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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 CITY OF RIVERSI MISSOURI Upstream from ordinary. 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. (816) 741-3993 • Fax (816) 746-8349 • 2950 NW Vivion Road • Riverside. MO 64150 • www.riversidemo.com 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, Noel Bennion Capital Projects & Parks Manager City of Riverside, MO (816) 741-3993 Fax (816) 746-8349 2950 NW Vivion Road Riverside, MO 64150 www.riversidemo.com CHANGE ORDER NO. 4 CONTRACTOR: Julius Kaaz Construction Company, Inc. aROJECT NAME: Vivion Rd Trail Segment 1 LPA: City of Riverside PROJECT NO.: TAP 3454(401 I The Contractor is hereby directed to make the following changes from the contract: 1. DESCRIPTION AND REASON FOR CHANGE: Line 8 - More pavement marking quantity than needed was included by the design engineer. This reduces the quantity to the pavement marking instated. Line 9 - This is the actual measured quantity ofconcrete trail installed Line 10 - This is the actual measured quaintly of concrete driveway installed to ensure trail driveway crossings meet ADA Line 12 8. 13 - Installation et sod was removed from the project in favor *fusing seed only This accounts for the sod quantity being feint/yea and that same area being added to the seed quantity Line 18 - It was determined that term finer repaid not be an effective treatment for the small wall so this deducts the remaining (ormlinerfrom 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 Typo CG-1 curb Curb needed has been added Line 21- Five of the anticipated utility adjustments were not needed and are being deducted Line 31 - Lintsswalk striping is being added to account tor the plans and bid ions not clearly stating how crosswalk stnping 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 porno 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 protect 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 A7 - 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 ofihe 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. De mohion 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 In ensure smooth vehicle travel Line 55 - Replacement of a1 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 nn the site walk-through Line 58 - This removes the nprap 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 ofthe driveway and the end section an the newly placed pipe by the retaining wall This will allow the new pipe to fully connect the two existing pipes, creating positive drainage for the ares 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 creasing AASHTO compliant slopes off the side of the trail Line 61 - Installing this pipe between the driveway and the pipe by the retaining wail vN91 allow for positive drainage, easier maintenance as compared to the westing 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 - Hydroseed ing for the area where the drainage is going to be installed Line 64 - The slope just east of the large retaining wail does not meet AASI1TO 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 1 ITEM DESCRIPTION NO. UNiTS PREVIOUSLY PROVIDED FOR UNITS TO BE CONSTRUCTED UNITS OVERRUN, UNDERRUN, CONTINGENT U N I T CONTRACT OR AGREED UNIT PRICE AMOUNT OF OVERRUN OR PLUS CONTINGENT AMOUNT OF UNDERRUN OR MINUS CONTINGENT 8 1 I PAVEMENTMARKINGS 8 256.00 51.80 204.20 LS $6.00 $1,225.20 6" CONCRETE TRAIL (KCMMB-4K) & 4" BASE 9 9 !ROCK (MODOT TYPE 1) 3326.00, 3377.70' 51.70. LS $85,00 $4.394.50f 8" CONCRETE PAVEMENT (KCMMB-4K) & 6 " 10 10 'BASEROCK (MODOTTYPE 1) 352.00: 44630 94.30 LS $110.00 $10,373.00 t 12 - 12 1SEEDING AND STRAW MAT 1 0.791 0.98 019 LS $11,000.00 $2,090.00 !SOD (1' ADJACENT TO TRAIL) 13 13 1 903.00' 0.00 903.00 SY 1 $16.00 $14,448.00 >FORMLINER (916 FACE FEET, INCLUDES 18 18 STAIN/COLOR & GRAFFITI PROTECTION) 47.001 0.00 $25.00 47.001 SF $1,175.00 6" CURB (MODOTTYPE S) 19 19 1 331.00: 21940 111.60 SF $60.00 56,696.00 20 20 2" CURB (CG-1) 278.00 368.70 90.70 LF $65.00 $5,895.50 21 i 21 ',UTILITY ADJUSTMENTS 20.00, 15.001 5.00 LF l $1.350.00 $6.750,00 32 32 !CROSS WALK STRIPING 270.00 705,40 435.40 LF $5.00 $2,177.00 33 1 33 ITEMP SIGN TRAIL CLOSED 200' AHEAD 1.001 0.00 1.00i EA $500.00 $500.00 35 I 35 ITEMP SIGN SIDEWALK CLOSED I 4,00:. 3.00 1.00: EA 5300.00 1 $300.00 ;TEMP ORANGE VINYL CONSTRUCTION 1 I 36 , 36 (FENCING 72.00i 64.00 8,00 EA $10.00 $80.00 (ASPHALT MILL & OVERLAY (SP 125C Wi PG I 39 39 170-22) 62,00 52.40 9.80 EA $500.00 $4,800.00 47 47 (TRAFFIC CONTROL EXTENSION 1 12.00 24.50 12.50 EA $450.00 $5,625.00, 51 51 ;REMOVALS 383.00: 465,00 82.00 EA 1 $33.00 $2,706.00, 52 I 52 ;6" MODOT TYPE 5 BASE 1 383.00 465,00 82.00, EA 529.00 $2,378.001 53 ' 53 110" CONCRETE PAVEMENT 383.00 465.00 82.001 EA $147.00 $12,054.00 561 56 IHOTPOURJOINT SEALANT 720.00• 833.00 113.00 EA 55.35 $604:55 57 57 ';MOBILIZATION (DRAINAGEI 0.00 1.00 1.001 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 END SECTIONS 0.00 1,00 1.00. EA $1,500.00 $1.500.0011 60 60 CAST IN PLACE INLET (4x4x5) 0.00 2,60 2.801 EA $3,846.15 $9,999.99 61 61 INSTALL STORM SEWER PIPE 0.00 136.00 135.00, EA $99.26 $13,400.10 62 62 EFINISH GRADE SLOPES 0.00: 23320 .233,001 EA I $5.15 $1,199.95 63 63 IHYDROSEEDING 0.00, 1.00 1.00; EA I $1,800.00 $1,800.001 64 (MONTAGE FENCE (EAST OF RETAINING I 64 ;WALL) 0.00' 24.00 24.00, EA i $66.67 $1,600.08 TOTALS: 684,697.38 ! $36,974.20 3.5ETTLEMENT FOR COST OF THE ABOVE CHANGE TO BE MADE AT CONTRACT UNIT PRICES, EXCEPT AS NOTED: N/A 4 COMMENTS: From 2/19/26 (previous extension was through 2/18)26) through 3/26/26 time axtension 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 2. OVERRUN THIS ORDER 3, OVERRUN PREVIOUS 4. UNDERRUN THIS ORDER 5. UNDERRUN PREVIOUS 6. PROJECT TOTAL $1,259,259.00 684,697.38 $213,217.00 635.974.20 $144,475.00 $1,376,724.18 THE TERMS OF SETTLEMENT OUTUNED ABOVE ARE HEREBY AGREED TO: itifie_44.t.i.031-9,4eac ,3 ?j)2.(p i'' '2/27/2026 Andrew Berg (Feb 27, 2026 0 :29 CST) APP VED: (OWNER: DA APPROVED: (CONTRACTOR) DATE Matt Uibfe/ 02/26/2026 Matt Ebien (Fab 26, 2026 16:39:17 CST) APPROVED: (MODOT) DATE APPROVED: (CONSTRUCTION ENGINEER) dVAV2026 JULIUS KAAZ CONSTRUCTION CO., INC. GENERAL CONTRACTORS PHONE: (913) 682-3550 716 CHEROKEE, P.O. BOX 168 LEAVENWORTH, KANSAS 66048 Change Order Request TAP-3454(401) 1/13/2026 All, FAX: (913) 682-7592 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 Additional Contract Working Days: 10 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, J 9 Jody Kaaz President Cc: File BREAKDOWNS OPTION 1 Description Bid Qty. UM Total Labor Total Equip. Total Material Profit/Overhead Unit Bid Price Total Bid Price Mobilization 1 LS $1,230.00 $2,950.00 $0.00 10% $4,600.00 $4,600.00 Remove & Reuse Rip Rap 233 SY $945.00 $1,145.00 $0.00 10% $9.87 $2,300.00 Remove End Sections 1 LS $925.00 $439.00 $0.00 10% $1,500.00 $1,500.00 Cast In Place Inlet (4'x4'x5') 2.6 CY $4,432.00 $1,534.00 $3,125.00 10% $3,846.15 $10,000.00 Install Storm Sewer Pipe 80 LF $2,734.00 $2,598.00 $2,850.00 10% $112.50 $9,000.00 Finish Grade Slopes 233 SY $670.00 $421.00 $0.00 10% $5.15 $1,200.00 Hydroseeding 1 LS $1,047.00 $320.00 $270.00 10% $1,800.00 $1,800.00 Montage Fence 24 LF $600.00 $155.00 $700.00 10% $1,600.00 $1,600.00 $32,000.00 OPTION 2 Description Bid Qty. UM Total Labor Total Equip. Total Material Profit/Overhead Unit Bid Price Total Bid Price Mobilization 1 LS $1,230.00 $2,950.00 $0.00 10% $4,600.00 $4,600.00 Remove & Reuse Rip Rap 233 SY $945.00 $1,145.00 $0.00 10% $9.87 $2,300.00 Remove End Sections 1 LS $925.00 $439.00 $0.00 10% $1,500.00 $1,500.00 Cast In Place Inlet (4'x4'x5') 2.6 CY $4,432.00 $1,534.00 $3,125.00 10% $3,846.15 $10,000.00 Install Storm Sewer Pipe 110 LF $3,573.00 $3,250.00 $3,450.00 10% $102.73 $11,300.00 Finish Grade Slopes 233 SY $670.00 $421.00 $0.00 10% $5.15 $1,200.00 Hydroseeding 1 LS $1,047.00 $320.00 $270.00 10% $1,800.00 $1,800.00 Montage Fence 24 LF $600.00 $155.00 $700.00 10% $1,600.00 $1,600.00 $34,300.00 OPTION 3 Description Bid Qty. UM Total Labor Total Equip. Total Material Profit/Overhead Unit Bid Price Total Bid Price Mobilization 1 LS $1,230.00 $2,950.00 $0.00 10% $4,600.00 $4,600.00 Remove & Reuse Rip Rap 233 SY $945.00 $1,145.00 $0.00 10% $9.87 $2,300.00 Remove End Sections 1 LS $925.00 $439.00 $0.00 10% $1,500.00 $1,500.00 Cast In Place Inlet (4'x4'x5') 2.6 CY $4,432.00 $1,534.00 $3,125.00 10% $3,846.15 $10,000.00 Install Storm Sewer Pipe 135 LF $4,050.00 $4,232.00 $3,900.00 10% $99.26 $13,400.00 Finish Grade Slopes 233 SY $670.00 $421.00 $0.00 10% $5.15 $1,200.00 Hydroseeding 1 LS $1,047.00 $320.00 $270.00 10% $1,800.00 $1,800.00 Montage Fence 24 LF $600.00 $155.00 $700.00 10% $1,600.00 81,600.00 $36,400.00 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. Cc: File INSTALL T- EROSION / CONTROL LINE H POINT OF INTERSECTION STA: 28+26.70 N:1097871.83 E:2760063.85 k- / POINT OF INTERSECTION STA: 28+56.30 N:1097891.12 E:2760086.31 PRESSURE TRANSDUCER PASS THRU ENCLOSURE TO BE REPLACED. CONDUIT ALONG WINGWALL TO BE PROTECTED SEE NOTE 1 POINT OF INTERSECTION STA: 29+70.31 N:1097935.58 E:2760191.28 POINT OF INTERSECTION STA: 29+44.95 N:1097925.06 E:2760168.21 GRADING LIMITS / / GUARDRAIL TO REMAIN. CONTRACTOR TO PROTECT. EX.. R-O-W LINE I J1 I I IIINSTALL I EROSION / N:1097921.39 CONTROL J \ S( i / / // LINE! Ij ///// E:27601RETAN NG/WALL POINT OF INTERSECTION STA: : 9079931.91 N:1097931.92 E:2760192.87 r i - PRESSURE TRANSDUCER TRANSMITTER BOX TO BE RELOCATED NEXT TO PRESSURE TRANSDUCER PASS THRU ENCLOSURE SEE NOTE 1 POINT OF CURVATURE STA: 30+04.28 N:1097948.63 E:2760222.64 FL AT 'PIPE' END OF END SECTION = 766.36-(.0503*6)=766.06 INSTALL EROSION CONTROL LINE L DF C STA: 30+32.48 N:1097953.50 2760250. VATURE GUARDRAIL CONTRACTOR REMAIN. PROTECT. POINT OF STA: 30+51.2 N:1097956.95 E:2760268.55 NGENCY SLOPE BETWEEN NEW ENDS OF PIPE (766.48-766.06)/140.83=0.0030 (0.3 % ) (THIS IS ENOUGH SLOPE) 4, MASTER TRANSMITTER TO BE PROTECTED SEE NOTE 1 INSTALL 18" FLARED END SECTION STA: 30+90.38 N' 1097980.82 E:2760301.64 FL=766.36 L} C�1TR 0 R•/ E TIN 123/3 N: 1097811.47' E. 2760062.06' Z' 784.09' +EC�EC - -•T -C�_EC ESP / INSTALL - -- / / / RETAINING WALL / - INSTALL ---- BEGIN _ 7,'/_i SEE SHEET 24 / EROSIONRETAINING WALLS / CONTROLE STA: 28+55.05 / / / N:1097887.42 / / / EX. R-O-W LINE E:2760087.84 //� t // // j //// RETAINING WALL / / // / ///// POINT OF INTERSECTION TOp 4.55 / / /// / IRRIGATION NOTE THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING IRRIGATION LINES DURING CONSTRUCTION. RETAINING WALL NOTE NICi4SOCIATES, LLC "300,a c 7 00> � THE CONTRACTOR IS RESPONSIBLE FOR ANY GUARDRAIL / PAVEMENT \ \ REPLACEMENT AND TRAFFIC CONTROL BARRIER IF EXCAVATION FOR THE WALL IMPACTS IMPACTS THE GUARDRAIL OR PAVEMENT. C- EC�TEC ,- RETAINING WALL //. POINT OF INTERSECTION STA: 30+17.29 N:1097950.09 E:2760236.56 EX. SAN. SEWER MH. NO 7 INSTALL RETAINING WALL ,.D RETAINING WALL // 4 B9� STA: 30+42.10 rp�( / j0 4 N:1097948.24 Qf // /E 2 6 2, E:2760260.53 h �j • 60 / �O t' 6 31+00 '•IN OF INTERSE ION STA: 30+80.05 N:1097967.89 E:2760295.15 INSTALL 18" FLARED END STA: 30+44.64 N:1097935.69 E:2760267.05 FL=763.50 INSTALL 221 S.F. RE -USED ROCK DITCH LINER HORIZe},F-„ 20 10 0 20 VERT. SCALE END OF EX. GUARDRAIL STA: 31+27.54 iN: 1097998.22 E:2760334.24 POINT OF INTERSECTION STA: 31+26.85 N: 097983.08 E:2760339.42 REMOVE ROCK DITCH LINING IN AREA OF TRAIL AND STORE FOR RE -USE. POINT OF INTERSECTION STA: 32+32.61 N:1098021.52 E:2760437.94 ADJUST COMMUNICATION MANHOLE TO MATCH TRAIL STA: 31+69.68 N:1098001.06 E:2760378.37 -'l ELF EEC-E ADJUST VALVE TOP TO MATCH TRAIL STA: 31+18.89 N:1097980.98 E:2760331.72 EX. R-O-W LINE o / (766.36 - 763.50) / 56.83 = 0.0503 (5.03%) 7 e INSTALL EROSION CONTROL x/ LINE K / 7 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. REMOVE AND - REPLACE 11 LF OF CURB / (TYPE CG-1) 098081.39 FL AT 'PIPE' END OF END SECTION = 766.29+(.0315 *6)=766.48 POINT OF INT--SECTION A 32+92.45 N:1098041.38 E:2760494.39 CULVERT PIPE AND ROCK DITCH LINING TO REMAIN VIV •N ROAD ) CULVERT PIPE AND ROCK DITCH LINING TO REMAIN 'EX. • LINE F 7L 66.29 ly REPLACE 72 SY OF CONCRETE PAVEMENT REMOVE AND REPLACE 12 LF OF CURB (TYPE CG-1) *** 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 Si CONDUIT ATTACHED TO THE WING WALLS AND TO RELOCATE THE PRESSURE TRANSDUCER TRANSMITTER NEXT TO THE PRESSURE TRANSDUCER PASS THRU ENCLOSURE. REMOVE "ADOPT -A -HIGHWAY" SIGN AND RETURN TO CITY OF RIVERSIDE -STA: 33+22.28 N:1098068.30 E:2760514.80 FL=768.32 INSTALL EROSION CONTROL LINE 0 10 OAT CLEANUP-. (768.32 - 766.29) / 64.5 = 0.0315 (3 15%) ADJUST EXISTING X4p LANDSCAPING AND PROTECT MONUMENT SIGN INSTALL EROSION CONTROL LINE M SIX ZERO, INC LEGEND 924--- - -925- - - 929 - - 930 - POINT OF INTERSECTION STA: 33+91.13 N:1098082.87 E:2760583.92 GRADING LIMITS EX. R-O-W LINE 80 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) i� E� E ECG E Fr• PC.� ECG, EC�EC� ECr+tdy' E -oF-3C�{-� 612.1- INSTALL EROSION / / CONTROL LINE N HAND/CA c spE,f IRRIGATION NOTE THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING IRRIGATION LINES DURING CONSTRUCTION. EXISTING 1' CONTOUR EXISTING 5' CONTOUR PROPOSED 1' CONTOUR PROPOSED 5' CONTOUR 3NIl 8133H s.uor- E py� •r D 2.2 D ' TRA L CL 800 790 90 ` 770 C W -7.04% D m �� m n co r j780 r �� \\�\ .71peo t5 w N 0R000cED w W Z J GRADF rw > ,p m 773.72 - 30,01.15 GROUND ,0 m �� -f. - 2511111111."----J DRUK ------ -8?�%� L- 5 - 770 C.35' -- 6.16' m 2 RO % w 29A1.20 A 760 a w 1.03 pG \ - _ _ ---- 770.17 - 31+88.33_ PRE -C - m v - 789.31 - 31-33.30• (7J BREAK as 6 ui q awn. r 760 0, w+ n 0 < W Q W CI)W V) W V V I- I- 0- a a a 28.06 K 400 QS 5U C) Q2. v _ mr Y 88 m=S w$ w� w: mm wr: v, � d� $ E r r w � � r r$ r rr 7 y t�w LL w LL wu LL wV LL LL w LL U LT w LT wU LT u LT w LL w LT u LT w LT U LT w LL wU LT w LT V LT u LT u LT w LT 29+00 30+00 31+00 32+00 33+00 34+00 MISSOURI CERTIFICATE OF AUTHORITY NO. E-2006023253 EXPIRES: DECEMBER 31, 2024 1700 Swift Ave., Suite 100 III%� C TM North Kansas City, Missouri 64116 •� M C L U R E P 816-756-0444 F 816-756-1763 Ankeny I Carroll I Clive I Fort Dodge North Liberty I Sioux City Macon, MO I Columbia, MO North Kansas City, MO Lenexa, KS NOTICE: McClure EngineeringCo. is not responsible or liable for any issues, claims, damages, or losses collective) Losses' which arise from failure to follow 9 Y ) (collectively these s hi Sarise from failure lu and the engineeringtaiintent they nginee, os' for whichLossessawith fromfctlto obtain and/orer, llowomissions, thsio s, inconsistencies, tor o surveyors' guidance or respectco t any alleged errors, nions IficationsEncies, ambiguities, or conflicts contained within the Plans and Specifications. REVISIONS CHECKED BY ENGINEER DRAWN BY MVE MVE ELM PROJECT INFO 201353-100 CITY OF RIVERSIDE, MO - VIVION RD TRAIL SEGMENT 1 [TAP-3454(401)] RIVERSIDE, PLATTE COUNTY, & KCMO, CLAY COUNTY PLAN AND PROFILE P. �201353-100,04-DRAWINGS\CIVIL\CONSTRUCT ON DOCUMENTS 1201353-1 W PNP.DWG PLOT DATE: 2/18/2025 11:05 AM BY: EMCQUEEN LAYOUT: 24X36 (4) INSTALL EROSION CONTROL LINE H Fe EX. R-O-W LINE INSTALL EROSION CONTROL LINE I J Mg 0 i i i i POINT OF INTERSECTION STA: 28+26.70 N:1097871.83 E:2760063.85 PRESSURE TRANSDUCER PASS THRU ENCLOSURE TO BE REPLACED. CONDUIT ALONG WINGWALL TO BE PROTECTED SEE NOTE 1 /&4�Oj94/ i 'TR' CT TOR. O E E TIN TREE C 2313 IV: 1097811. 47' E: 2760062.06' Z: 784.09' i POINT OF INTERSECTION STA: 28+56.30 N:1097891.12 E:2760086.31 POINT OF INTERSECTION STA: 29+70.31 N:1097935.58 E:2760191.28 POINT OF INTERSECTION STA: 29+44.95 N:1097925.06 E:2760168.21 GRADING LIMITS GUARDRAIL TO REMAIN. CONTRACTOR TO PROTECT. INSTALL RETAINING WALL SEE SHEET 24 7g BEGIN RETAINING WALL / // V_STA: 28+55.05 / / N:1097887.42 / E:2760087.84 / // 1/ // / /�// / ///// T // /// / / / // RETAINING WALL POINT OF INTERSECTION STA: 29+44.55 N:1097921.39 E:2760169.80 CAE INSTALL EROSION CONTROL LINE J / EX. R-O-W LINE / / / / 6 � / // /7/// oe RETAINING WALL POINT OF INTERSECTION STA: 29+69.91 N:1097931.92 E:2760192.87 NIdH ASSOCIATES, LLC IRRIGATION NOTE SSOC ` 0�0 0 1 0 1g8034300 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. // // AP 18 8 8018 / 60 ''//7/ 7, j'622.2' / 10r/2 ,�, / CB PRESSURE TRANSDUCER TRANSMITTER BOX TO BE RELOCATED NEXT TO PRESSURE TRANSDUCER PASS THRU ENCLOSURE SEE NOTE 1 /- RETAINING WALL // ///'/POINT OF INTERSECTION // / / STA: 30+17.29 // //j '� / N:1097950.09\ E:2760236.56 POINT OF CURVATURE STA: 30+04.28 N:1097948.63 E:2760222.64 POINT OF TANGENCY STA: 30+30.71 N:1097953.53 E:2760248.42 INSTALL EROSION CONTROL LINE L EX. SAN. SEWER MH. NO 7 INSTALL RETAINING WALL END RETAINING WALL STA: 30+42.10 N:1097948.24 E:2760260.53 3.6?TO,o OF / S/O/e. / POINT OF CURVATURE STA: 30+32.48 N:1097953.50 E:2760250.19 1 Fte GUARDRAIL TO REMAIN. CONTRACTOR TO PROTECT. POINT OF TANGENCY STA: 30+51.29 N:1097956.95 E:2760268.55 /• ice � �So OF S70/De c9c MASTER TRANSMITTER TO BE PROTECTED SEE NOTE 1 INSTALL 18" FLARED END SECTION STA: 30+90.38 N:1097980.82 E:2760301.64 FL=766.36 N:1097967.89 E:2760295.15 INSTALL 18" RCP CULVERT PIPE EX. R-O-W LINE INSTALL 18" FLARED END SECTION STA: 30+44.64 N:1097935.69 E:2760267.05 FL=763.50 INSTALL 221 S.F. RE -USED ROCK DITCH LINER HORIZ. SCALE 20 10 0 20 VERT. SCALE 7S�J\ o3• 3S S3 --2o END OF EX. GUARDRAIL STA: 31+27.54 N:1097998.22 E:2760334.24 POINT OF INTERSECTION STA: 31+26.85 N:1097983.08 E:2760339.42 REMOVE ROCK DITCH LINING IN AREA OF TRAIL AND STORE FOR RE -USE. POINT OF INTERSECTION STA: 32+32.61 N:1098021.52 E:2760437.94 ADJUST COMMUNICATION MANHOLE TO MATCH TRAIL STA: 31+69.68 N:1098001.06 E:2760378.37 EQ117 EC- E ADJUST VALVE TOP TO MATCH TRAIL STA: 31+18.89 N:1097980.98 E:2760331.72 EX. R-O-W LINE,/ / N / N: 1098081. 39' E: 2760399.28' Z: 768.63' POINT OF INTERSECTION STA: 32+92.45 N:1098041.38 E:2760494.39 CULVERT PIPE AND ROCK DITCH LINING I TO REMAIN 11 VIVION ROAD ECG =EC INSTALL EROSION CONTROL /� F / LINE K / • REMOVE AND REPLACE 11 LF OF CURB (TYPE CG-1) 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. CULVERT PIPE AND ROCK DITCH LINING TO REMAIN EX. R-O-W LINE - 71RIVF T-. REPLACE 72 SY OF CONCRETE PAVEMENT REMOVE AND REPLACE 12 LF OF CURB (TYPE CG-1) *** 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. REMOVE "ADOPT -A -HIGHWAY" SIGN AND RETURN TO CITY OF RIVERSIDE STA: 33+22.28 N:1098068.30 E:2760514.80 INSTALL EROSION CONTROL LINE 0 POINT OF INTERSECTION STA: 33+91.13 N:1098082.87 E:2760583.92 17 GRADING LIMITS \ -TOP OF SLIPEN EX. R-O-W LINE ---- - -�-- EC0'EIra ` gf :+�I ADJUST EXISTING �ORe LANDSCAPING AND PROTECT MONUMENT SIGN INSTALL EROSION CONTROL LINE M SIX ZERO, INC LEGEND ---924-- - -925- - 929 930 ADJUST ELEVATION OF EXISTING JUNCTION BOX TO MATCH TRAIL ELEVATION (CONTRACTOR TO COORDINATE WITH UTILITY) EC_ EC- EC-` E 1 wok_ _ INSTALL EROSION CONTROL LINE N HANDICA' C0 I siDq �TF IRRIGATION NOTE THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING IRRIGATION LINES DURING CONSTRUCTION. EXISTING 1' CONTOUR EXISTING 5' CONTOUR PROPOSED 1' CONTOUR PROPOSED 5' CONTOUR P OF SLOP NI1HOJVW i i i 8 lHS aS ADJUST ELEVATION OF EXISTING JUNCTION BOX TO MATCH TRAIL ELEVATION (CONTRACTOR TO COORDINATE WITH UTILITY) BOTTOM OF SLOPE 800 O L.O U O & _ 800 790 790 co D m Lu m i r 780 °°co 1 780 L \\ `+° X a wLt IA N CO W J \�--o --mummer GRADE r-- >_ 4.55%- -. No, coo Y ` . + a • M W e o - -0 - _ ( a °ram' 3 773.72 - 30+01.15 1 1 • ' Pp '� m m 'I `� cd _ ___� __ BREAKlir 4 Q ..�ryQ 'i 770 rn `51.16 + co m m 2. I° o Iii ,r.% 770 + 1.29%i.20 ° + o- \M J J 1.03% _ r` �rn 1 N N �� imi- _ 770.17 - 32+66.33_ N. 6 o) �� f-cNi I ��� _��- N Mi. BREAK + coN NN MM c�i N. ���---_ °o ++ r` - + CN + _769.32 - 32-33.30 BREAK 0 M - CO ao N C n 66 ■ % a 0_ co O n r, ■ co cd co r. 760 .' co 760 AG:763.5 Q w - w U) w V ► 1- ____> CL . 0_ :1 . N. co - . K. 3 00 v r rn SO 00 c LO p In 0) o .1: r � L� r I- 0 - co M06 ��y r U) 1n c`coocci,p Li Un ao r ~ o O co Crfoo co 00 fir . I�p ti �c�.� tic°° N CO CD CO. au ti N- Od ti C� N. F- f�co f� M1 I� f� cv cv (O ti ti ti N- cD c� c� co c� N- N- ti (flcsi cfl ti N. F- �c ti r- I� N- N- I� r ti i- ti r- N- N- u C7 LL W C7 u LL W C7 U 0 C rb C7Z') C7Z') (� U CTO C'r0 &ti LL W LL W LL W LL W LL LL1 LL W LL W LL W LL W a 0-0 C7Z) C7Z) o b w LL W LL W LL W LL W LL W 0 w LL W C7 w LL W C7 V LL W 0 CJ LL W C7 W LL W C7 w IL W 0 b O W LL W LL W C7 LL �0 29+00 30+00 31+00 32+00 33+00 34+00 MISSOURI CERTIFICATE OF AUTHORITY NO. E-2006023253 EXPIRES: DECEMBER 31, 2024 1110Z MCCLURETM 1700 Swift Ave., Suite 100 North Kansas City, Missouri 64116 P 816-756-0444 F 816-756-1763 Ankeny I Carroll I Clive I Fort Dodge North Liberty I Sioux City Macon, MO I Columbia, MO North Kansas City, MO Lenexa, KS NOTICE: McClure Engineering Co. is not responsible or liable for any issues, claims, damages, or losses (collectively, "Losses") which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for Losses which arise from failure to obtain and/or follow the engineers' or surveyors' guidance with respect to any alleged errors, omissions, inconsistencies, ambiguities, or conflicts contained within the Plans and Specifications. REVISIONS CHECKED BY ENGINEER DRAWN BY MVE MVE ELM PROJECT INFO 201353-100 CITY OF RIVERSIDE, MO - VIVION RD TRAIL SEGMENT 1 [TAP-3454(401)] RIVERSIDE, PLATTE COUNTY, & KCMO, CLAY COUNTY PLAN AND PROFILE P:\201353-100\04-DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\201353-100 PNP.DWG DRAWING NO. 8 OF 41 800 800 790 790 790 790 z w w 0 U 3 w CO LEGEND EX R/W EX BOC EX EA 800 800 790 790 780 6 G. 7 780 770 800 CO N CO cD r X w a -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 STA. = 28+25.00 770 800 790 790 780 780 770 770 rn CO ti 760 I I N CO X w II a 760 - 30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 STA. = 28+50.00 800 800 790 780 770 760 750 = EXISTING RIGHT-OF-WAY = EXISTING BACK OF CURB = EXISTING EDGE OF ASPHALT = EXISTING GRADE = PROPOSED GRADE - 30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 STA. = 28+75.00 790 780 770 760 750 790 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 STA. = 29+00.00 UIT 790 780 770 760 750 790 780 780 \ 1 1 770 1 770 760 760 AT& TC ON UIT 750 750 rn� .o MN.: Xcc 740 w a 740 - 30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 STA. = 29+25.00 790 790 780 780 770 -71 760 1 i 770 760 750 AT& T CON CO 740 I ' X ti II w� a I 750 UIT 740 - 30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 STA. = 29+50.00 HORIZ. SCALE 20 10 0 20 VERT. SCALE 10 5 0 10 780 780 770 770 760 760 750 750 740 790 0 V AT& TG ON X w a -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 STA. = 29+75.00 UIT 740 790 780 780 770 770 760 760 750 750 740 X w 0 r` Yr) ti ti II •AT£T GON a UIT 740 - 30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 STA. = 30+00.00 790 790 780 �780 770 13 -1 770 760 N 760 750 nkTBt$ C NC UIT 750 740 0 o6 0 N X w II TE a 740 - 30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 STA. = 30+25.00 780 780 770 8' 1 770 760 N X 760 750 740 790 TORM SAN I I AID Y S EVVEK L ri 0 1- r` X" W a INE 750 INt -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 STA. = 30+50.00 740 790 780 780 770 770 760 6.•1 7— F 750 —510 km 760 _INt cAN I TAP,Y SEW LR L INE 750 740 a 740 - 30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 STA. = 30+75.00 780 780 770 770 760 7 760 0 CO 750 I ' X b II wo_ I 750 - 30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 STA. = 31+00.00 01011111//1/4 ...... �Q..11lIATTHEV .° . Co: VAUGHN * EBLEN ,o ; _ NUMBER 00200 ) 598; •' :II I MATTHEW VAUGHN EBLEN PE-2002000598 08/27/2024 MISSOURI CERTIFICATE OF AUTHORITY NO. E-2006023253 EXPIRES: DECEMBER 31, 2024 1110: MCCLURETM 1700 Swift Ave., Suite 100 North Kansas City, Missouri 64116 P 816-756-0444 F 816-756-1763 Ankeny I Carroll I Clive I Fort Dodge North Liberty I Sioux City Macon, MO I Columbia, MO North Kansas City, MO Lenexa, KS NOTICE: McClure Engineering Co. is not responsible or liable for any issues, claims, damages, or losses (collectively, "Losses") which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for Losses which arise from failure to obtain and/or follow the engineers' or surveyors' guidance with respect to any alleged errors, omissions, inconsistencies, ambiguities, or conflicts contained within the Plans and Specifications. REVISIONS CHECKED BY ENGINEER DRAWN BY MVE MVE ELM PROJECT INFO 201353-100 CITY OF RIVERSIDE, MO - VIVION RD TRAIL SEGMENT 1 [TAP-3454(401)] RIVERSIDE, PLATTE COUNTY, & KCMO, CLAY COUNTY CROSS SECTIONS P:\201353-100\04-DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\201353-100 XSEC.DWG DRAWING NO. 17 OF 41 790 790 z w w 0 U 3 w co 0 w X 1- O J LEGEND EX R/W EX BOC EX EA 780 780 770 770 760 3• 7 760 0 0 750 n 0 r. 0 X w 0 750 - 30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 STA. = 31+25.00 780 780 770 770 760 760 750 780 750 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 STA. = 31+50.00 780 770 770 760 760 750 0) r 0 X w M CO CO a 750 = EXISTING RIGHT-OF-WAY = EXISTING BACK OF CURB = EXISTING EDGE OF ASPHALT = EXISTING GRADE =PROPOSED GRADE - 30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 STA. = 31+75.00 1110: MCCLURETM 1700 Swift Ave., Suite 100 North Kansas City, Missouri 64116 P 816-756-0444 F 816-756-1763 Ankeny 1 Carroll 1 Clive 1 Fort Dodge North Liberty 1 Sioux City Macon, MO 1 Columbia, MO North Kansas City, MO Lenexa, KS 780 780 770 760 770 760 750 0 0 w O 750 - 30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 STA. = 32+00.001 790 790 780 780 770 760 770 760 750 CT) 0 CO 0 790 X n w0_ a -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 STA. = 32+25.00 750 790 780 780 770 )/n 00 770 760 760 750 CO a, X w O) 0 ti CC a 750 - 30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 STA. = 32+50.00 DRIVE 3 NOTICE: McClure Engineering Co. is not responsible or liable for any issues, claims, damages, or losses (collectively, "Losses") which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for Losses which arise from failure to obtain and/or follow the engineers' or surveyors' guidance with respect to any alleged errors, omissions, inconsistencies, ambiguities, or conflicts contained within the Plans and Specifications. 780 780 770 760 770 760 750 r, ri. 1 r) X� w ✓ O 750 - 30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 STA. = 32+75.00 790 790 780 780 770 bc] 770 760 760 750 790 750 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 STA. = 33+00.00 790 780 780 770 770 760 w iz a 760 - 30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 HORIZ. SCALE 20 10 0 20 VERT. SCALE 10 5 0 10 REVISIONS CHECKED BY ENGINEER DRAWN BY MVE MVE ELM PROJECT INFO 201353-100 STA. = 33+25.00 790 790 780 780 770 770 760 790 r r• r- X Et w 760 - 30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 STA. = 33+50.001 790 780 770 760 780 770 rj 790 a -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 STA. = 33+75.00 760 790 780 780 770 770 760 N-c° w CC a 760 - 30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 STA. = 34+00.00 CITY OF RIVERSIDE, MO - VIVION RD TRAIL SEGMENT 1 [TAP-3454(401)] RIVERSIDE, PLATTE COUNTY, & KCMO, CLAY COUNTY CROSS SECTIONS P:\201353-100\04-DRAWINGS\CIVIL\CONSTRUCTION DOCUMENTS\201353-100 XSEC.DWG 40!. l tio /�/ /Q;i 1ATTHEW*%. . Cj: VAUGHN 1 :47* ? EBLEN -o . _ NUMBER f - 10211598 ?s , //111111.0# MATTHEW VAUGHN EBLEN PE-2002000598 08/27/2024 MISSOURI CERTIFICATE OF AUTHORITY NO. E-2006023253 EXPIRES: DECEMBER 31, 2024 DRAWING NO. 18 OF 41 ADS, Inc. Drainage Handbook Specifications • 1-5 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 95% 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 4 6 8 10 12 15 18 24 30 (100) (150) (200) (250) (300) (375) (450) (600) (750) 4.8 6.9 9.1 11.4 14.5 18 22 28 36 (122) (175) (231) (290) (368) (457) (559) (711) (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 **AII diameters available with or without perforations. © ADS, Inc., December 2023 JULIUS KAAZ PH: ATTN: CONSTRUCTION CO. INCORPORATED GENERAL CONTRACTORS 816-756-0444 McClure Engineering Julius Kaaz Construction Co., Inc. 716 Cherokee St. Leavenworth, KS 66048 PH#: 913-682-3550 www.jkaaz.com TRANSMITTAL #: DATE: January 24, 2025 CONTRACT #:TAP-3454(401) 1 FROM: Andrew Berg LITEM BEING SENT Contrac Request for Info. Proposal Request Shop Drawings As-Builts Plans & Spec.'s Change Order Schedule Samples Submittals ITEM SUBMITTED FOR For Approval For Your Use ACTION TAKEN Approved as Submitted Approved as Noted As Requested Revise and Resubmit For Review and Comment For Bid Item COPY DATE DESCRIPTION Approved Approved As Noted Rejected 9,10,19,20,24 1/24/2025 Ready Mix Design - Geiger Ready Mix REMARKS: Building Materials Since 1892 Submittal # 810 01/23/2025 Customer: 3680 - J. Kaaz Construction Co., Inc. Project Name: 41080 - RIVERSIDE VIVION RD TRAIL SEGMENT 1 Project Description: Dear Andrew Berg 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 currentASTM standards and evaluated per ACI standards and practices. The mix(es) submitted for approval are as follows: Mix Code Mix Description W / CM Slump Tolerance Air Tolerance KC4KBEK60Q KCMMB 4K (5-7" SLUMP) SLAG TR 0.42 6 1 6.50 1.50 Usage - TRAIL KC4KBEK40Q KCMMB 4K (3-5" SLUMP) SLAG TR 0.42 4 1 6.50 1.50 Usage - TRAIL KCMO610X KCMO WA610-3/4-4.40 HD TRI BLEND 0.40 4 1 7.00 1.50 Usage - DRIVEWAY/CITY CURB MO2BCBCURB CLASS B C A/E 50/50 CURB 0.42 2 1 6.00 1.50 Usage - MODOT HAND FINISH CURB A400536V447 WA536-3/4-4.47 (456+80C) CO2 0.47 4 1 6.00 1.50 Usage - FOOTING/RETAINING WALL KCMOFLOA KCMO TYPE A FLOWFILL (150) 2.67 FLOWABLE 3.00 1.00 Usage - KCMO FILL SLURRYBC1470 SLURRY (600+870C) 0.68 FLOWABLE 10.00 2.00 Usage - PIPE ABANDON 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. In order to insure accuracy, concrete should be ordered by the designated mix code. 1992 - 2025 Quadrel, Inc. Pagel Quadrel iService SM Building Materials Since 1892 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 OPTIONAL PRODUCTS Brenda Lowe General Manager Inside Sales 4318 Speaker Rd Kansas City, KS 66106 (913) 281-0666 brendalowe(a�geicierreadymix.com 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 1992 - 2025 Quadrel, Inc. Page3 Quadrel iService SM Building Materials Since 1892 Submittal # 810 Date: 01/23/2025 Mix Code: A400536V447 Description: WA536-3/4-4.47 (456+80C) CO2 Customer: Contact Office Phone Project Name: Project Contact Usage/Placement 3680 - J. Kaaz Construction Co., Inc. Andrew Berg 913-764-4446 41080 - RIVERSIDE VIVION RD TRAIL SEGMENT 1 Andrew Berg FOOTING/RETAINING WALL Design Tolerance Air Content 6.0 1.50 Slump 4 1 Design Strength 4000 psi Unit Weight 142.9 lb/ft3 W/C Ratio 0.47 Material Type Description Source ASTM Design Quantity Specific Gravity Volume (ft3) Cement BUZ_IL BUZZI UNICEM USA- Cape ( C595 4561b 3.13 2.33 Fly Ash Coarse Aggregate C_FLYASH FLYASH-CLASS C C618 80 lb 2.64 0.49 2.68 10.68 CC_3/4 MMM C33 1,7881b Fine Aggregate SAND KS HSG C33 1,290 lb 2.61 7.91 Water WATER CITY C1602 2501b 1.00 4.01 Admixture ADVA140 GCP Applied Technologies C494 4.0 dose - - Admixture AIR GCP Applied Technologies C260 0.8 dose - - CO2 CarbonCure 2.1 dose - - Air Content 6.00 % - 1.62 Yield 3864 Ib. - 27.00 NOTES Prepared By: A600536V447 - ADVA 140M DOSAGE RATE WILL BE INCREASED TO ACHIEVE A 6" SLUMP MAXIMUM A800536W447 - ADVACAST 600, A HIGH RANGE WATER REDUCER, WILL BE USED TO ACHIEVE AN 8" SLUMP MAXIMUM GEIGER-BRENDA LOWE General Manager Inside Sales 1992 - 2025 Quadrel, Inc. Pagel 3 Quadrel iService SM Date: 1/23/2025 Mix Name: A400536V447 PSI 9000 8000 7000 6000 5000 4000 3000 Strength and Strength Fit vs Maturity r 2000 0 200 400 600 No. Of Avg Tests Slump 9000 8000 7000 6000 5000 4000 3000 2000 800 1000 1200 1400 Maturity Hours Avg Air PSI # of Occ. Histogram for 28 Day Strength 14.00 12.00 10.00 8.00 6.00 4.00 2.00 lA 0.00 n' Units : US %/PSI 0.06 0.05 0.04 0.03 0.03 0.02 0.01 ---SIMI 0.00 3500 4000 21500 5000 5500 6000 6500 7000 7500 8000 STRENGTH SUMMARY, Compression Strengths Avg 7 Avg 28 Avg 56 Day Day Day PSI 95% of tests lie above cross -hatched area Either 4" x 8" Or 6" x 12" Avg Acc Age Accept Age Std Dev 30 5.01 Batch Number Date 7.34 4310 5500 5910 5500 28 670 DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Slump Spread Flow Air Strengths 7 Day 28 Day 56 Day Acc Age Acc Acc Age Age Run Avg 3 10770 10716 14743 14664 20142 32190 49426 51544 55424 56088 58632 58531 60112 61858 62712 66889 67420 74947 76556 78859 84645 87343 87534 9/18/2023 9/18/2023 9/27/2023 9/27/2023 10/9/2023 11/10/2023 1/30/2024 2/7/2024 2/21/2024 2/22/2024 3/1/2024 3/1/2024 3/6/2024 3/12/2024 3/14/2024 3/27/2024 3/28/2024 4/17/2024 4/23/2024 5/1/2024 5/21/2024 5/29/2024 5/29/2024 4.75 2.00 2.00 6.50 2.00 6.50 5.00 4.00 5.00 5.00 4.50 5.50 4.50 8.00 3.25 5.00 5.00 6.25 7.50 4.50 6.00 5.00 5.25 8.00 9.00 7.80 8.50 9.00 6.60 5.60 7.50 9.00 8.50 7.60 6.10 9.00 1.00 5.00 7.80 5.50 6.20 4.80 9.50 8.50 7.00 5.50 4760 4210 4710 4240 3910 4140 4040 4520 4260 4940 4260 4350 4090 4370 4710 5090 4240 4040 3610 4350 4090 5170 5940 5180 5700 5220 4810 5500 5470 5850 5110 6090 5360 5220 4880 5330 6430 5940 5190 5110 7920 4770 5500 5390 6550 6380 5510 6070 5690 5250 6200 6110 6190 5620 6740 6040 5020 5170 6960 6460 5850 5760 5230 5670 5750 6700 5940 5180 5700 5220 4810 5500 5470 5850 5110 6090 5360 5220 4880 5330 6430 5940 5190 5110 7920 4770 5500 5390 6550 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 5610 5370 5240 5180 5260 5610 5470 5680 5520 5560 5150 5140 5550 5900 5850 5410 6070 5930 6060 5220 5810 1992 - 2025 Quadrel, Inc. Page14 Quadrel iService SM Batch Number Date DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Slump Spread Flow Air Strengths Acc Acc Age 7 Day 28 Day 56 Day Acc Age Age Run Avg 3 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 1992 - 2025 Quadrel, Inc. Page15 Quadrel iService SM Buzzi Unicem USA MILL CERTIFICATION REPORT PORTLAND-LIMESTONE CEMENT - TYPE IL(10) Certification Date: 08/27/2024 Cement Type: IL(10) Laboratory: Cape Girardeau Plant Month of: July, 2024 For: Buzzi Unicem USA We hereby certify that this cement complies with current ASTM C595 Specifications. The data presented below is the average of the cement that was shipped. ASTM STANDARD REQUIREMENTS CHEMICAL DATA S03-% Loss on Ignition - % CO2 in Cement - % Limestone - % CaCO3 in Limestone - Na2O Equivalent - % PHYSICAL DATA max 3.0*** max 10.0 A max 15.0 min 70 A Fineness - Blaine - m2/kg A -325 sieve -% A Autoclave Expansion % Time of Set - Initial Vicat (minutes) Air Content % max 0.80 min -0.20 min 45 max 420 max 12 Compressive Strength: 1 day - psi (MPa) A 3 day - psi (MPa) 1890 (13.0 ) 7 day - psi (MPa) 2900 (20.0 ) 28 day - psi (MPa) 3620 { 25.0 ) Specific Gravity A Moderate Sulfate Resistance max 0.10 Heat Of Hydration (3 day) A Heat Of Hydration (7 day) A SPEC. # ASTM C-114 ASTM C-114 ASTM C-114 ASTM C-150 ASTM C-150 ASTM C-595 ASTM C-204 ASTM C-430 ASTM C-151 ASTM C-191 ASTM C-185 ASTM C-109 ASTM C-188 ASTM C-1012 ASTM C-1702 ASTM C-1702 MILL CERTIFICATION VALUES CHEMICAL DATA S03-% Loss on Ignition - 0O2 in Cement - % Limestone - % CaCO3 in Limestone - Na2O Equivalent - PHYSICAL DATA Fineness - Blaine - m2/kg - 325 sieve - Autoclave Expansion % Time of Set - Initial Vicat Initial (minutes) Air Content % 2.6 5.2 4.3 11.4 85 0.44 428 90.7 0.08 110 7.5 Compressive Strength: 1 day - psi (MPa) 2140 ( 14.8 ) 3 day - psi (MPa) 3840 ( 26.5 ) 7 day - psi (MPa) 4860 ( 33.5 ) 28 day - psi (MPa) (Previous Month) 6380 ( 44.0 ) Specific Gravity Moderate Sulfate Resistance Heat Of Hydration (3 day) - cal/g Heat Of Hydration (7 day) - cal/g By�..�. Sam Brewer - Quality Supervisor /lot applicable. 11 ispern rsibk to exceed the rakes for S03cenlent praidedthat the MnrtarBar fxpansianMNdoes not exceed 0.070R'at 14dap. BUZZI UNICEM USA, Cape Girardeau Plant 2524 South Sprigg Street, Cape Girardeu, MO. 63703, P.O. Box 520, Cape Girardeau, MO 63702.0520, Phone 573.335.5591 3.13 TBD 69.7 83.1 SKYWAY CEMENT COMPANY Material Certification Report Brand: Material: Grade: Date Range: Lot Number: Skyway Cement Slag Cement 100 July 1-31, 2024 Multiple Lots Certification This cement meets the requirements of ASTM C989 and AASHTO M302 specifications for Grade 100 slag cement. Supplier: Address: General Information Skyway Cement Company LLC. Source Location: Skyway Cement Company LLC. 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 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 Chemical Physical Item Sulfide S (%) Sulfate Ion - S03 (%) Aluminum Oxide (%) Chloride - CL (%) Total Alkalies as Na20 (%) LimitA Result 2.5 max 0.86 0.11 9.26 0.06 0.50 Item LimitA Result +45 pm (No. 325) Sieve (%) 20 max 0.68 Blaine Fineness (m2/kg) 576 Air Content (%) 12 max 4.85 Slag Activity Index (%) Avg 7 Day Index Avg 28 Day Index Compressive Strength - psi: Slag + Reference Cement 7 Day 28 Day 95 min 74 106 3173 5606 Notes "Dashes 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. Quality Manager �w KEPE - MATERIALS LAB Kansas City Performance Center 15100 E. Courtney Atherton Rd. Sugar Creek, MO 64056 Phone: (816)257-4093 Fax: (816)257-5930 CHEMICAL ANALYSES Analysis SiO2 (silicon dioxide), % REPORT DATE FLY ASH SOURCE COMPOSITE START DATE COMPOSITE END DATE SAMPLE IDENTIFICATION Value 38.67 04/25/2024 LaCygne unit 2 3/1/2024 11:00:00 AM 3/31/2024 11:00:00 AM LA2240301-0331 ASTM C 618 AASHTO M295 CLASS C CLASS C A1203 (aluminum oxide), % 18.37 Fe2O3 (iron oxide), % 5.85 Si02+A1203+Fe2O3, % 62.89 50 min 50 min CaO (calcium oxide), % MgO (magnesium oxide), % S03 (sulfur trioxide), % Moisture content, % Loss On Ignition, % 25.01 4.39 1.64 0.21 0.30 >18.0 5.0 max 3.0 max 6.0 max 5.0 max 3.0 max 5.0 max Na2O (sodium oxide), % 1.35 K20 (potassium oxide), % PHYSICAL ANALYSES Fineness, amount retained on #325 sieve, % variation, points from average Density, g/cm3 0.51 11.0 -0.8 2.68 34 max 5 max 34 max 5 max variation from average, % 0.1 5 max 5 max Strength Activity Index with Portland Cement at 7 days, % of cement control Water Requirement, % of cement control Soundness, autoclave expansion or contraction, % 113 93 0.03 105 max 0.8 max 105 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. `-----7)7r)/(4-el--.1% Tina M. Tucholski KCPC Laboratory Manager 04/25/2024 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. ASH GROVE CEMENT COMPANY ACRR COMPA NY Chanute Plant 1801 North Santa Fe Chanute, Kansas 66720 Phone #: (620)-433-3569 Type: Pozzolan Production Period June 1, 2024 ASTM C618/C618M REQUIREMENTS June 30, 2024 Date: July 9, 2024 CHEMICAL Item Test Result ASTM C618 Limits Class N Class F Class C SiO2 (%) A1203 (%) Fe203 (%) Sum (Si02 + A1203 + Fe203) Ca0 (%) Mg0 (%) S03 (%) Na20 (%) K20 (%) Equivalent alkalies (%) Moisture content (%) Loss on ignition (%) 43.5 20.4 17.9 81.8 6.7 0.6 1.7 0.9 1.9 2.2 0.2 1.8 A A A A A A A A A 70.0 min 50.0 min 50.0 min A 18.0 max >18.0 A A A 4.0 max 5.0 max 5.0 max A A A A A A A A A 3.0 max 3.0 max 3.0 max 10.0 max 6.0 max 6.0 max PHYSICAL Item Test Result ASTM C618 Limits Class N Class F Class C Fineness, No. 325 sieve (% retained) 2 34 max 34 max 34 max Density (g/cm3) 2.73 A A A Strength activity index Ratio to control @ 7 days 83 75 min 75 min 75 min Ratio to control @ 28 daysB 96 75 min 75 min 75 min Water requirement (% of control) 99 115 max 105 max 105 max 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. Signature: 7ridaddi g14# Title: Quality Control Manager Name: Michae Greif 9 UES.M Client Name: Holliday Sand & Stone Project No.: J030299.02 Report Date: 1/2/2025 Address: 9660 Legler Road Lab No.: 4467 Lenexa, KS 66219 Sample Location: Plant #3 - Frisbee Road Project Name: Location: 2024 On -Call Testing Sampled By: Tested By: Client Date: 11/14/2024 Aggregate Source: KS Pit Sand Aggregate Type: C33 A. Coates/ K. Boord Date: 12/12/2024 Reviewed By: Sieve Analysis, ASTM C136 Sieve Size X Passing Specification ASTM C-33 FA -A Retained % Accumulative Min Max 6" 5" 4" 3" 2" 1-1/2" 1" 3/4" 1/2" 3/8" 100 100 # 4 100 95 100 # 8 91 80 100 # 10 # 16 71 50 85 # 20 # 30 41 25 60 # 40 # 50 16 5 30 # 80 # 100 3 0 10 # 200 0.7 0 3.0 Fineness Modulus 2.78 2.30-3.10 Max spread between sieves 30 S. Biritz Test Standards are ASTM unless otherwise noted Test Standard Results Dry Rodded Unit Wt, Method A C29 Density pcf 115 Voids 29 Organic Content C40 <1 Lighter than 3 Clay Lumps & Friable Particles, % C142 0.0 s 3.0 % Coal & Lignite C123 0.0 5 0.5 Sample Mass 218.5 - g Zinc Chloride & Water Specific Gravity of Liquid (2.0) Water Soluble Chloride Content T260 0.001 Sand Equivalent Value D2419 97 Soundness - Mg Sulfate, % Loss C88 4.75mm to 2.36mm 3 2.36mm to 1.18mm 3 1.18mm to No.30 2 No. 30 to No. 50 2 Weighted Average 3 15 Max Specific Gravity Absorption, % C128 0.5 3.0 Max Bulk, Dry C128 2.601 Bulk, SSD C128 2.614 Apparent C128 2.631 Angela D. Coa es, Laboratory Supervisor 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. Comments: AASHTO T260 -Water Soluble Chloride Content test is performed by American Engineering & Testing BOWSER-MORNER, INC. Delivery Address: 4518 Taylorsville Road • Dayton, Ohio 45424 Mailing Address: P. O. Box 51 • Dayton, Ohio 45401 Report To: AASHTO/ISO 17025 Accredited • USACE Validated LABORATORY REPORT Martin Marietta Aggregates Attn: Bill Beggs 7381 W. 133rd St., Suite 401 Overland Park, KS 66213 ♦` INDEPENDENCE Report Date: Job No.: Report No.: No. of Pages: March 13, 2024 213297 608961 4 Report On: Quality Analysis of One No. 57/67 3/4" Concrete Crushed Limestone Sample Source: Randolph Mine — Cedar Valley Ledge Application: P-501 Portland Cement Concrete Pavement On November 10, 2023, one sample of No. 57/67 3/4" concrete crushed limestone was submitted for quality analysis from the above referenced source/project. Testing was performed as specified by the client and in accordance with procedures detailed in ASTM C33 Class 5S and/or FAA P-501 as applicable. Other index properties, i.e. specific gravity, absorption, etc., were also determined. Results are detailed on the attached data sheets. Should you have any questions, or if we may be of further service, please contact me at (937) 236-8805, extension 322. KAF/bwt 608961 1-File 1-bill.beggs@martinmarietta.com Respectfully submitted, BOWSER-MORNER, INC. Karl A. Fletcher Vice President Director of Laboratory Services All Reports Remain The Confidential Property OfBOWSER-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 towww.bowser-morner.cons/accreditationsfor reviews. Report To: Source: Sample ID: Martin Marietta Aggregates Randolph Mine — Cedar Valley Ledge BMI Job No.: 213297 BMI Report No.: 608961 No. 57/67 3/4" Concrete Crushed Limestone TABLE I Sieve Analysis and Decantation (ASTM C 136, C 117) Sieve Size Percent Passing Specifications, % Passing No. 57 ASTM C 33 No. 67 ASTM C 33 FAA P-501 (1" to No. 4) 1 1/2" 100 100 --- 100 1" 100 95-100 100 95-100 3/4" 93 --- 90-100 --- 1/2" 49 25-60 --- 25-60 3/8" 27 --- 20-55 --- No. 4 3 0-10 0-10 0-10 No. 8 2 0-5 0-5 0-5 No. 200 Decant, %: 1.3* 1.0/1.51 1.0/1.51 1.0 March 13, 2024 ASTM C 33, Table 3, Footnote C — The percent passing the No. 200 sieve is permitted to be increased to 1.5% if the material is essentially free of clay and shale. *Does not meet one or more specifications Page 2 +0 BOWSER 4:j4+ MORNER Report To: Source: Martin Marietta Aggregates Randolph Mine — Cedar Valley Ledge BMI Job No.: 213297 BMI Report No.: 608961 Sample ID: No. 57/67 3/4" Concrete Crushed Limestone TABLE II General Quality Parameters Test Parameter Test Method Results Specifications, % Max. ASTM C 33 Class 5S FAA P-501 Los Angeles Abrasion - Grading B, %: ASTM C 131 26.2 50.0 40 Five Cycle Sodium Sulfate Soundness, %: ASTM C 88 5.1 12.0 12 Clay Lumps and Friable Particles, %: ASTM C 142 0.1 2.0 1.0 Material Finer Than No. 200 Sieve, %: ASTM C 117 1.3* 1.0/1.51 1.0 Total Lightweight Particles at 2.00 Gs, %: ASTM C 123 0.0 0.5 0.5 Lightweight Chert at 2.40 Gs, %: ASTM C 123 0.0 3.0 1.0 Sum of Clay Lumps and Ltwt. Chert @ 2.40 Gs, %: ASTM C 142/C123 0.1 3.0 --- Total Chert, %: ASTM C 295 0.7 --- --- Flat and Elongated (5:1), %: ASTM D 4791(A) 0 --- 8 Fractured Particles, %: ASTM D 5821 100 --- --- Dry-Rodded Bulk Density, pcf: ASTM C 29 99.4 --- --- Dry-Rodded Bulk Density, tcy: ASTM C 29 1.342 --- --- Loose Bulk Density, pcf: ASTM C 29 92.1 --- --- Loose Bulk Density, tcy: ASTM C 29 1.243 --- --- Bulk Dry Specific Gravity: ASTM C 127 2.666 --- --- Bulk SSD Specific Gravity: ASTM C 127 2.685 --- --- Apparent Specific Gravity: ASTM C 127 2.719 --- --- Absorption, %: ASTM C 127 0.7 --- --- t ASTMC 33, Table 3, Footnote C — The percent passing the No. 200 sieve is permitted to be increased to 1.5% if the material is essentially free of clay and shale. *Does not meet one or more specifications March 13, 2024 Page 3 .4t, BOWSER :40d MORNER Report To: Source: Martin Marietta Aggregates Randolph Mine - Cedar Valley Ledge BMI Job No.: 213297 BMI Report No.: 608961 Sample ID: No. 57/67 3/4" Concrete Crushed Limestone TABLE III Five Cycle Sodium Sulfate Soundness (ASTM C 88) Size Fraction Percent Loss Gradation Factor Weighted Percent Loss ASTM C 33 Class 5S Specifications, % Max. 1" to 3/4" 8.30 0.074 0.61 --- 3/4" to 1/2" 5.83 0.433 2.52 --- 1/2" to 3/8" 6.25 0.220 1.38 --- 3/8" to No. 4 2.26 0.273 0.62 --- Total --- --- 5.1 12.0 TABLE IV Visual Deleterious Examination. No other categories were observed visually. Percentages as percent of size fraction, un-weighted for gradation. Size Fraction Clay Lumps & Friable Ltwt. Chert at 2.40 Gs Sum of Preceding Total Chert Ltwt. @ 2.00 Gs F&E (5:1)A 1" to 3/4" 0.06 0.00 0.06 1.42 0.00 n/a 3/4" to 1/2" 0.05 0.00 0.05 0.47 0.00 0.00 1/2" to 3/8" 0.09 0.00 0.09 0.99 0.00 0.00 3/8" to No. 4 0.12 0.00 0.12 0.78 0.00 n/a TABLE V Deleterious Material. Corrected for as -received gradation. Size Fraction Clay Lumps & Friable Ltwt. Chert at 2.40 Gs Sum of Preceding Total Chert Ltwt. @ 2.00 Gs F&E (5:1)A 1" to 3/4" 0.00 0.00 0.00 0.10 0.00 n/a 3/4" to 1/2" 0.02 0.00 0.02 0.20 0.00 0.00 1/2" to 3/8" 0.02 0.00 0.02 0.22 0.00 0.00 3/8" to No. 4 0.03 0.00 0.03 0.21 0.00 n/a Totals 0.1 0.0 0.1 0.7 0.0 0 ASTM C 33 5S: 2.0 3.0 3.0 --- 0.5 --- FAA P-501: 1.0 1.0 --- --- 0.5 8 March 13, 2024 Page 4 y BOWSER 4:e MORNER BOWSER-MORNER, INC. Delivery Address: 4518 Taylorsville Road • Dayton, Ohio 45424 Mailing Address: P. O. Box 51 • Dayton, Ohio 45401 AASHTO/ISO 17025 Accredited Report To: LABORATORY REPORT Martin Marietta Attn: Bill Beggs 7381 W. 133fd. St.; Suite 401 Overland Park, KS 66213 Date: March 12, 2024 W.O. No.: 212454 Report No.: 139109 No. of Pages: 4 Report On: Rapid Freeze Thaw Testing of One Crushed Limestone Sample Source: Randolph, MO Mine Sample ID: #2871; 3/4"; #57/67; Cedar Valley On November 10, 2024, one sample of crushed limestone was submitted to our laboratory for determination of freeze -thaw durability. The sample was tested as specified by the client and in accordance with the following procedures. ASTM C 215, "Fundamental Transverse, Longitudinal, and Torsional Frequencies of Concrete Specimens." ASTM C 666, "Resistance of Concrete to Rapid Freezing and Thawing." (Method B) ASTM C1646, "Making and Curing Test Specimens for Evaluating Frost Resistance of Coarse Aggregate in Air -Entrained Concrete by Rapid Freezing and Thawing." Results are summarized below and detailed on the attached data sheets. Test Parameter Results Average Length Change @ 300 Cycles, %: Relative Dynamic Modulus of Elasticity @ 300 Cycles, %: Aggregate Durability Factor @a 300 Cycles, %: 0.008 101 101 Should you have any questions, or if we may be of further service, please contact me at (937) 236-8805, extension 329. SDR/sdr 139109 1-File 1-bill. beggs@martinmarietta.com Respectfully submitted, BOWSER-MORNER, INC. R Scott D. Ruhkamp, Suervisor Special Projects Section Construction Materials Laboratory All Reports Remain The Confidential Property Of BOWSER-MORNER And No Publication Or Distribution Of Reports May Be Made Without Our Express Written Consult, 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-Momer's Discretion. AASHTO/ISO 17025 Accreditation applies only to the parameters included in BOWSER-MORNER'S current scope of accreditation. Go to rm w.bowser-nrorner.com/occseditadons for reviews. W. O. No. 212454 Report No. 139109 Date March 12, 2024 Page 2 MARTIN MARIETTA RANDOLPH, MO MINE Batch Parameters Material ! Parameter Concrete Sand (Lab Standard) Bulk Dry Gs 2.609 Bulk SSD Gs 2.619 Absorption, % 0.4 #2871; %"; #57/67 crLS Cedar Valley Bulk Dry Gs 2.665 Bulk SSD Gs 2.686 Absorption, % 0.8 Batch Weights (1.25 cu. ft.) Cement, lbs. 24.1 Water, lbs. 10.8 CA, lbs. 84.2 FA, lbs. 62.9 Entrained Air, % 6.3 Slump, inches. 21/ Unit Weight, pcf. 146.1 W/C Ratio 0.45 Cement Factor 522 Concrete Cylinders Strength @ 7-days, psi 4390 Strength @ 14-days, psi 4910 Strength @ 28-days, psi 5440 BOWSER MORNER W.O. No. 212454 Report No. 139109 March 12, 2024 Page 3 MARTIN MARIETTA RANDOLPH, MO MINE ASTM C 666, Method B "Resistance of Concrete to Rapid Freezing and Thawing" Effective Gage Length, in. 14.00 Sample ID: #2871; 3/4"; #57/67 crLS; Cedar Valley No. Cycle No. Expansion, inches No. of Cycles Expansion, % 1 2 3 1 2 3 Avg 1 1104 0.0904 0.1194 0.1130 0 0.0000 0.0000 0.0000 0.0000 2 1111 0.0906 0.1196 0.1132 7 0.0014 0.0014 0.0014 0.0014 3 1142 0.0909 0.1199 0.1135 38 0.0036 0.0036 0.0036 0.0036 4 1164 0.0911 0.1200 0.1136 60 0.0050 0.0043 0.0043 0.0045 5 1196 0.0910 0.1200 0.1136 92 0.0043 0.0043 0.0043 0.0043 6 1222 0.0911 0.1203 0.1139 118 0.0050 0.0064 0.0064 0.0060 7 1252 0.0910 0.1201 0.1138 148 0.0043 0.0050 0.0057 0.0050 8 1275 0.0912 0.1203 0.1139 171 0.0057 0.0064 0.0064 0.0062 9 1310 0.0912 0.1200 0.1138 206 0.0057 0.0043 0.0057 0.0052 10 1332 0.0914 0.1204 0.1141 228 0.0071 0.0071 0.0079 0.0074 11 1365 0.0915 0.1206 0.1144 261 0.0079 0.0086 0.0100 0.0088 12 1391 0.0915 0.1205 0.1143 287 0.0079 0.0079 0.0093 0.0083 13 1427 0.0914 0.1205 0.1144 323 0.0071 0.0079 0.0100 0.0083 300 0.0076 0.0079 0.0096 0.0083 Length Change, 0.1000 0.0900 0.0800 0.0700 0.0600 0.0500 0.0400 No. FT Cycles -vs- Length Change 0.0300 0.0200 0.0100 0.0000 0 35 70 105 140 175 Elapsed No. Cycles 210 245 280 315 -4- 1 -4- 2 -4,- 3 Avg W.O. No. 212454 Report No. 139109 March 12, 2024 Page 4 MARTIN MARIETTA RANDOLPH, MO MINE ASTM C 215, "Fundamental Transverse, Longitudinal, and Torsional Resonant Frequencies of Concrete Specimens" Termination Cycle: 300 Sample ID: #2871; 3/4"; #57/67 crLS; Cedar Valley No. Cycle No. Fundamental Transverse Fi-equency, Hz No. of Cycles Relative Dynamic Modulus of Elasticity. % 1 2 3 1 2 3 Avg 1 1104 1876 1848 1896 0 100.0 100.0 100.0 100.0 2 1111 1871 1844 1892 7 99.5 99.6 99.6 99.5 3 1142 1866 1839 1886 38 98.9 99.0 98.9 99.0 4 1164 1866 1837 1885 60 98.9 98.8 98.8 98.9 5 1196 1871 1841 1891 92 99.5 99.2 99.5 99.4 6 1222 1872 1841 1890 118 99.6 99.2 99.4 99.4 7 1252 1875 1845 1893 148 99.9 99.7 99.7 99.8 8 1275 1879 1847 1896 171 100.3 99.9 100.0 100.1 9 1310 1882 1851 1900 206 100.6 100.3 100.4 100.5 10 1332 1881 1849 1899 228 100.5 100.1 100.3 100.3 11 1365 1882 1850 1900 261 100.6 100.2 100.4 100.4 12 1391 1888 1854 1903 287 101.3 100.7 100.7 100.9 13 1427 1888 1854 1902 323 101.3 100.7 100.6 100.9 300 101.3 100.7 100.7 100.9 Relative Dynamic Modulus of Elasticity, % 105.0 100.0 /.. 95.0 90.0 85.0 80.0 75.0 70.0 65.0 60.0 0 No. FT Cycles -vs- Relative Dynamic Modulus of Elasticity 35 70 105 140 175 210 245 280 315 Elapsed No. Cycles t1 2 t3 -4)-Avg I BOWSER-MORNER, INC. Report To: Report On: Delivery & Mailing Address: 226 W. Highland Ave. Springfield, IL 62704 AASHTO/ISO 17025 Accredited USACE Validated LABORATORY REPORT Trap Rock Attn: Mr. Jacob Jester One Racehorse Drive East St. Louis, IL 62205 ACIL Date: November 15, 2023 Report No.: S2030R W.O. No.: 212089 No. of Pages: 5 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- m (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. ENV/env S2030R 1-Jacob Jester 1 jacobj@beelman.com Respectfully submitted, BOWSER-MORNER, INC. Erin N. Van Digitally signed by Erin N. Van Brooker Brooker Date: 2023.12.14 09:36:53 -06'00' Erin Van Brooker, MSCE Laboratory Manager Springfield, IL Materials aboratory Construction Services Division All Reports Remain The Confidential Property OfBOWSER-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.comlaccreditations for reviews. BMI Job No.: 212089 Report To: Trap Rock BMI Report No.: S2030R No. 57/67 Crushed Stone N Specification, % Passing ASTM C 33 No. 57 001 00 v; ' 0 ' �n N 1 ' 0 , O o `r.? — O ,-, Percent Passing No. 57 o o• 00 `O oo 00 enN 14 O • M Sieve Size N _ M N —I o0 M No. 4 No. 8 No. 200 Decant, %: Specification, % Passing ASTM C 33 ' 001 0 0 ,-� O' I `r' . o N 0 ,-� O o in1 .--i 0 -- Percent Passing No. 67 100 100 M M 4D N enen01 0 Sieve Size N --- _ - - enMz 1/2" - 71- O No. 8 No. 200 Decant, %: 1 ASTM C 33, Table 3, Footnote D The percent passing the No. 200 sieve is permitted to be increased to 1.5% if the material is essentially free of clay and shale. CC Cr W W t/1 Z 00 CO December 14, 2023 BMI Job No.: 212089 Report To: Trap Rock BMI Report No.: S2030R No. 57/67 Crushed Stone 0.4 CC KCMMB Concrete Specification, % Max. M O0 O 'n 28.0 S*0 O O O 1 1 Results No. 67 0.07 O O O O © O M.11nN O ,—I O O O 0.48 0.07 2.632 2.644 � N un O 0 ,sue N a) H ASTM C 142 ASTM C 123 ASTM C 123 i i ASTM C 117 ASTM C 131 ASTM C 88 ASTM C 88 AASHTO T 103 AASHTO T 103 ASTM C 127 ASTM C 127 ASTM C 127 ASTM C 127 s. a) 0) a) E CC s. 03 +-� u) a) H Clay Lumps and Friable Particles, %: Coal and Lignite, %: Lightweight Particles, %: Total Deleterious, %: Material Finer than No. 200, %: Los Angeles Abrasion - Grading B, %: Magnesium Sulfate Soundness (3/4" to 3/8"), %: Magnesium Sulfate Soundness (3/8" to No. 4), %: 50 Cycle Freeze/Thaw (3/4" to 3/8"), %: 50 Cycle Freeze/Thaw (3/8" to No. 4), %: Bulk Dry Specific Gravity: Bulk SSD Specific Gravity: Apparent Specific Gravity: O O e 0 *Magnesium soundness retested at the request of the customer Ct CC W W 1/1Z 00 CO M cu bA cct December 14, 2023 BMI Job No.: 212089 Report To: Trap Rock BMI Report No.: S2030R No. 57/67 Crushed Stone 0 • 0 a) ciD 0) 00 00 - 0a� H� a) CiD a� of) at 0) a) KCMMB Concrete Specification, % Max. o 4.0 i i Weighted Percent Loss N O 0.40 N N O O Gradation Factor N o 0.26 ' Percent Loss © M 0.7 i i O i Size Fraction N 1/2" to 3/8" 3/8" to No. 4 Total No. 67 0 M 0 U cd w a, • 0 a, • a, Q 11 W � 02 O Ed Cf) czt Q.) N a.) a.) w a) U 0 KCMMB Concrete Specification, % Max. O O ri Weighted Percent Loss 00 d- 0.07 to tr O © Gradation Factor o 0.26 ' Percent Loss O 0.26 Size Fraction 3/4" to 1/2" 1/2" to 3/8" 3/8" to No. 4 Total No. 67 IX CC W W V1 Z 00 CO IDA December 14, 2023 BMI Job No.: 212089 Report To: Trap Rock BMI Report No.: S2030R No. 57/67 Crushed Stone 0 cC bA c° a) • bn a) 0 a) • 0 a) U a) cn cd cn a) bA cd O a) U a) a� a) a) a) 0 0 a) N a) 0 bA a) cd U 0) a) 0 0 z 0 ct cd 0 a) a) a) a) ID Total Deleterious O O O O 0 0 0 0 Ltwt. Particles 0 0 0 0 0 0 0 0 Coal and Lignite O O O O O O O O Clay Lumps and Friable Particles 0.04 O 0.07 0.09 O Size Fraction M 3/4 to 1/2 1/2 to 3/8 3/8 to No. 4 0 TABLE VI Total Deleterious 0.0 O 0 o 0 o 0 0.0 © Ltwt. Particles 0.0 0.0 O 0 O 0 O 0 v� 0 Coal and Lignite 0.0 0.0 O O O O O O O 6 Clay Lumps and Friable Particles 0.002 0.020 0.019 NO 6— M 0 O O Size Fraction 1" to 3/4" 3/4" to 1/2" 1/2" to 3/8" 3/8" to No. 4 Totals No. 67 KCMMB Concrete Specification, % Max. b0A cct December 14, 2023 SAINT-GOBAI N 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, 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 CHRYSO NOP gcp 1 Product Data Sheets vim gcp applied technologies DARAVAIR® 1400 Air -entraining admixture ASTM C260 Product Description DARAVAIR® 1400 is a liquid air -entraining admixture that provides freeze -thaw resistance, yield control and finishability performance across the full range of concrete mix designs. DARAVAIR® 1400 is a clean, light -orange product designed to generate specification -quality air systems. Based on a high-grade saponified rosin formulation, DARAVAIR® 1400 is chemically similar to vinsol-based products, but with increased purity and supply dependability. DARAVAIR® 1400 weighs approximately 8.5 Ibs/gal (1.02 kg/L). DARAVAIR® 1400 does not contain intentionally added chloride. Uses DARAVAIR® 1400 may be used wherever the purposeful entrainment of air is required by concrete specifications. Formulated to perform across the entire spectrum of production mixes, DARAVAIR® 1400 generates quality, freeze -thaw resistant air systems in concrete conditions that include the follow • Low slump • Paving • Central mix • Extruded slip form • Mixes containing hot water and accelerators • Precast • High cement factor • Fly ash and slag • Superplasticizers • Manufactured sands Product Advantages • Rapid air build suitable for short mix cycles • Excellent performance in paving applications Compatibility with Other Admixtures and Batch Sequencing DARAVAIR®1400 is compatible with most GCP admixtures as long as they are added separately to the concrete mix. In general, it is recommended that DARAVAIR® 1400 be added to the concrete mix near the beginning of the batch sequence for optimum performance, preferably by "dribbling" on the sand. Different sequencing may be used if local testing shows better performance. Please see GCP Technical Bulletin TB- 0110, Admixture Dispenser Discharge Line Location and Sequencing for Concrete Batching Operationsfor further recommendations. DARAVAIR® 1400 should not be added directly to heated water. Page 1 of 3 Product Data Sheets vim gcp applied technologies Pretesting of the concrete mix should be performed before use, as conditions and materials change in order to assure compatibility, and to optimize dosage rates, addition times in the batch sequencing and concrete performance. Please consult your GCP Applied Technologies representative for guidance. Performance Air is incorporated into the concrete by the mechanics of mixing and stabilized into millions of discrete semi -microscopic bubbles in the presence of a specifically designed air -entraining admixture such as DARAVAIR® 1400. These air bubbles act much like flexible ball bearings increasing the mobility, or plasticity and workability of the concrete. This can permit a reduction in mixing water with no loss of slump. Placeability is improved. Bleeding, plastic shrinkage and segregation are minimized. Through the purposeful entrainment of air, DARAVAIR® 1400 markedly increases the durability of concrete to severe exposures particularly to freezing and thawing. It has also demonstrated a remarkable ability to impart resistance to the action of frost and de-icing salts as well as sulfate, sea and alkaline waters. Addition Rates There is no standard addition rate for DARAVAIR®1400. The amount to be used will depend upon the amount of air required for job conditions, usually in the range of 4% to 8%. Typical factors which might influence the amount of air -entraining admixture required are temperature, cement, sand gradation, and the use of extra fine materials such as fly ash and microsilica. Typical DARAVAIR® 1400 addition rates range from % to 3 fl oz/100 Ibs (30 to 200 mL/ 100 kg ) of cement. The air -entraining capacity of DARAVAIR® 1400 is usually increased when other concrete admixtures are contained in the concrete, particularly water -reducing admixtures and water -reducing retarders. This may allow up to % reduction in the amount of DARAVAIR® 1400 required. Concrete Mix Adjustment Entrained air will increase the volume of the concrete making it necessary to adjust the mix proportions to maintain the cement factor and yield. This may be accomplished by a reduction in water requirement and aggregate content. Dispensing Equipment A complete line of accurate automatic dispensing equipment is available. These dispensers can be located to discharge into the water line, the mixer, or on the sand. Packaging & Handling DARAVAIR® 1400 is available in bulk, delivered by metered tank trucks, totes and drums. Page 2 of 3 Product Data Sheets vim gcp applied technologies DARAVAIR® 1400 will freeze at about 30 ° F (-1 °C) but its airentraining properties are completely restored by thawing and thorough mechanical agitation. Specifications Concrete shall be air entrained concrete, containing 4 to 8% entrained air. The air contents in the concrete shall be determined by the pressure method (ASTM Designation C231) or volumetric method (ASTM Designation C173). The air -entraining admixture shall be a completely neutralized rosin solution, such as DARAVAIR® 1400, as manufactured by GCP Applied Technologies, or equal, and comply with Standard Specification for Air -Entraining Admixtures (ASTM Designation C260). The air -entraining admixture shall be added at the concrete mixer or batching plant at approximately % to 3 fl oz/100 Ibs (30 to 200 mL/100 kg) of cement, or in such quantities as to give the specified air contents. gcpat.com I North America Customer Service: 1 877-4AD-MIX1 (1 877-423-6491) We hope the information here will be helpful. It is based on data and knowledge considered to be true and accurate, and is offered for consideration, investigation and verification by the user, but we do not warrant the results to be obtained. Please read all statements, recommendations, and suggestions in conjunction with our conditions of sale, which apply to all goods supplied by us. No statement, recommendation, or suggestion is intended for any use that would infringe any patent, copyright, or other third party right. DARAVAIR is a trademark, which may be registered in the United States and/or other countries, of GCP Applied Technologies Inc. This trademark list has been compiled using available published information as of the publication date and may not accurately reflect current trademark ownership or status. © Copyright 2019 GCP Applied Technologies Inc. All rights reserved. GCP Applied Technologies Inc., 62 Whittemore Avenue, Cambridge, MA 02140 USA. In Canada, 294 Clements Road, West, Ajax, Ontario, Canada L1 S 3C6. This document is only current as of the last updated date stated below and is valid only for use in the United States. It is important that you always refer to the currently available information at the URL below to provide the most current product information at the time of use. Additional literature such as Contractor Manuals, Technical Bulletins, Detail Drawings and detailing recommendations and other relevant documents are also available on www.gcpat.com. Information found on other websites must not be relied upon, as they may not be up-to-date or applicable to the conditions in your location and we do not accept any responsibility for their content. If there are any conflicts or if you need more information, please contact GCP Customer Service. Last Updated: 2019-08-13 gcpat.com/solutions/products/daravair-1400 Page 3 of 3 SAINT-GOBAI N 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, 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 CHRYSO NOP gcp 1 Product Data Sheets gcp applied technologies ADVA® 1 40M High -range water -reducing admixture -- ASTM C494 Type A and F and ASTM C1017 Type Product Description ADVA®1 40M is a high -range water -reducing admixture based on polycarboxylate technology specifically formulated to meet the needs of the concrete industry. ADVA®140M meets the requirements of ASTM C494 as a Type A and F, and ASTM C1017 Type I. One gallon weighs approximately 8.8 Ibs (1.1 kg/L) and does not contain intentionally added chloride. It is a low viscosity liquid that has been formulated by the manufacturer for use as received. Product Advantages • Can be used as a high -range water reducer as well as a mid -range water reducer providing production flexibility • Consistent air entrainment • Consistent performance across cement chemistries • Provides a superior combination of long slump life with near neutral set time • Concrete finishes easily without stickiness, tearing or spotty set characteristics Uses ADVA®140M has been used successfully in a wide variety of concrete applications for high -slump, low water-to-cementitious ratio concrete requiring a high -range water reducer to flatwork in residential applications requiring a mid -range water reducer. ADVA®140M produces concrete with excellent workability characteristics for high slump and moderate slump concrete. ADVA®140M is ideal for use in any concrete where it is desired to keep the water/cementitious ratio to a minimum and still achieve the high strength and degree of workability necessary to provide easy placement and consolidation. ADVA®140M will also fluidize concrete making it ideal for tremie concreting or other applications where high slumps are desired. Addition Rates Addition rates of ADVA®140M can vary with type of materials and application. The addition rate can range between 2 oz/cwt and 20 oz/cwt (130 mL/100 kg and 1300 mL/100 kg) of cement. Typical addition rates are: • High -range water reducer-9 to 16 oz/cwt (590 to 1040 mL/100 kg) • Mid -range water reducer-5 to 9 oz/cwt (325 to 590 mL/100 kg) Page 1 of 3 Product Data Sheets vim gcp applied technologies Optimal addition rates will depend on other concrete mixture components, job conditions, and desired performance characteristics. At a given water/cementitious ratio, the slump required for placement can be controlled by varying the addition rate. Should job site conditions require using more than recommended addition rates, please consult your GCP Applied Technologies representative. Compatibility with Other Admixtures and Batch Sequencing ADVA®1 40M is compatible with most GCP admixtures as long as they are added separately to the concrete mix. However, ADVA®products are not recommended for use in concrete containing naphthalenebased admixtures including DARACEM®19 and DARACEM®100, and melamine -based admixtures including DARACEM®65. In general, it is recommended that ADVA®140M be added to the concrete mix near the end of the batch sequence for optimum performance. Different sequencing may be used if local testing shows better performance. Please see GCP Technical Bulletin TB-0110, Admixture Dispenser Discharge Line Location and Sequencing for Concrete Batching Operations for further recommendations. Pretesting of the concrete mix should be performed before use and as conditions and materials change in order to assure compatibility with other admixtures, and to optimize dosage rates, addition times in the batch sequencing and concrete performance. For concrete that requires air entrainment, the use of an ASTM C260 air -entraining agent (such as DARAVAIR®or DAREX®product lines) is recommended to provide suitable air void parameters for freezethaw resistance. Please consult your GCP Applied Technologies representative for guidance. Packaging & Handling ADVA®140M is available in bulk, delivered by metered tank trucks, totes and drums. It will begin to freeze at approximately 32 ° F (0 ° C), but will return to full strength after thawing and thorough agitation. In storage, and for proper dispensing, ADVA®140M should not experience prolonged exposure below 32°F (0°C) nor above 132°F (55°C). Dispensing Equipment A complete line of accurate, automatic dispensing equipment is available. ADVA® 140M ASTM C494 Type F High -Range Water Reducer Test Data US UNITS - CONTROL Cement (pcy) (kg/m3) 517 Coarse aggregate (pcy) 1944 (kg/m3) Fine aggregate (pcy) 1144 (kg/m3) US UNITS - ADVA® 140M METRIC - CONTROL METRIC - ADVA® 140M 517 307 307 1944 1153 1153 1214 679 720 Water (pcy) (kg/m3) 235 201 139 119 Page 2 of 3 Product Data Sheets *ow gcp applied technologies w/cm 0.455 0.389 0.455 0.389 Slump (inches) 3.75 3.75 95 95 Plastic air (%) 5.5 5.5 5.5 5.5 Compressive strength 1 day (psi) (MPa) 1860 2750 12.8 19.0 7 day (psi) (MPa) 4520 5850 31.2 40.3 28 day (psi) (MPa) 5440 6640 37.5 45.8 Initial set time (hr:min) 4:02 4:18 4:02 4:18 Length change 28 day (%) -0.031 -0.024 -0.031 -0.024 Freeze -thaw resistance 92 (RDME %) 96 92 96a gcpat.com I North America Customer Service: 1 877-4AD-MIX1 (1 877-423-6491) This product or its use may be covered by US Patent Nos. 6,441,054; 7,972,436; 7,462,236. We hope the information here will be helpful. It is based on data and knowledge considered to be true and accurate, and is offered for consideration, investigation and verification by the user, but we do not warrant the results to be obtained. Please read all statements, recommendations, and suggestions in conjunction with our conditions of sale, which apply to all goods supplied by us. No statement, recommendation, or suggestion is intended for any use that would infringe any patent, copyright, or other third party right. ADVA, DARACEM, DAREX, DARAVAIR are registered trademarks, which may be registered in the United States and/or other countries, of GCP Applied Technologies Inc. This trademark list has been compiled using available published information as of the publication date and may not accurately reflect current trademark ownership or status. © Copyright 2018 GCP Applied Technologies Inc. All rights reserved. GCP Applied Technologies Inc., 62 Whittemore Avenue, Cambridge, MA 02140 USA. In Canada, GCP Canada, Inc., 294 Clements Road, West, Ajax, Ontario, Canada L1 S 3C6. This document is only current as of the last updated date stated below and is valid only for use in the United States. It is important that you always refer to the currently available information at the URL below to provide the most current product information at the time of use. Additional literature such as Contractor Manuals, Technical Bulletins, Detail Drawings and detailing recommendations and other relevant documents are also available on www.gcpat.com. Information found on other websites must not be relied upon, as they may not be up-to-date or applicable to the conditions in your location and we do not accept any responsibility for their content. If there are any conflicts or if you need more information, please contact GCP Customer Service. Last Updated: 2019-03-13 gcpat.com/solutions/products/adva-high-range-water-reducers/adva-140 m Page 3 of 3 SAINT-GOBAI N 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, 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 CHRYSO NOP gcp 1 PRODUCT DATA SHEET vow gcp applied technologies ADVA® CAST 600 High-rance water-reducinc admixture ASTM C494 Type A and F and ASTM C1017 Type I Product Description ADVA® Cast 600 is a polycarboxylate based high -range water reducer designed for the production of conventional and Self Consolidating Concrete. ADVA Cast 600 is formulated to provide extended slump life along with excellent workability without segregation. ADVA Cast 600 is supplied as a ready to use liquid that weighs approximately 8.9 Ibs/gal (1.1 kg/L). ADVA Cast 600 does not contain intentionally added chlorides. Uses ADVA® Cast 600 is a plant added superplasticizer that is formulated to impart improved workability to concrete over an extended period of time while still achieving high early age compressive strength. ADVA Cast 600 can be used for the production of Self Consolidating Concrete (SCC) in precast/prestressed applications and may also be used in conventional concrete production. ADVA Cast 600 may be used to produce concrete in applications with very low water/cementitious ratios, where concrete stability and improved tolerance to material variability are required, while maintaining high levels of workability over long periods of time. Addition Rates ADVA Cast 600 is an easy to dispense liquid admixture. Dosage rates can be adjusted to meet a wide spectrum of concrete performance requirements. Addition rates for ADVA Cast 600 can vary from 2 to 10 fi oz/100 Ibs (130 to 650 mL/100 kg) with the type of application, but will typically range from 3 to 6 fl oz/100 Ibs (200 to 390 mL/100 kg) of cementitious. Should conditions require using more than the recommended addition rate, please consult your GCP Applied Technologies representative. Product Advantages • Excellent moisture and air control • Extended slump retention up to one hour • Enhanced concrete cohesiveness with low viscosity for rapid placement • Superior finish on cast surfaces • Excellent early and later age compressive strength Mix proportions, cementitious content, aggregate gradations and ambient conditions will affect ADVA Cast 600 dosage requirements. If materials or conditions require using more than the recommended addition rates, or when developing mix designs for Self Consolidating Concrete please consult your GCP Applied Technologies representative for more information and assistance. Compatibility with Other Admixtures and Batch Sequencing ADVA Cast 600 is compatible with most GCP admixtures as long as they are added separately to the concrete mix. However, ADVA products are not recommended for use in concrete containing naphthalene based admixtures including Daracem®19 and Daracem 100 and melamine based admixtures including Daracem 65. In general, it is recommended that ADVA Cast 600 be added to the concrete mix near the end of the batch sequence for optimum performance. Different sequencing may be used if local testing shows better performance. Please see GCP Technical Bulletin TB-0110, Admixture Dispenser Discharge Line Location and Sequencing for Concrete Botching Operations for further recommendations. Pretesting of the concrete mix should be performed before use and as conditions and materials change in order to assure compatibility with other admixtures, and to optimize dosage rates, addition times in the batch sequencing and concrete performance. For concrete that requires air entrainment, the use of an ASTM C260 air entraining agent (such as Daravaire, Darexa, or Airalon® 3000 product lines) is recommended to provide suitable air void parameters for freeze thaw resistance. Please consult your GCP Applied Technologies representative for guidance. Packaging & Handling ADVA Cast 600 is available in bulk, delivered by metered trucks, in totes and drums. ADVA Cast 600 will freeze at approximately 32°F (0°C) but will return to full functionality after thawing and thorough mechanical agitation. Dispensing Equipment A complete line of accurate, automatic dispensing equipment is available. gcpat.com I North America Customer Service: 1-877-4AD-MIX1 (1-877-423-6491) We hope the information here will be helpful. It is based on data and knowledge considered to be true and accurate, and is offered for consideration, investigation and verification by the user, but we do not warrant the results to be obtained. Please read all statements, recommendations, and suggestions in conjunction with our conditions of sale, which apply to all goods supplied by us. No statement, recommendation, or suggestion is intended for any use that would infringe any patent, copyright, or other third party right. ADVA, Daracem, Daravair, Darex and Airalon are trademarks, which may be registered in the United States and/or other countries, of GCP Applied Technologies Inc. This trademark list has been compiled using available published information as of the publication date and may not accurately reflect current trademark ownership or status. © Copyright 2016 GCP Applied Technologies Inc. All rights reserved. GCP Applied Technologies Inc., 62 Whittemore Avenue, Cambridge, MA 02140 USA. In Canada, 294 Clements Road, West, Ajax, Ontario, Canada L1S 3C6. gcp applied technologies GCP0083 DCAC-36-1116 pry‘ CARBON Iliad CURET. CarbonCure Concrete Additive Data Sheet 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 CarbonCureTM 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 Technologies Inc. 142 Payzant Avenue Dartmouth, NS B3B 1Z6 +1 (902) 442-4020 I info@carboncure.com I carboncure.com pry‘ CARBON Iliad CURET. CarbonCure Concrete Additive Data Sheet 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. 8 7, 6 a, s c ..4 a E in 2 0 Figure 1: Slump comparison 10 F e a 4 2 0 Figure 1: Air comparison 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. _ 6000 1 a_ s c 4000 ai 1_ vl a, 71 2000 in ai a E 0 u 0 +26% +19% 2d 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. +19% +13% 0 c 0 u +12% +10% CarbonCure 2 7d 28d CarbonCure Technologies Inc. 142 Payzant Avenue Dartmouth, NS B3B 1Z6 +1 (902) 442-4020 I info@carboncure.com I carboncure.com P..‘ CARBON CU RETM 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 Control CO2 Pore solution pH 10 11 12 13 14 15 13.79 J Figure 3: Pore solution pH measurement 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. CARBON 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 CURErN 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. CarbonCure Technologies Inc. 142 Payzant Avenue Dartmouth, NS B3B 1Z6 +1 (902) 442-4020 I info@carboncure.com I carboncure.com SAINT-GOBAI N Chad English Geiger Ready Mix, Inc. 4318 Speaker Road Kansas City, KS. 66106 2 February 2024 Mr. English, This is to certify that SINTA F19TM 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, 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 CHRYSO NOP gcp 1 PRODUCT DATA SHEET Icy gcp applied technologies Sinta" F19 (formerly Grace Fibers"M) Synthetic fiber for concrete ASTM C1 1 1 6, ASTM C94 Product Description Sinta'' F19 are synthetic fibers for concrete, manufactured from 100% virgin polypropylene in collated, fibrillated form. Designed specifically for use in concrete, they are alkali resistant, non -absorptive and completely noncorrosive. Their use protects concrete from stresses which cause cracking while it is most vulnerable during the first 24 hours after placement. Sinta F19 comply with ASTM Designation C1116, Standard Specification for Fiber -Reinforced Concrete and Shotcrete, Type III Synthetic Fiber -Reinforced Concrete or Shotcrete. They are available in 3/4 in. (19 mm). Uses Sinta F19 may be used in any application where decreased plastic shrinkage cracking and improved durability are desired. Specifically, such applications include but are not limited to, slabs on grade, pavements, overlays, sloped walls, pools, shotcrete, stucco, precast and prestressed products. It is suggested that this product be used in conjunction with properly compacted base materials and jointing in accordance with ACI guidelines and standards. Sinta F19 may be used as an alternative to welded wire fabric, depending on the application. Sinta F19 may not be used as a replacement for structural or post -crack control steel reinforce- ment. For temperature or shrinkage post -crack control, please consult a GCP Applied Technologies representative regarding our STRUX® synthetic macro fibers. Advantages Sinta F19 uniformly distribute multi -dimensionally throughout the concrete mixture. The small fibrillated fibers mechanically lock in the fresh concrete matrix providing reinforcement for the mixture Product Advantages • Reduces plastic shrinkage cracking and improves durability • Protects concrete from stresses that cause cracking • Provides cost effective control of plastic shrinkage • Provides overall higher quality of concrete while its tensile strength is the weakest. This reinforcement reduces the formation of plastic shrinkage cracking that may otherwise permanently weaken the resulting concrete. The concrete permeability is decreased, while the surface characteristics, impact and toughness properties are improved. Together these effects work synergistically to produce a long-term better quality, more durable and serviceable concrete. Addition Rates Sinta F19 may be added to concrete at any point during the batching or mixing process. Sinta F19 may be added to the aggregate during weighing or charging, or to the central mixer or truck before, during, or after charging. The load must be mixed at high speed for 5 minutes, or 70 revolutions, after the addition of the Sinta F19 to ensure uniform distribution. The standard range of addition for Sinta F19 is 3/4 to 3 Ibs/yd3 (450 to 1800 g/m3) of concrete. Typically, 1 1 /2 Ibs/yd3 (900 g/m3) of Sinta F19 provides excellent results. Higher addition rates may be used to produce concrete when special properties are required. irr Compatibility with Other Admixtures Sinta F19 are compatible with all GCP admixtures. Their action in concrete is purely mechanical and will not affect the hydration process. Each admixture should be added separately. Packaging & Handling Sinta F19 are available in convenient Concrete -Ready- Bags which are added, unopened, to the truck drum or central mixer. The specially designed cellulose fiber bag disintegrates and disperses its contents of Sinta F19, throughout the mix. Specifications Fibers shall be 3/4 in. (19 mm) collated, fibrillated polypropylene fibers as supplied by GCP Applied Technologies, Cambridge, MA 02140. Required dosage rate shall be as specified by the design engineer or architect. Sinta F19 shall be used in strict accordance with the supplier's recommendations and within time as specified in ASTM C94. The fibers shall comply with ASTM Designation C1116 Type III 4.1.3 and with applicable building codes. Certification of compliance shall be made available on request. Standard ACI 302 procedures for placing, finishing and curing shall be followed when using Sinta F19. References Building Codes— BOCA National Building Codes, SBCCI Standard Building Code, ICBO Uniform Building Code and all supplements as adopted by the Council of American Building Officials Fire Classifications — Underwriters Laboratories (UL) on Series D700 and D800 metal deck assemblies American Concrete Institute (ACI)— ACI 544 State of the Art Report of Fiber -Reinforced Concrete ACI 302 Guide for Concrete Floor and Slab Construction American Society of Testing and Materials (ASTM)— ASTM C1116 Standard Specification for Fiber -Reinforced Concrete and Shotcrete ASTM C1579 Standard Test Method for Evaluating Plastic Shrinkage Cracking of Restrained Fiber Reinforced Concrete (Using a Steel Form Insert) ASTM C94 Standard Specification for Ready -Mixed Concrete gcpat.com I North America Customer Service: 1-877-4AD-MIX1 (1-877-423-6491) We hope the information here will be helpful. It is based on data and knowledge considered to be true and accurate, and is offered for consideration, investigation and verification by the user, but we do not warrant the results to be obtained. Please read all statements, recommendations, and suggestions in conjunction with our conditions of sale, which apply to all goods supplied by us. No statement, recommendation, or suggestion is intended for any use that would infringe any patent, copyright, or other third party right. Sinta and Strux are trademarks, which may be registered in the United States and/or other countries, of GCP Applied Technologies Inc. This trademark list has been compiled using available published information as of the publication date and may not accurately reflect current trademark ownership or status. © Copyright 2017 GCP Applied Technologies Inc. All rights reserved. GCP Applied Technologies Inc., 62 Whittemore Avenue, Cambridge, MA 02140 USA. In Canada, GCP Canada, Inc., 294 Clements Road, West, Ajax, Ontario, Canada L1S 3C6. gcp applied technologies GCP0083 SF-001-0817 National Ready Mixed Concrete Association NRMCA Certificate of Conformance For Concrete Production Facilities THIS IS TO CERTIFY THAT Kansas City Plant 2A, Kansas City, KS 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 iignature of Licchsed Professional Engineer February 22, 2024 Inspection Date April 12, 2026 Certification Expiration Date This cotnpany will maintain these facilities in compliance with the Check List requirements and will correct promptly any deficiencies which develop. Signature of Company Official At m, / A/?4r,6r .<243hily Ziiri+40 Tide 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. Plant ID //: 801823 O 1965, 1992, 2001, 2002, 2006, 2007, 2012 Certification ID I : 3 1968 National Ready Mixed Concrete Association 66 Canal Center Plaza, Suite 250 • Alexandria • Virginia 22314 F-.0144-f MONTAGE PLUS® WELDED ORNAMENTAL STEEL FENCE .111 '` • tijll I 1lll �►� ��� FENCE PRODUCTS AMERISTARFENCE.COM 888-333-3422 ASSA ABLOY, the global leader in door opening solutions AMER1STAR ASSA ABLOY • . 7 u • 7 • , , NT5M7• 1 • ill 1 ! callin , ;1 ti k*GPM ►Ti'f rim to=antimilaii'T ►Ell IU11;1101111 POOL, PET & PLAY - imm ■ I ■ 1 ckti O • c.o O ,o O aac-) y y O 4". y Cb C O " O M N A\ A\ Extended Picket or Flush Bottom Panels • � • � 4" Standard or 3" Pet, Pool & Play Picket Air -Space •1 - ■ GATE OPTIONS I•• ,—. 4-4 Cc CC M N W W LILA W Extended Picket or Flush Bottom Panels 4" Standard or 3" Pet, Pool & Play Picket Air -Space ADORNMENTS � l z 0 E 0 O 1 0 1 w z w • F I I • BUTTERFLY SCROLL DOUBLE RINGS cZ J_ Q CO NZ CC CC W CC crjLL ,—. Cla CO 4.3 4-3 cF M � M N .� .� A\ .� Extended Picket or Flush Bottom Panels 4" Standard or 3" Pet, Pool & Play Picket Air -Space Q CO a. 1144 11 "x 11 "x 14 ga. 3/4"sq. x 18 ga. WARRIOR' Etz ;47 M N Extended Picket or Flush Bottom Panels 4" Standard Picket Air -Space • m co E • i y bQ RI 0 CU CU C0 ▪ Co) ▪ Ct M V • V Ct • C1.3 N MONTAGE PLUS' I Welded Ornamental Steel Fence PROFUSION WELDING Superior Strength No Visible Rivets or Screws Design Allows Panels to Follow the Grade 77 1111010100 0 Stair-steppzngpanels Fully rakeablepanels ECOAT FINISH Protection Inside and Out Maintenance -Free Finish Long -Term Durability Acrylic Topcoat Epoxy Primer Zinc Phosphate Galvanic Zinc Ameristar's world headquarters, manufacturing & coil processing facilities in Tulsa, Oklahoma, USA. Part #9820 I Revised 02/2014 via,. 7. LEGEND * Ameristar Headquarters • Sales & Service Centers ® MADE III USA �►�•��� FENCE PRODUCTS AMERISTARFENCE.COM 888-333-3422 ASSA ABLOY, the global leader in door opening solutions AMER1STAR ASSA ABLOY ONTAGE PLUS® ORNAMENTAL STEEL FENCE 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. FENCE PRODUCTS AMERISTARFENCE.COM 888-333-3422 ASSA ABLOY, the global leader in door opening solutions Commercial Developments Self Storage Apartments (Multi -Family) Parks & Recreation Schools & Universities AMERJSZAR ASSA ABLOY MONTAGE PLUS® ORNAMENTAL STEEL FENCE .15"sq x 18ga PICKETS 11.4375" x 1.5" x 14ga RAILS 1 2.5"sq x 16ga POSTS Each picket is precisely welded at each rail intersection providing all -terrain flexibility and aesthetics. II MADE IUSA STYLE OPTIONS lfll �:.�!!!! 1111 CLASSIC MAJESTIC - Also available in Pool, Pet & Play (3' PROFUSION WELDED STEEL 1111 MN ■__■ .__. GENESIS- WARRIOR'" ' air spacing) — styles vary 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 rM 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. ur-u� 1!1: FENCE PRODUCTS 1 TO PLACE YOUR ORDER CALL 888-333-3422 I VISIT AMERISTARFENCE.COM MONTAGE" MONTAGE PLUS MONTAGE COMMERCIAL I MONTAGE INDUSTRIAL I MONTAGE II MONTAGE PLUS ORNAMENTAL STEEL FENCE MONTAGE PLUS° 2 & 3-RAIL OPTIONS 3" & 4" AIR -SPACE OPTIONS STANDARD BOTTOM & FLUSH BOTTOM OPTIONS AVAILABLE VARIES WITH HEIGHT 1 1 p p lll5"L.�1111III II HH I II HHHIIMU:J IIp ,© A 8' NOMINAL C Classic panel shown 36" MINIMUM FOOTING DEPTH A 2.5"sq x 16ga POSTS B 0.75"sq x 18ga PICKETS © 1.4375"w x 1.5"h x 14ga RAILS D 3', 3.5', 4', 4.5', 5' & 6' PANEL HEIGHTS Refer to construction specification & tables within this section for recommended post space by bracket type Effective: 01/06/15 TO PLACE YOUR ORDER CALL 888-333-3422 VISIT AMERISTARFENCE.COM AMER1STAR ASSA ABLOY 2.47 MONTAGE ll ` I MONTAGE INDUSTRIAL' I MONTAGE COMMERCIAL MONTAGE PLUS ORNAMENTAL STEEL FENCE MONTAGE PLUS MONTAGE PLUS® 2-RAIL PANELS 4" AIR GAP STANDARD BOTTOM 18' PANEL LENGTH (92"actual width) 119 PICKETS PER PANEL 130 PANELS PER PALLET 3' 1R❑x 0234 42 Ibs MB 3.5' 1R00240 481bs MB 4' 1R00246 52 Ibs MB 5' 1R00258 61 Ibs CB 6' 1R00270 70 Ibs CB MB GB O = FENCE STYLES AVAILABLE I C = Classic M = Majestic G = Genesis W = Warrior 0 = COLOR OPTIONS AVAILABLE I 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"' 111111111111111111 GENESIS' MONTAGE PLUS° 2-RAIL PANELS 3" AIR GAP MAJESTIC'" 111111111111111111 WARRIOR" STANDARD BOTTOM 18' PANEL LENGTH (92"actual width) 124 PICKETS PER PANEL 130 PANELS PER PALLET PANEL ITEM NUMBER WEIGHT STOCKING 1R00234-3 49 Ibs 3.5' 1R00240-3 55 Ibs 4' 1R00246-3 61 Ibs 0 5' 1R00258-3 12 Ibs 0 6' 1R00270-3 83 Ibs O= FENCE STYLES AVAILABLE I C = Classic M = Majestic G = Gemini 0 = COLOR OPTIONSAVAILABLE I B = Black N = Bronze B = 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. Effective: 01/06/15 11111111111111111111111 MAJESTIC" GENESIS" 2.48 AMER1STAR ASSA ABLOY TO PLACE YOUR ORDER CALL 888-333-3422 VISIT AMERISTARFENCE.COM MONTAGE" MONTAGE PLUS MONTAGE COMMERCIAL I MONTAGE INDUSTRIAL' I MONTAGE ll ° MONTAGE PLUS ORNAMENTAL STEEL FENCE MONTAGE PLUS° 2-RAIL PANELS 4" AIR GAP FLUSH BOTTOM 8' PANEL LENGTH (92"actual width) 19 PICKETS PER PANEL 30 PANELS PER PALLET PANEL ITEM NUMBER WEIGHT STOCKING 3' 1RI] 0234F 42 Ibs MB 3.5' 1R0 0240F 48 Ibs MB 4' 1R00246F 52Ibs MB 5' 1RI] 0258F 61 Ibs CB 6' 1Rt 0270F 10 Ibs MB 0 = FENCE STYLES AVAILABLE I C = Classic M = Majestic G = Genesis W = Warrior 0 = COLOR OPTIONS AVAILABLE I B = Black N = Bronze 0 = 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. 111111111111111111 CLASSIC GENESIS" MONTAGE PLUS® 2-RAIL PANELS 3" AIR GAP MAJESTIC - WARRIOR" FLUSH BOTTOM 8' PANEL LENGTH (92"actual width) 24 PICKETS PER PANEL 30 PANELS PER PALLET 3' 1R00234F-3 49 Ibs 0 3.5' 1RI] 0240E-3 55 Ibs 0 4' 1R00246F-3 61 Ibs 0 5' 1R0 0258F-3 72 Ibs 0 6' 1RI I0270E-3 83 Ibs 0 0 = FENCE STYLES AVAILABLE I C = Classic M = Majestic G = Gemini 0 = COLOR OPTIONS AVAILABLE I B = Black N = Bronze 0 = 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" 11111111111111111111111 GENESIS - MAJESTIC" Effective: 01/06/15 AMFRISTAR TO PLACE YOUR ORDER CALL 888-333-3422 I VISIT AMERISTARFENCE.COM I ASSA ABLOY 2.49 MONTAGE ll ` I MONTAGE INDUSTRIAL' I MONTAGE COMMERCIAL MONTAGE PLUS ORNAMENTAL STEEL FENCE MONTAGE PLUS MONTAGE PLUS' I 3-RAIL PANELS 4" AIR GAP STANDARD BOTTOM 1 8' PANEL LENGTH (92"actual width) 119 PICKETS PER PANEL 130 PANELS PER PALLET 3' 1R=10334 50Ibs MB 3.5' 1R=10340 56 Ihs MB 4' 1R00346 60 Ibs CB MB GB MN 5' 1R00358 69 Ibs CB MB GB 6' 1R1=10370 78 Ibs CB MB GB MN = FENCE STYLES AVAILABLE I C = Classic M = Majestic G = Genesis W = Warrior 0 = COLOR OPTIONS AVAILABLE 1 B = Black N = Bronze B = 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. 111111111111111111 CLASSIC 111111111111111111 GENESIS" MONTAGE PLUS®I 3-RAIL PANELS 3" AIR GAP 111111111111111111 MAJESTIC 111111111111111111 WARRIOR" STANDARD BOTTOM 18' PANEL LENGTH (92"actual width) 124 PICKETS PER PANEL 130 PANELS PER PALLET ITEM NUMBER WEIGHT STOCKIN 3' 3.5' 4' 1RlI 0334-3 1R00340-3 1R0 0346-3 56 Ibs 63 Ibs 69 Ibs 0 0 0 5' 1R00358-3 80 Ibs 0 6' 1RlJ0370-3 91 Ibs 0 N = FENCE STYLES AVAILABLE I C = Classic M = Majestic G = Genesis 0 = COLOR OPTIONS AVAILABLE 1 B = Black N = Bronze 0 = 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. Effective: 01/06/15 11111111111111111111111 CLASSIC" IIII111111111IMII GENESIS" 11111111111111111111111 MAJESTIC" 2.50 AMER1STAR ASSA ABLOY TO PLACE YOUR ORDER CALL 888-333-3422 VISIT AMERISTARFENCE.COM MONTAGE" MONTAGE PLUS MONTAGE COMMERCIAL I MONTAGE INDUSTRIAL' I MONTAGE ll ° MONTAGE PLUS ORNAMENTAL STEEL FENCE MONTAGE PLUS° 3-RAIL PANELS 4" AIR GAP FLUSH BOTTOM 1 8' PANEL LENGTH (92"actual width) 119 PICKETS PER PANEL 130 PANELS PER PALLET PANEL 3' 1Rli0334F 50 Ibs 0 3.5' 1R00340F 561bs MB 4' 1R00346F 601bs MB 4.5' 1RM0354F 65 Ibs MB 5' 1Rli0358F 69 Ibs 0 6' 1R00370F 78Ibs MB 0 = FENCE STYLES AVAILABLE I C = Classic M = Majestic G = Genesis W = Warrior 0 = COLOR OPTIONS AVAILABLE I B = Black N = Bronze 0 = 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. 111111111111111111 CLASSIC"' 111111111111111111 GENESIS MONTAGE PLUS° 3-RAIL PANELS 3" AIR GAP 111111111111111111 MAJESTIC" 111111111111111111 WARRIOR' FLUSH BOTTOM 1 8' PANEL LENGTH (92"actual width) 124 PICKETS PER PANEL 130 PANELS PER PALLET 3' 1R❑x 0334F-3 56 Ibs MB 3.5' 1R00340E-3 63 Ibs 0 4' 1R00346F-3 69 Ibs MB 4.5' 1RM 0354F-3 15 Ibs MB 5' 1R00358F-3 80 Ibs 0 6' 1R00370E-3 91 Ibs MB 0 = FENCE STYLES AVAILABLE I C = Classic M = Majestic G = Genesis 0 = COLOR OPTIONS AVAILABLE 1 B = Black N = Bronze B = 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. 11111111111111111111111 CLASSIC' 11111111111111111111111 GENESIS' MAJESTIC' Effective: 01/06/15 AMFRISTAR TO PLACE YOUR ORDER CALL 888-333-3422 I VISIT AMERISTARFENCE.COM I ASSA ABLOY 2.51 MONTAGE II `°' I MONTAGE INDUSTRIAL' I MONTAGE COMMERCIAL' MONTAGE PLUS" ORNAMENTAL STEEL FENCE MONTAGE PLUS MONTAGE MONTAGE PLUS° BRACKETS AVAILABLE IN BAG QUANTITIES ONLY r SIZE ITEM NUMBER BAG QTY BOX QTY WEIGHT Universal Boulevard Bracket 2.5" BO 112S 2 80 .15 Ibs 2" BO117S 2 120 .15lbs Bags packaged with: #14 x.75" self -drilling screws I .25"x 1.75" carriage bolts I .25" tee nuts Line Bracket 2.5" BO114S 2 80 .84 Ibs 2" BO1168 2 100 .72Ibs Bags packaged with: #14 x .75" self -drilling screws I .25"x 1.75" carriage bolts I .25" tee nuts Flat Mount Bracket n/a B0111S 2 204 .271bs Bags packaged with: #14 x.75" self -drilling screws I .25"x 1.75" carriage bolts I .25" tee nuts Swivel Bracket n/a 60113 2 80 .201bs Bags packaged with: #10 x .75" self -drilling screws I #10x.625"Philips flat head screws O = COLOR OPTIONS AVAILABLE I B = Black N = Bronze MONTAGE PLUS° FINIALS & ADORNMENTS FINIALS & PICKET PLUGS FOR GENESIS PANELS ONLY I ADORNMENTS FOR 4" AIR -SPACE ONLY QUAD FLARE TRIAD ROYALTY .75" / .15 Ibs .75" /.15 Ibs .75" / .21 Ibs AO 518 AO 520R AO 525 BUTTERFLY SCROLL .75" / .7 Ibs H 0 506 Effective: 01/06/15 DOUBLE RINGS .75" / .2 Ibs AO 112 .625" PRESS FIT PICKET FINIALS 19 finals required per panel with 4" air -space » 24 finals required per panel with a 3" air -space 0 = COLOR OPTIONS AVAILABLE I B = Black N = Bronze NOTE• Picket plugs are available in bag quantities only/ 21 plugs per bag: Item number = 8452 MONTAGE PLUS PANEL ADORNMENTS Fit in between / on the face of top rails on 3-rail panels » #10 x .15" self -drilling screws included 9 adornments required per panel Die cast aluminum = COLOR OPTIONS AVAILABLE I B = Black N = Bronze 2.52 AMERISTAR ASSA ABLAY TO PLACE YOUR ORDER CALL 888-333-3422 I VISIT AMERISTARFENCE.COM MONTAGE" MONTAGE PLUS MONTAGE COMMERCIAL I MONTAGE INDUSTRIAL I MONTAGE II MONTAGE PLUS ORNAMENTAL STEEL FENCE MONTAGE PLUS° FASTENERS AVAILABLE IN BAG QUANTITIES ONLY (Philips head screws sold individually) 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 Ibs Steel hex head self -drilling screws for attaching Montage Plus brackets & adornments #10 x .625" Self -Drilling Screws 1-0002-1P-50 1-0002-2P-50 50 .35 Ibs Steel hex head self -drilling screws for attaching Montage Plus brackets & adornments att.444 #10 x .15" Phillips Head Screws 1 0005 1P 1 0005 2P 1 .005 Ibs Steel flat head screws for setting angle on Montage Plus swivel brackets .25" x 1.75" Carriage Bolts 2-0007-1P 2-0007-2P 1 .027Ibs Steel carriage bolt for Montage Plus brackets .25" Tee Nuts B7157RP-20 N7157RP-20 20 .3lbs Fastener Socket 8865PFG n/a 1 .06 Ibs One -Way Screw Remover 88246P 1 .10lhs n/a O = COLOR OPTIONS AVAILABLE I B =Black N =Bronze 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 Custom Finishes SPRAY PAINT 1.1 Ibs / F0100 ZINC -RICH PAINT PEN .5 Ibs / PZ100 Cu Fin Custom Finishes Clime ZINC -RICH PRIMER 1.1 Ibs / FZ100 O = COLOR OPTIONS AVAILABLE I B = Black N = Bronze Effective: 01/06/15 TO PLACE YOUR ORDER CALL 888-333-3422 VISIT AMERISTARFENCE.COM IASSA AB WY AMER1STAR 2.53 MONTAGE II ` I MONTAGE INDUSTRIAL' I MONTAGE COMMERCIAL' MONTAGE PLUS ORNAMENTAL STEEL FENCE MONTAGE PLUS MONTAGE MONTAGE PLUS° STEEL SQUARE POSTS STEEL POSTS Effective: 01/06/15 2.5"sq. x 16ga. 2.5"sq. x 14ga. 10' WP025120-14 25Ibs 11' WP02513214 27 Ibs POST LENGTH ITEM NUMBER W T 6' WPC, 25072 12 Ibs 7' WPC) 25084 14 Ibs 8' WPO 25096 16 Ibs 9' WPC, 25108 18 Ibs 8' WPC,25096-14 20 Ibs 9' WPC,25108-14 231bs 5' P030060 20 Ibs PO 30072 24 Ibs 7' PO30084 30 Ibs 3"sq. x 12ga. 6' 8' PO 30096 34 Ibs 9' PO 30108 39 Ibs 10' PO30120 431bs n 6' 7' PO40072 39 Ibs PO 40084 47 Ibs 4"sq. x 11ga. 8' PO40096 54 Ibs 1 10' PO40120 671bs 6"sq. x .1875" wall 8"sq. x .25" wall 9' PO40108 61 Ibs 7' PO 60084 102 Ibs 8' P060096 116lbs 9' PO 60108 131 Ibs 10' P060120 1451bs 9' PO 80108 233 Ibs 10' PO80120 2591bs O = COLOR OPTIONS AVAILABLE I 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. 2.54 AMER1STAR ASSA ABLOY TO PLACE YOUR ORDER CALL 888-333-3422 VISIT AMERISTARFENCE.COM MONTAGE" MONTAGE PLUS MONTAGE COMMERCIAL I MONTAGE INDUSTRIAL" I MONTAGE II® MONTAGE PLUS ORNAMENTAL STEEL FENCE MONTAGE PLUS° STEEL PLATED SQUARE POSTS STEEL POSTS POST LENGTH PLATE SIZE ITEM NUMBER I-1 4' 2.5"sq. x 12ga. 6' 5" sq. x .25"/.5625 holes (8833G) PO 25048P 16 Ibs 5' 5" sq. x.25"/.5625 holes (8833G) PO 25060P 19 Ibs 5" sq. x.25"/.5625 holes (8833G) PO 25072P 22 Ibs 1-1 4' 3"sq. x 12ga. 6' 6"sq. x .25"/ .5625 holes (5003G) PO30048P 20 Ibs 5' 6" sq. x.25"/.5625 holes (5003G) PO 30060P 24 Ibs 6" sq. x.25"/.5625 holes (5003G) PO 30072P 30 Ibs r 1 4' 4"sq. x llga. 6' 8" sq. x.375"/.5625 holes (8876G) PO 40048P 33 Ibs 5' 8" sq. x.375"/.5625 holes (8876G) PO 40060P 39 Ibs 8" sq. x.375"/.5625 holes (8876G) PO 40072P O = COLOR OPTIONS AVAILABLE I B = Black N = Bronze 41 Ibs NOTE: Posts used with Majestic may require an additional 1" longer than the panel or gate height, depending on the grade elevation. MONTAGE PLUS° POST CAPS STANDARD FLAT CAP Steel BALL CAP Aluminum ITEM NUMBER 1.75" sq AO 505P .1 Ibs 2"sq AO 506 .2 Ibs 2.5" sq AO 507 .3 Ibs 3" sq AO 508 .3 Ibs 4" sq AO 509 .4 Ibs 6" sq AO515 .8 Ibs 8" sq AO801 2 Ibs CAP SIZE ITEM NUMBER 2" sq HO508R .1 Ibs 2.5" sq AO513 .1 Ibs 3" sq AO516 .8 Ibs 4" sq A0 517 2 Ibs 6" sq AO521 8 Ibs O = COLOR OPTIONS AVAILABLE 1 B = Black N = Bronze W = White S = Sand Effective: 01/06/15 TO PLACE YOUR ORDER CALL 888-333-3422 VISIT AMERISTARFENCE.COM IASSA AB WY AMER1STAR 2.55 MONTAGE II ` I MONTAGE INDUSTRIAL' I MONTAGE COMMERCIAL' MONTAGE PLUS ORNAMENTAL STEEL FENCE MONTAGE PLUS 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 & Pla? 3" air space) Welded and Rackable (ATF—All Terrain Flexibility) Orna mental 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 B111 — 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. Effective: 01/06/15 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 (Le. 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" airspace) 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 (specify4.675"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 2.56 AMER1STAR ASSA ABLOY TO PLACE YOUR ORDER CALL 888-333-3422 VISIT AMERISTARFENCE.COM MONTAGE" MONTAGE PLUS MONTAGE COMMERCIAL I MONTAGE INDUSTRIAL I MONTAGE II MONTAGE PLUS ORNAMENTAL STEEL FENCE MONTAGE PLUS' I 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 (specifyBlackorBronze). 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 IASSA AB LOY AMER1STAR 2.57 MONTAGE II `°' I MONTAGE INDUSTRIAL' I MONTAGE COMMERCIAL MONTAGE PLUS ORNAMENTAL STEEL FENCE MONTAGE PLUS' MONTAGE PLUS° CONSTRUCTION SPECIFICATION 32 31 19 WELDED ORNAMENTAL STEEL FENCE PRODUCTS FENCE POSTS MINIMUM SIZES FOR MONTAGE PLUS POSTS PANEL HEIGHTS 2.5" x 16 ga. up to & including 6' heights 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"x3/16"wall 6"x3/16"wall 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 13117, 0114, 01654 Corrosion resistance over 1,500 hours (scribed perD1654; failure mode is accumulation of 1/8" coating loss from scribe or medium #8 blisters) IMPACT RESISTANCE D2794 Impact resistance over 60" Ib. (forward impact using 0.625" ball). WEATHERING RESISTANCE D822 D2144, D523 (60° 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). 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" 0.C. 95" 95" 95" 95.5" *95" *95.5" *When using 8B113 swivel brackets on either or both ends of a panel Installation, care must be taken to ensure the spac'ng between post and adjoining pickets meets applicable codes. This will require trimming one or both ends of the panel. 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/ASCE7-05, 'American Soc'ety 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 PE. Certification Effective: 01/06/15 2.58 AMERISTAR ASSA ABLAY TO PLACE YOUR ORDER CALL 888-333-3422 I VISIT AMERISTARFENCE.COM MONTAGE" MONTAGE PLUS MONTAGE COMMERCIAL I MONTAGE INDUSTRIAL I MONTAGE II® MONTAGE PLUS ORNAMENTAL STEEL FENCE 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 APPLICATION Fence Installations 0 to 1 Mile from Salt Water Coast Line Fence Installations 1 Mile to 10 Miles from Salt Water Coast Line Fence Installations Over 10 Miles from Salt Water Coast Line 5 YEARS 10 YEARS 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. 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. 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BOX 168 LEAVENWORTH, KANSAS 66048 2/25/2026 FAX: (913) 682-7592 Change Order Request TAP-3454(401) NW Vivion Rd WB Lane Shoulder Repair 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 Estimated Cost: Working Days Requested: 0 $17,742.55 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 President 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. Cc: File