2" sq H 508R .7 lbs 2.5" sq A 513 .7 lbs 3" sq A 516 .8 lbs 4" sq A 517 2 lbs 6" sq A 521 8 lbs STANDARD FLAT CAP Steel BALL CAP Aluminum Effective: 01/06/15 TO PLACE YOUR ORDER CALL 888-333-3422 | VISIT AMERISTARFENCE.COM |2.55 MONTAGE PLUS ® | ORNAMENTAL STEEL FENCE MONTAGE ® MONTAGE PLUS ® MONTAGE COMMERCIAL ® | MONTAGE INDUSTRIAL ® | MONTAGE II ® MONTAGE PLUS ® | CONSTRUCTION SPECIFICATION 32 31 19 STEEL ORNAMENTAL FENCE SYSTEM – FUSION WELDED & RACKABLE PART 1 - GENERAL 1.01 WORK INCLUDED The contractor shall provide all labor, materials and appurtenances necessary for installation of the welded ornamental steel fence system defined herein at (specify project site). 1.02 RELATED WORK Section __ __ __ - Earthwork Section __ __ __ - Concrete 1.03 SYSTEM DESCRIPTION The manufacturer shall supply a total fence system of (specify Montage Plus® standard picket space or Montage Plus Pool, Pet & Play® 3" air space) Welded and Rackable (ATF – All Terrain Flexibility) Ornamental Steel (for standard picket space, specify Classic™, Majestic™, Genesis™, or Warrior™; for 3" air space, specify Classic, Majestic, or Genesis) design. The system shall include all components (i.e., panels, posts, gates and hardware) required. 1.04 QUALITY ASSURANCE The contractor shall provide laborers and supervisors who are thoroughly familiar with the type of construction involved and materials and techniques specified. 1.05 REFERENCES • ASTM A653/A653M – Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy Coated (Galvanized) by the Hot-Dip Process • ASTM B117 – Practice for Operating Salt-Spray (Fog) Apparatus • ASTM D523 – Test Method for Specular Gloss • ASTM D714 – Test Method for Evaluating Degree of Blistering in Paint • ASTM D822 – Practice for Conducting Tests on Paint and Related Coatings and Materials using Filtered Open-Flame Carbon-Arc Light and Water Exposure Apparatus • ASTM D1654 – Test Method for Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments • ASTM D2244 – Test Method for Calculation of Color Differences from Instrumentally Measured Color Coordinates • ASTM D2794 – Test Method for Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact) • ASTM D3359 – Test Method for Measuring Adhesion by Tape Test • ASTM F2408 – Ornamental Fences Employing Galvanized Steel Tubular Pickets 1.06 SUBMITTAL The manufacturer’s literature shall be submitted prior to installation. 1.07 PRODUCT HANDLING AND STORAGE Upon receipt at the job site, all materials shall be checked to ensure that no damage occurred during shipping or handling. Materials shall be stored in such a manner to ensure proper ventilation and drainage, and to protect against damage, weather, vandalism and theft. 1.08 PRODUCT WARRANTY A. All structural fence components (i.e. rails, pickets, and posts) shall be warranted within specified limitations, by the manufacturer for a period of 20 years from date of original purchase. Warranty shall cover any defects in material finish, including cracking, peeling, chipping, blistering or corroding. B. Reimbursement for labor necessary to restore or replace components that have been found to be defective under the terms of manufactures warranty shall be guaranteed for five (5) years from date of original purchase. PART 2 - MATERIALS 2.01 MANUFACTURER The fence system shall conform to (specify Montage Plus standard picket space or Montage Plus Pool, Pet & Play 3" air space) Welded and Rackable (ATF – All Terrain Flexibility) Ornamental Steel, (for standard picket space, specify Classic, Majestic, Genesis or Warrior; for 3" air space, specify Classic, Majestic, or Genesis) design, (specify extended picket or flush) bottom rail treatment, (specify 2-Rail, 3-Rail or 3-Rail with Double Rings) style manufactured by Ameristar Fence Products, Inc., in Tulsa, Oklahoma. 2.02 MATERIAL A. Steel material for fence panels and posts shall conform to the requirements of ASTM A653/A653M, with a minimum yield strength of 45,000 psi (310 MPa) and a minimum zinc (hot-dip galvanized) coating weight of 0.60 oz/ft2 (184 g/m2), Coating Designation G-60. B. Material for pickets shall be .75" square x 18 Ga. tubing. The rails shall be steel channel, 1.5" x 1.4375" x 14 Ga. Picket holes in the rail shall be spaced (specify 4.675" o.c. for standard picket space or 3.500" o.c. for 3" air space). Fence posts and gate posts shall meet the minimum size requirements of Table 1. 2.03 FABRICATION A. Pickets, rails and posts shall be pre-cut to specified lengths. Rails shall be pre-punched to accept pickets. B. Pickets shall be inserted into the pre-punched holes in the rails and shall be aligned to standard spacing using a specially calibrated alignment fixture. The aligned pickets and rails shall be joined at each picket-to-rail intersection Effective: 01/06/15 | TO PLACE YOUR ORDER CALL 888-333-3422 | VISIT AMERISTARFENCE.COM2.56 MONTAGE PLUS ® | ORNAMENTAL STEEL FENCE MONTAGE II ® | MONTAGE INDUSTRIAL ® | MONTAGE COMMERCIAL ® MONTAGE PLUS ® MONTAGE ® MONTAGE PLUS ® | CONSTRUCTION SPECIFICATION 32 31 19 STEEL ORNAMENTAL FENCE SYSTEM – FUSION WELDED & RACKABLE MONTAGE PLUS ® | CONSTRUCTION SPECIFICATION 32 31 19 STEEL ORNAMENTAL FENCE SYSTEM – FUSION WELDED & RACKABLE by Ameristar’s proprietary fusion welding process, thus completing the rigid panel assembly (Note: The process produces a virtually seamless, spatter-free good-neighbor appearance, equally attractive from either side of the panel). C. The manufactured panels and posts shall be subjected to an inline electrode position coating (E-Coat) process consisting of a multi-stage pretreatment/wash (with zinc phosphate), followed by a duplex application of an epoxy primer and an acrylic topcoat. The minimum cumulative coating thickness of epoxy and acrylic shall be 2 mils (0.058 mm). The color shall be (specify Black or Bronze). The coated panels and posts shall be capable of meeting the performance requirements for each quality characteristic shown in Table 2 (Note: The requirements in Table 2 meet or exceed the coating performance criteria of ASTM F2408). D. The manufactured fence system shall be capable of meeting the vertical load, horizontal load, and infill performance requirements for Industrial weight fences under ASTM F2408. E. Gates with an out to out leaf dimension less than and including 72 inches shall be fabricated using Montage Plus ornamental panel material and 1.75" sq. x 14ga. gate ends. Gate leafs greater than 72" shall be fabricated using ForeRunner rails, 17 gauge pickets, intermediate uprights, gussets and 1.75" sq. x 14ga. gate ends. All rail and upright intersections shall be joined by welding. All picket and rail intersections shall also be joined by welding. PART 3 - EXECUTION 3.01 PREPARATION All new installation shall be laid out by the contractor in accordance with the construction plans. 3.02 INSTALLATION Fence post shall be spaced according to Table 3, plus or minus .25". For installations that must be raked to follow sloping grades, the post spacing dimension must be measured along the grade. Fence panels shall be attached to posts with brackets supplied by the manufacturer. Posts shall be set in concrete footers having a minimum depth of 36" (Note: In some cases, local restrictions of freezing weather conditions may require a greater depth). The “Earthwork” and “Concrete” sections of this specification shall govern material requirements for the concrete footer. Posts setting by other methods such as plated posts or grouted core-drilled footers are permissible only if shown by engineering analysis to be sufficient in strength for the intended application. 3.03 FENCE INSTALLATION MAINTENANCE When cutting/drilling rails or posts adhere to the following steps to seal the exposed steel surfaces; 1) Remove all metal shavings from cut area. 2) Apply zinc-rich primer to thoroughly cover cut edge and/or drilled hole; let dry. 3) Apply 2 coats of custom finish paint matching fence color. Failure to seal exposed surfaces per steps 1-3 above will negate warranty. Ameristar spray cans or paint pens shall be used to prime and finish exposed surfaces; it is recommended that paint pens be used to prevent overspray. Use of non-Ameristar parts or components will negate the manufactures’ warranty. 3.04 GATE INSTALLATION Gate posts shall be spaced according to the manufacturers’ gate drawings, dependent on standard out-to-out gate leaf dimensions and gate hardware selected. Type and quantity of gate hinges shall be based on the application; weight, height, and number of gate cycles. The manufacturers’ gate drawings shall identify the necessary gate hardware required for the application. Gate hardware shall be provided by the manufacture of the gate and shall be installed per manufacturer’s recommendations. 3.05 CLEANING The contractor shall clean the jobsite of excess materials; post- hole excavations shall be scattered uniformly away from posts. SEE REFERENCED TABLES ON THE FOLLOWING PAGE Effective: 01/06/15 TO PLACE YOUR ORDER CALL 888-333-3422 | VISIT AMERISTARFENCE.COM |2.57 MONTAGE PLUS ® | ORNAMENTAL STEEL FENCE MONTAGE ® MONTAGE PLUS ® MONTAGE COMMERCIAL ® | MONTAGE INDUSTRIAL ® | MONTAGE II ® MONTAGE PLUS ® | CONSTRUCTION SPECIFICATION 32 31 19 WELDED ORNAMENTAL STEEL FENCE PRODUCTS GATE LEAF GATE HEIGHT up to & including 4'over 4' up to & including 6' up to 4' 2.5" x 16 gauge 2.5" x 14 gauge 4'1" to 6' 3" x 12 gauge 3" x 12 gauge 6'1" to 10' 4" x 11 gauge 4" x 11 gauge 10'1" to 16' 6" x 3/16" wall 6" x 3/16" wall MINIMUM SIZES FOR MONTAGE PLUS POSTS FENCE POSTS PANEL HEIGHTS 2.5" x 16 ga.up to & including 6' heights TA B L E 1 COATING PERFORMANCE REQUIREMENTS QUALITY CHARACTERISTICS ASTM TEST METHOD PERFORMANCE REQUIREMENTS ADHESION D3359 – METHOD B Adhesion (retention of coating) over 90% of test area (tape and knife kit test). CORROSION RESISTANCE B117, D714, D1654 Corrosion resistance over 1,500 hours (scribed per D1654; failure mode is accumulation of 1/8" coating loss from scribe or medium #8 blisters) IMPACT RESISTANCE D2794 Impact resistance over 60" lb. (forward impact using 0.625" ball). WEATHERING RESISTANCE D822 D2244, D523 (60o method) Weathering resistance over 1,000 hours (failure mode is 60% loss of gloss or color variance of more than 3 delta-E color units). TA B L E 2 MONTAGE PLUS POST SPACING BY BRACKET TYPE SPAN Classic, Genesis, Majestic & Warrior / 8' nominal (91.95" rail) POST SIZE 2.5"2.5"2.5"3"2.5"3" BRACKET TYPE Montage Plus Universal (BB112) Montage Plus Line Blvd. (BB114) Montage Plus Flat Mount (BB111) Montage Plus Swivel (BB113)* POST SETTINGS + _ .25" O.C.95"95"95"95.5"*95"*95.5" *When using BB113 swivel brackets on either or both ends of a panel installation, care must be taken to ensure the spacing between post and adjoining pickets meets applicable codes. This will require trimming one or both ends of the panel. TA B L E 3 MONTAGE PLUS WIND LOADING FENCE HEIGHT RAIL LENGTH POST SIZE PICKETS WITH 3.925" AIRSPACE TYPICAL WIND LOAD CAPACITY (MPH) WIND LOAD CAPACITY FACTOR (PSF) TYPICAL WIND LOAD CAPACITY (MPH) WIND LOAD CAPACITY FACTOR (PSF) TYPICAL WIND LOAD CAPACITY (MPH) 4'8' 2.5" x 2.5" x 16 ga. 66(PSF)179(MPH)57(PSF)166(MPH) 5'8' 2.5" x 2.5" x 16 ga. 45.5(PSF)149(MPH)39(PSF)137(MPH) 6'8' 2.5" x 2.5" x 16 ga. 32(PSF)125(MPH)28(PSF)116(MPH) 7'8' 2.5" x 2.5" x 14 ga. 30(PSF)121(MPH)25(PSF)110(MPH) 8'8' 2.5" x 2.5" x 14 ga. 24(PSF)107(MPH)20(PSF)98(MPH) MPH values shown in Table 4 are provided for information only. They are calculated using ANSI/ASCE 7-05, “American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures” Exposure Category C (open terrain with scattered obstructions having lengths generally less than 30 feet), based on post setting in 36" deep concrete footer in soil assumed to be of mid-range strength and compaction. Since specified project conditions such as jurisdictional building codes, elevation of installation, post base/footer design, soil strength, etc., may change from project to project, a structural engineering evaluation, unique to applicable requirements and conditions, should be performed. Consult your Ameristar Service Representative for an estimate on Engineering Analysis and P.E. Certification TA B L E 4 Effective: 01/06/15 | TO PLACE YOUR ORDER CALL 888-333-3422 | VISIT AMERISTARFENCE.COM2.58 MONTAGE PLUS ® | ORNAMENTAL STEEL FENCE MONTAGE II ® | MONTAGE INDUSTRIAL ® | MONTAGE COMMERCIAL ® MONTAGE PLUS ® MONTAGE ® MONTAGE PLUS ® | LIMITED WARRANTY WELDED ORNAMENTAL FENCE Ameristar’s Montage Plus® welded ornamental fences are manufactured from the highest quality materials by skilled craftsmen to meet the highest standards of workmanship in the industry. Galvanized steel framework is subjected to a multi-stage pretreatment/wash (with zinc phosphate), followed by a duplex cathodic electro-coat system consisting of an epoxy primer, which significantly increases corrosion protection, and an acrylic liquid topcoat, which provides the protection necessary to withstand adverse weathering effects. The electro-coated surface on all Montage Plus welded ornamental panels and posts are guaranteed under normal and intended usage, against cracking, peeling, chipping, blistering or corroding commencing with the original purchase date and extending according to the applications defined in the table below. Normal and intended usage does not include physical damage, abrasion, or heavy salt spray exposure to the protective coating. THE FOLLOWING ACTS AND/OR OMISSIONS WILL VOID THE SUBJECT WARRANTY: • Damage to the product caused by the property owner by use of landscape, gardening equipment, chemicals that may cause damage, and/or water sprinklers with high mineral content; • Damage caused by adhesion of chicken wire, chain link mesh, welded wire, or other similar substance to the product; • Damage caused by allowing plant life of any sort to grow directly upon or in contact with any portion of the product or sap from trees; • Any alteration to the product itself by the property owner including any on-site cutting or welding; and/or, failure to follow any and all maintenance instructions provided by Ameristar® at the time of sale to the original purchaser even if these instructions are not forwarded to the ultimate claimant under this warranty. • When cutting Montage Plus immediately seal the exposed surfaces by 1) Removing all metal shavings from the cut area 2) Apply ing zinc-rich primer to thoroughly cover cut edge and drilled hole and, after letting dry, 3) Applying two (2) coats of custom finish spray paint matching fence color. Failure to seal exposed surfaces per steps 1-3 above will negate warranty. • If contractor uses non-Ameristar parts/components, this will negate the warranty. Ameristar Montage Plus welded ornamental fences are also guaranteed for the same period of time against defects in workmanship or materials. Should any Montage Plus welded ornamental panel or post manufactured by Ameristar fail in accordance with any of the above conditions, Ameristar warrants to the original purchaser their redemption through replacement, renewal or issuance of a pro-rated credit. The choice of redemption method is solely at the discretion of Ameristar. If the pro-rated alternative is chosen, the amount will be based on the original cost of materials at the date of purchase multiplied by the appropriate time and exposure factor from the table below: Notice of failure under the conditions of this warranty shall be sent to Ameristar or its authorized representative, in writing, together with proof of purchase and shall specify the nature of the defect and when it was first observed as well as photographs of current site conditions. Should the fence be improperly installed, Ameristar shall not be responsible for guaranteed performance or appearance of the material. Neither does this guarantee apply when failure or damage is due to improper use or application, abuse or misuse, salt spray exposure (see Table and Note above), vandalism, or acts of God. Ameristar reserves the right to inspect the material to determine validity of the claim. Upon acceptance of the claim by Ameristar or its authorized representative, redemption by replacement, renewal or issuance of a pro-rated credit shall be made by Ameristar. Reimbursement for labor necessary to restore and/or replace components that have been found defective under the terms of this warranty is guaranteed to the original purchaser for a period of five (5) years from the original purchase date. Ameristar reserves the right to select the qualified company or individual to perform the labor to repair or replace the components that are deemed to be defective under the terms of this warranty. The above constitutes the complete warranty by the manufacturer. No other agreement, written or implied, is valid. Ameristar Fence Products does not authorize any other person or agent to make any other express warranties. Ameristar neither assumes nor authorizes any other person or agent to assume any other liability in connection with the Montage Plus welded ornamental fence system. APPLICATION LENGTH OF WARRANTY Fence Installations 0 to 1 Mile from Salt Water Coast Line 5 YEARS Fence Installations 1 Mile to 10 Miles from Salt Water Coast Line 10 YEARS Fence Installations Over 10 Miles from Salt Water Coast Line 20 YEARS Regardless of location and years in service, evidence of historical salt spray exposure shall be considered as grounds to void any warranty obligations. Effective: 01/06/15 TO PLACE YOUR ORDER CALL 888-333-3422 | VISIT AMERISTARFENCE.COM |2.59 MONTAGE PLUS ® | ORNAMENTAL STEEL FENCE MONTAGE ® MONTAGE PLUS ® MONTAGE COMMERCIAL ® | MONTAGE INDUSTRIAL ® | MONTAGE II ® Cc: File Change Order Request TAP-3454(401) NW Vivion Rd WB Lane Shoulder Repair 2/25/2026 During the extended duration of the east bound lane shift on NW Vivion Rd (28+00 to 31+75), areas on the west bound shoulder (28+25 to 29+25) were significantly damaged. This is due to the heavy traffic that was shifted on to the west bound shoulder during the period of the east bound lane shift. Per Elliot Ligtenberg’s email, we are to move forward with this repair in sequence with the repairs for the east bound lane and shoulder, while using the same unit prices that have already been established in CO3. Below is a price to repair to the damaged shoulder and the additional 6" cut at the centerline of the road. Item # DESCRIPTION QTY UNIT UNIT PRICE TOTAL PRICE N/A SAWCUT/REMOVALS KAAZ 82 SY $33.00 $2,706.00 N/A 6” MODOT TYPE 5 BASE KAAZ 82 SY $29.00 $2,378.00 N/A 10” CONCRETE PAVEMENT KAAZ 82 SY $147.00 $12,054.00 N/A HOT POUR JOINT SEALANT KAAZ 113 LF $5.35 $604.55 Please advise if you would like to proceed with this work. If you have any other questions regarding this pricing or scope of work, please contact Andrew Berg at 913-682-3550 or e- mail aberg@jkaaz.com. The undersigned hereby certifies, under the penalty of law for perjury or falsification, that I am authorized to submit this contract adjustment request on behalf of the Contractor and to bind the Contractor, that the contract adjustment request is made in good faith and, to the best of the Contractor’s knowledge and belief, is a true and complete statement of the estimated costs and time sought for the Contract Change and is authorized by the Contract. I further certify that no additional claims will be submitted related to this contract adjustment request, and the Contractor will maintain documentation that supports the contract adjustment request. Sincerely, Jody Kaaz Jody Kaaz President Estimated Cost: $17,742.55 Working Days Requested: 0 Cc: File The parties agree that the execution of this Change Order is made solely for the purpose of facilitating the timely completion of the Project and shall not constitute, nor be construed as, an admission of liability, fault, responsibility, or waiver of any claims, defenses, or rights by either party. Each party expressly reserves all rights, remedies, and positions available to it under the contract, at law, or in equity, including but not limited to the right to assert claims for additional compensation, delays, defects, errors, omissions, or impacts, as well as the right to dispute any such claims. Nothing in this Change Order shall be interpreted as a release or limitation of any party’s rights, nor as an agreement to assign responsibility for any past, present, or future conditions, costs, or damages.