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2022-04-18 I01D_02 Triumph Park_Change Order 7
AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: April 18, 2022 AGENDA ITEM:Consideration of approval of Change Order No. 7 to Larson Construction, Co., Inc., for the Triumph Park Project increasing the contract in the amount of $39,666.62. FORMAT:Consent Agenda SYNOPSIS INCLUDING PRO & CON: Change Order No. 7 to Larson Construction, Co., Inc., is for: Item #1: $5,371.69 Cabling Adjustments: This change accounts for the added Cat 6 cables (2 per) to both the concessions and maintenance buildings. Also includes the rough-in work to add these cables to the maintenance building. This was requested by city staff. Items #2: $6,598.95 Fiber Handhole Adjustments: Adjustment of the Fiber Routing to match with the Douglas R.O.W. connections. Adds in 1 (3” Conduit) to the new handhole location as well as additional length of 12-strand single mode fiber from the maintenance building to the street. Items #3: $17,501.81 Soffit Light Fixture Blocking: The construction drawings did not detail enough soffit depth below the structure to fit the recessed light fixtures at the 3 concessions buildings and 1 Miracle building. This change added a layer of 2X4’s on the entire underside of the soffit for an additional 1 ½” needed to accommodate the fixtures. Fixtures were on site, there were no other solutions available. If this had been caught during design, we would have chosen the same solution at that time. Items #4: $4,683.44 Miracle Building Water Fountain Adjustments: This change was to adjust the drinking fountain type in this location. This location required a different fountain type than the others. There was some re-work in the plumbing behind the wall but a majority of this change is the difference in cost between the two fountain types. Items #5: 5,510.73 NE Quadrant Flagpole: Each of the three quads were intended to have a flagpole. The NE Quadrant flagpole was inadvertently left off of the plan call-out. I1D2 Project Budget Update Total Construction Project Total: $18,866,000 Change Order 1-6 Total: $448,098.91 Budgeted Contingency (3%) Total: $592,080.00 Remaining Contingency Total: $143,981.09 Percentage of Project Complete(Estimate) 87% completed FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: STAFF REVIEW AND COMMENT: Approve Change Order RECOMMENDATION: Approve the resolution. ATTACHMENTS: I. Letter of Recommendation II. Change Order No. 7 PREPARED BY: Matt Jermier REVIEWED BY: PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: April 7, 2022 Mr. Matt Jermier, Director Waukee Parks and Recreation Department City of Waukee 805 University Avenue Waukee, IA 50263 RE: Change Order #7 Triumph Park Dear Mr. Jermier: Attached please find Change Order #7 totaling the amount of $39,666.62, for approval and signature by Waukee City Council. Quantities have been reviewed and agreed upon by the contractor, City staff, and Confluence. The City and the Design Team have been on site reviewing items, attending meetings and completing site review several times a week for the past months. The five items below are all things that have been thoroughly reviewed with the team. As you know, many discussions happen in the field, get approved and we agree to move forward with no cost changes. Your staff and design team are working hard to keep these change orders to a minimum. This Change Order accounts for five items: Item #1: Cabling Adjustments $5,371.69 These change accounts for the added Cat 6 cables (2 per) to both the concessions and maintenance buildings. Also includes the rough-in work to add these cables to the maintenance building. Item #2: Fiber Handhole Adjustments $6,598.95 Adjustment of the Fiber Routing to match with the Douglas R.O.W. connections. Adds in 1 (3” Conduit) to the new handhole location as well as and additional length of 12-strand single mode fiber from the maintenance building to the street. Item #3: Soffit Light Fixture Blocking $17,501.81 The construction drawings did not detail enough soffit depth below the structure to fit the recessed light fixtures at the 3 Concessions buildings and 1 Miracle building. This change added a layer of 2x4’s on the entire underside of the soffit for an additional 1 ½” needed to accommodate the fixtures. Fixtures were on site, there were no other solutions available. If this had been caught during design, we would have chosen the same solution at that time, and the owner would have incurred that cost. Item #4: Miracle Building Water Fountain Adjustments $4,683.44 This change was to adjust the drinking fountain type in this location. This location required a different fountain type that than the others. There was some slight re-work in the plumbing behind the wall but a majority of this change is the difference in cost between he two fountain types. Item #5: NE Quadrant Flagpole $5,510.73 Each of the three quads were intended to have a flagpole on site. The NE Quadrant flagpole was inadvertently left off of the plan call-out. This change it to add this flagpole into the project. Confluence recommends approval of CO with payment as indicated. If there are any questions, please let me know. Respectfully, Confluence City of Waukee ___________ ____________________________________ Matthew O. Carlile, PLA, ASLA. LEED AP Brad Deets Principal City Administrator 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors Van Maanen 5,040.29$ Supplier -$ LCCI -$ Sub-Total 5,040.29$ 5% OH&P (Subcontractors)252.01$ 10% OH&P (LCCI/Suppliers)-$ 1.5% Bond 79.38$ TOTAL 5,371.69$ COR revised to remove the duplicated Van Maanen Technology cost Respectfully, Jeff Mertz Larson Construction Co., Inc. Per ASI #017 - Cabling Adjustments for all concessiuon and maintenance buildings. Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com January 6, 2022 Change Order Request #030r COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS thinkconfluence.com ASI 17 ATTENTION: Jeff Mertz DATE: June 17, 2021 COMPANY: Larson Construction PROJECT: Triumph Park ADDRESS: 600 17th St. SE PROJECT #: 17393-02 CITY/STATE/ZIP: Independence, IA 50211 FROM: John Aceto EMAIL: jmertz@larsonconst.com SUBMITTED FOR: ☐ APPROVAL ☐ REVIEW AND COMMENT ☒ INFORMATION ☐ USE ☒ DISTRIBUTION ☒ RECORDS COPY: Brandon Chandler, KCL Engineering NOTES: CHANGES TO THE SPECIFICATIONS 1. N/A CHANGES TO THE DRAWINGS 1. 1-T101 – TECHNOLOGY PLAN – CONCESSIONS BUILDINGS a. ADD – (2) Category 6 cables from Mech/Elec Room 1-103 to above ceiling in Meeting/Umpire Room 1-104 terminated in surface mount box, refer to attached drawing. b. ADD – (2) Category 6 cables from Mech/Elec Room 1-103 to above ceiling in Concessions 1-100 terminated in surface mount box, refer to attached drawing. 2. 2-T101 – TECHNOLOGY PLAN – MAINTENANCE BUILDING a. ADD – (2) Category 6 cables from Electrical 2-111 to above ceiling in Office Area 2- 102 terminated in surface mount box, refer to attached drawing. b. ADD – (4 total) Category 6 cables from Electrical 2-111 to above ceiling in Garage 2- 109 terminated in surface mount box, refer to attached drawing. c. ADD – Rough-in, pathway, and (2) Category 6 cables in Garage 2-109 at the 2 locations noted, refer to attached drawing. End of ASI 17 6 -Surface Mount Boxes 250'-1" EMT 25 -1" EMT Couplings 12 -1" EMT Connectors 24 -1" EMT Bushings 12 -Deep 4sq Boxes 31 -EMT Straps 43 -Anchors -VMT Quote - see attached. Hours x $65.00 Material:$828.83 Labor:$1,062.75 10% O&M:$189.15 VMT Quote:$2,818.63 VME 5% O&M:$140.93 Total:$5,040.29 12/8/2021 Date Date Material: 16.35 Contractor: Larson Construction Project Name: Waukee Triumph Park Approved by Approved by Scope:Add technology drops per ASI-17 x all 3 concession buildings & the maintenance building. ASI - 17 Project Address: Waukee, IA Labor: Newton, IA 50208 641-791-9473 Office ASI 500 Iowa Speedway Drive ITEM #Company Description Quantity Unit Labor Material Bid Form Unit Cost Lump Sum TOTAL 1 Van Maanen add technology drops 1 ls 5,040.29$ 5,040.29$ 2 ls -$ 3 ls -$ -$ 4 ls -$ -$ 5 ls -$ -$ 6 ls -$ -$ 7 ls -$ -$ 8 ls -$ -$ 9 ls -$ -$ 10 ls -$ -$ 11 ls -$ -$ 12 ls -$ -$ 13 ls -$ -$ 14 ls -$ -$ 15 ls -$ -$ 5,040.29$ Van Maanen Change Order Request #030r - Subcontractors TOTAL 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors 6,191.84$ Supplier -$ LCCI -$ Sub-Total 6,191.84$ 5% OH&P (Subcontractors)309.59$ 10% OH&P (LCCI/Suppliers)-$ 1.5% Bond 97.52$ TOTAL 6,598.95$ Respectfully, Angie Price Larson Construction Co., Inc. Per ASI 024r - interconnection of city and triumph park fiber - Option #2 OPTION #2: Maintenance Building - MDF, Concessions #1 - IDF (see attached ASI #24r for details) Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com March 30, 2022 Change Order Request #031r2 - option #2 COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS Page 1 of 1 Proposal Request ASI No.: 24r Project: Triumph Park – Waukee, IA Project No.: 17393 Date: March 22, 2022 Please provide an itemized quotation for the items listed below. This is not a change order, construction directive or a direction to proceed with the work described. Technology Sheet T001 – Technology Plan – Site 1) REVISE the location of HH-6 the west of NW 4th Street and deduct 115’-0” to 130’-0” length of (1) 3” conduit. 2) REMOVE 500’-0” to 525’-0” length of singlemode fiber between Concessions #3 and original location of HH-6. Adding the interconnection between the city fiber and the Triumph Park fiber network OPTION #1: Concessions #1 - MDF 3) REVISE the original plan to provide a mid-sheath fiber entry in a new handhole “HH-7” at the intersection of Douglas and 10th Street. The Joint Utility Trench is located 300’-0” to 320’-0” to the north of HH-1. Refer to the revised sheet T001 attached for that sketched location. a) PROVIDE one (1) handhole identified as “HH-7” to the north over the joint utility trench at the intersection of Douglas and 10th. b) PROVIDE one (1) 3” conduit from handhole HH-1 to handhole HH-7 to the north at the intersection of Douglas and 10th. Field verify its location to confirm the material lengths necessary for a complete installation. c) PROVIDE additional length of 12-strand singlemode fiber to accommodate this new pathway along with 15’-0” of a managed slack loop. * OPTION #2: Maintenance Building - MDF, Concessions #1 - IDF 4) REVISE the original plan to provide a mid-sheath fiber entry at the existing city-owned handhole labeled “JUT-HH” north of the Maintenance building at Douglas. The Joint Utility Trench handhole is located 175’-0” to 200’-0” to the north of HH-4. Refer to the revised sheet T001 attached for that sketched location. a) PROVIDE one (1) 3” conduit from HH-4 to the existing city-owned handhole labeled “JUT-HH” to the north at Douglas. Field verify its location to confirm the material lengths necessary for a complete installation. b) PROVIDE additional length of 12-strand singlemode fiber from the maintenance building to the JUT-HH to accommodate this new pathway along with 15’-0” of a managed slack loop. * *Pricing should not include mid-sheath entry labor and fusion splice materials as this scope is still required and currently represented inside the bid of the project. Provide these same terminations at the new location. (either option) * Attachments: T001.pdf D 16 8 8 8 8 3 0 2 0 1 0 C6 01 L210 01 L213 01 L214 01 L211 01 L212 01 L211 01 L213 01 L211 01 L211 01 L215 02 L214 02 L214 01 L212 03 L214 FFE 996.14 FFE 999.54 FF E 1 0 0 4 . 7 8 FF E 1 0 0 1 . 2 5 FFE 1004.43 FFE 1001.47 100-YEAR FLOOD ELEVATION: 990.52 100-YEAR FLOOD ELEVATION: 990.52 100-YEAR FLOOD ELEVATION: 990.52 100-YEAR FLOOD ELEVATION: 990.52 NW 4 T H S T . NW 4TH ST. 100-YEAR FLOOD ELEVATION: 990.52 100-YEAR FLOOD ELEVATION: 990.52 FFE 994.97 100-YEAR FLOOD ELEVATION: 990.52 100-YEAR FLOOD ELEVATION: 990.52 100-YEAR FLOOD ELEVATION: 990.52 100-YEAR FLOOD ELEVATION: 990.52 100-YEAR FLOOD ELEVATION: 990.52 100-YEAR FLOOD ELEVATION: 990.52 NW 1 0 T H S T . 100-YEAR FLOOD ELEVATION: 990.52 100-YEAR FLOOD ELEVATION: 990.52 100-YEAR FLOOD ELEVATION: 990.52 N W DOUGLAS PK W Y NW DOUGLAS PKWY FFE 994.97 NW DOUGLAS PKWY NW 1 0 T H S T . D 16 8 8 8 8 3 0 2 0 1 0 C6 C O N NE CT T O 12 " M A INW IT H TA PP IN G SL EE VE A ND V AL VE C O N NE CT T O 12 " M A INW IT H TA PP IN G SL EE VE A ND V AL VE C O N NE CT T O 12 " M A INW IT H TA PP IN G SL EE VE A ND V AL VE C O N NE CT T O 12 " M A INW IT H TA PP IN G SL EE VE A ND V AL VE C O N NE CT TO 8 " M A INW IT H TA PP IN G SL EE VE A ND V AL VE 4 5 DEGB E ND 4 5 DEGB E ND 4 5 DEGB E ND 4 5 DEGB E ND 4 5 DEGB E ND 4 5 DEGB E ND 4 5 DEGB E ND 4 5 DEGB E ND 4 5 DEGB E ND 9 0 DEGB E ND 9 0 DEGB E ND 9 0 DEGB E ND 8 X 6 TE E 6 X 6 TE E 8 X 6 TE E 8 X 6 TE E 6 X 6 TE E H Y DR AN T A SS EM BL Y H Y DR AN T A SS EM BL Y H Y DR AN T A SS EM BL Y H Y DR AN T A SS EM BL Y H Y DR AN T A SS EM BL Y H Y DR AN T A SS EM BL Y 6 X 6 TE E 4 " S AN IT AR YC LE ANO UT 4 " S AN IT AR YC LE ANO UT 4 " S AN IT AR YC LE ANO UT 4 " S AN IT AR YC LE ANO UT 4 " S AN IT AR YC LE ANO UT 4 " S AN IT AR YC LE ANO UT 4 " S AN IT AR YS E RV IC E CO NN EC TI O N 4 " S AN IT AR YS E RV IC E CO NN EC TI O N 4 " S AN IT AR YS E RV IC E CO NN EC TI O N 4 " S AN IT AR YS E RV IC E CO NN EC TI O N 4 " S AN IT AR YS E RV IC E CO NN EC TI O N 4 5 DEGB E ND 4 " WYEC O N NE CTI O N 4 " WYEC O N NE CTI O N 4 " WYEC O N NE CTI O N 4 " WYEC O N NE CTI O N 4 " WYEC O N NE CTI O N 4 " WYEC O N NE CTI O N 4 " WYEC O N NE CTI O N 4 " WYEC O N NE CTI O N 4 0 0' R AD IU S 4 0 0' R AD IU S 4 0 0' R AD IU S 4 0 0' R AD IU S 4 0 0' R AD IU S 4 0 0' R AD IU S CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO W V CO CO CO CO D D D D D D D D D D D D D D D D D D D D D CO CO CO COCO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO GENERAL NOTES: A. COORDINATE LOCATION/INSTALLATION OF MECHANICAL AND ELECTRICAL WORK WITH ALL OTHER TRADES. NO ASPECT OF A SYSTEM INSTALLATION OR ITS ROUGH-IN SHALL COMMENCE UNTIL PROPER AND TIMELY COORDINATION WITH ALL TRADES ASSOCIATED WITH THE INSTALLATION HAS TRANSPIRED. ITEMS TO BE COORDINATED SHALL INCLUDE BUT NOT BE LIMITED TO: • BUILDING STRUCTURE, SHEET METAL, PIPING SYSTEMS, LIGHT FIXTURES, CONDUITS, CABLE TRAYS, ETC. REFER TO ALL GENERAL, MECHANICAL, AND ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. B. PROVIDE THE REQUIRED PENETRATIONS WHILE ROUTING CABLING THROUGH THE BUILDING. COORDINATE FIRE RATED PENETRATIONS. PROVIDE CONDUIT SLEEVES AND FIRE STOPPING TO MAINTAIN THAT RATING. C. PROVIDE J-HOOKS, BRIDLE RINGS AND OTHER ACCESSORIES REQUIRED TO SUPPORT ALL TELECOMMUNICATIONS AND SECURITY MANAGEMENT SYSTEM CABLING. D. REFER TO ELECTRICAL DETAILS DRAWINGS FOR ADDITIONAL INFORMATION. E. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. ISSUED FOR CONSTRUCTION SET FOR CONSTRUCTION 525 17TH STREET DES MOINES, IOWA 50309 PH: 515.288.4875 FAX: 515.288.8359 CONTACT: JOHN ACETO ARCHITECT ETHOS DESIGN GROUP 119 2ND STREET, P.O. BOX 169 POLK CITY, IA 50226 PH: 515.984.3077 CONTACT: JEREMY WALLIN CONFLUENCE PROJECT NO: 17393 COPYRIGHT © 2020 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. STRUCTURAL ENGINEER KPFF ENGINEERING 604 LOCUST STREET, SUITE 202 DES MOINES, IA 50309 PH: 515.279.3900 CONTACT: ANDREW FAUST LANDSCAPE ARCHITECT CONFLUENCE TR I U M P H P A R K WA U K E E / I O W A CIVIL ENGINEER FOTH ENGINEERING 8191 BIRCHWOOD CT, SUITE L JOHNSTON, IA 50131 PH: 515.254.1393 CONTACT: JOSH DEBOWER REVISION SCHEDULE ISSUE DATE DESCRIPTION MEP KCL ENGINEERING 300 4TH STREET WEST DES MOINES, IA 50265 PH: 515.724.7938 CONTACT: JONATHON LACROIX 1 7/21/2020 100% BID SET 2 8/07/2020 ADDENDUM 02 3 9/09/2020 CONSTRUCTION SET T001 TECHNOLOGY PLAN - SITE 1" = 100'-0"1 SITE PLAN - TECHNOLOGY SITE FIBER PATHWAY, 3" CONDUIT CAM-3 CAM-3 CAM-2 SITE FIBER PATHWAY, 3" CONDUIT SITE FIBER PATHWAY, 3" CONDUIT SITE FIBER PATHWAY, 3" CONDUIT CAM-1 CAM-2 CAM-1 CAM-1 CAM-2 1 1-T101 1 1-T101 1 1-T101 1 2-T101CONCESSIONS #1 CONCESSIONS #2 MAINTENANCE BLDG CONCESSIONS #3 MIRACLE BLDG HH-1 HH-2 HH-3 HH-4 HH-5 STUB 3" INCOMING AND OUTGOING CONDUIT IN THE DEDICATE ENTRANCE FACILITY INSIDE THE CONCESSIONS STAND. CONDUIT ROUTING SHALL CONTINUE IN A "DAISY CHAIN" METHOD FOR TELECOMMUNICATIONS SERVICES. NOTES: • CONDUIT SHOULD BE PROVIDED WITH A 3-CELL MAXCELL INNERDUCT ALONG WITH A TRACER WIRE. ALL OF THIS UNDERGROUND CONDUIT WILL BE HDPE/PVC AND NEEDS SOMETHING CONDUCTIVE INSIDE OF IT SO THAT IT CAN BE LOCATED FOR FUTURE DIGS ON THE SITE. HH-7 1 48" X 30" X 36" OPEN BOTTOM POLYMER CONCRETE IN-GROUND BOX HH-6 1 24" X 36" X 24" OPEN BOTTOM POLYMER CONCRETE IN-GROUND BOX HH-5 1 13" X 24" X 24" OPEN BOTTOM POLYMER CONCRETE IN-GROUND BOX HH-4 1 24" X 36" X 24" OPEN BOTTOM POLYMER CONCRETE IN-GROUND BOX HH-3 1 13" X 24" X 24" OPEN BOTTOM POLYMER CONCRETE IN-GROUND BOX HH-2 1 13" X 24" X 24" OPEN BOTTOM POLYMER CONCRETE IN-GROUND BOX HH-1 1 24" X 36" X 24" OPEN BOTTOM POLYMER CONCRETE IN-GROUND BOX HANDHOLE # BOXES DESCRIPTION UNDERGROUND ENCLOSURE SCHEDULE C. PROVIDE POLE MOUNT ACCESSORIES, T98 CABINET, T86 MEDIA CONVERTER, AND T8120 MIDSPAN FOR INSTALLATION. B. PROVIDE WALL/PENDANT MOUNT ACCESSORIES NECESSARY FOR INSTALLATION. A. PROVIDE CEILING MOUNT ACCESSORIES NECESSARY FOR INSTALLATION. NOTES: CAM-3 AXIS P3228-LVE POLE YES 100° 4K, FORENSIC WDR, VANDAL RESISTANT, FIXED DOME C CAM-2 AXIS P3245-LVE WALL YES 100° 1080p, WDR, FIXED DOME, VANDAL RESISTANT B CAM-1 AXIS P3807-PVE CEILING YES 180° 8MP PANORAMIC, WDR, VANDAL RESISTANT A REFERENCE MANUFACTURER MODEL MOUNT OUTDOOR RATING FIELD OF VIEW DESCRIPTION NOTES CAMERA SCHEDULE SP-1 SP-1 SP-1 A. PROVIDE ALL NECESSARY HARDWARE FOR WALL MOUNTING SPEAKERS TO CONCESSIONS BUILDINGS. NOTES: SP-1 HYPERSPIKE MA-MICRO 500W OMNI DIRECTIONAL LOUDSPEAKER, 360° 0.4 MILE RADIUS, 134 Db SPL, 125 Hz - 8 kHz, 41 VRMS, 4Ω A REFERENCE MANUFACTURER MODEL DESCRIPTION NOTES SPEAKER SCHEDULE 7 T300 SITE FIBER PATHWAY, 3" CONDUIT JOINT UTILITY TRENCH FIBER HUB CABINET JOINT UTILITY TRENCH JOINT UTILITY TRENCH JOINT UTILITY TRENCH JOINT UTILITY TRENCH HANDHOLE BANK HH-6 HH-7 JUT-HH OPTION #1: PROVIDE ENCLOSURE EQUAL TO JOINT UTILITY TRENCH PROJECT HANDHOLE TYPE IV OPTION #1 OPTION #2 1 -HH-7 Handhole 320'-3" PVC Conduit 1 -Rock Bed for Handhole 320'-Tracer Wire 320'-Trencher & Backhoe 2 -3" PVC 90's 4 -3" PVC Couplings -VMT Quote - see attached. Hours x $65.00 Material:$4,029.80 Labor:$1,348.75 10% O&M:$537.77 VMT Quote:$3,663.18 VME 5% O&M:$183.16 Total:$9,762.66 200'-3" PVC Conduit 1 -3" PVC 90 2 -3" PVC Couplings 200'-Trencher & Backhoe 200'-Tracer Wire -VMT Quote - see attached. Hours x $65.00 Material:$1,878.00 Labor:$984.10 10% O&M:$286.21 VMT Quote:$2,898.60 VME 5% O&M:$144.93 Total:$6,191.84 3/29/2022 Date Date Option #1 20.75 Contractor: Larson Construction Project Name: Waukee Triumph Park Approved by Approved by Scope:Work up pricing per ASI 24R. ASI - 24R Project Address: Waukee, IA Labor: Option #2 Labor: 15.14 Newton, IA 50208 641-791-9473 Office ASI 500 Iowa Speedway Drive ITEM #Company Description Quantity Unit Labor Material Bid Form Unit Cost Lump Sum TOTAL 1 Van Maanen (VM Technology quoted included in this amount) Option 2 ls -$ 6,191.84$ 2 ls -$ -$ 3 ls -$ -$ 4 ls -$ -$ 5 ls -$ -$ 6 ls -$ -$ 7 ls -$ -$ 8 ls -$ -$ 9 ls -$ -$ 10 ls -$ -$ 11 ls -$ -$ 12 ls -$ -$ 13 ls -$ -$ 14 ls -$ -$ 15 ls -$ -$ 6,191.84$ Change Order Request #031r2 - option #2 - Subcontractors TOTAL 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors -$ Supplier -$ LCCI 15,675.61$ Sub-Total 15,675.61$ 5% OH&P (Subcontractors)-$ 10% OH&P (LCCI/Suppliers)1,567.56$ 1.5% Bond 258.65$ TOTAL 17,501.81$ Respectfully, Jeff Mertz Larson Construction Co., Inc. Per RFI #079 - Light fixtures in concession soffits Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 1.3 January 7, 2022 Change Order Request #038 COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS Larson Construction Co., Inc. DESCRIPTION Quantity Unit Labor Material Totals Concession - Revised -$ Add 2x4 layer 1472 lf $1.50 $1.30 4,121.60$ 3 Concessions 12,364.80$ Miracle - Revised Add layer 2x4 794 lf $1.50 $0.88 1,885.75$ -$ Total 1,885.75$ 14,250.55$ 712.53$ 712.53$ 15,675.61$ Total Change Order Request #038 - Larson Construction Sub-TOTAL 5% Small Tools Allowance Fuel Allowance P.O. Box 112 INDEPENDENCE, IOWA 50644 Telephone (319) 334-7061 Fax (319) 334-4474 Web-site: larsonconst.com PROJECT:Triumph Park RFI #079 GENERAL CONTRACTOR:Larson Construction Company, Inc. ARCHITECT:CONFLUENCE Attn: John Aceto Subject: Drawing Detail Specification Question by: Date: Submitted by:Reviewed by: Answered by: Date: Distribution: Larson Construction 12/15/2021 Action Required by: Confluence, Ethos, KCL Ann Schwartz/Travis SchwartzJeff Mertz The light fixtures specified for the soffits of the concessions and miracle building run perpendicular to the roof framing. The depth of these fixtures (approved and delivered to site) requires 4 1/2" of clearance under the roof framing to not require cutting of the roof members. Please verify direction of light fixtures and if cutting of the bottom of the roof joist is allowed. If not allowed, an additional 1-1/2" of blocking will be required under all soffits. Please advise. (Fixture F5 spec sheet and drawing attached for reference.) REQUEST FOR INFORMATION Light Fixtures - concession soffits 265100 - Fixture F5 Please provide a cost to fur out the soffit to accommodate the light fixtures. Dana Pedersen 12-22-2021 Submitted by Lighting Solutions of Iowa Job Name: Triumph Park - Waukee Distributor: Electrical Engineering & Equipment Windsor Heights (Windsor Heights) Catalog Number: RXT-F-FF-03L40-1C-U-D-W-8 Notes: Type: F5 LSI20-46050 Index Page1/2Submitted On: Oct 21, 2020 Submitted by Lighting Solutions of Iowa Job Name: Triumph Park - Waukee Distributor: Electrical Engineering & Equipment Windsor Heights (Windsor Heights) Catalog Number: RXT-F-FF-03L40-1C-U-D-W-8 Notes: Type: F5 LSI20-46050 Index Page2/2Submitted On: Oct 21, 2020 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors The Plumbing Co.4,394.50$ Supplier -$ LCCI -$ Sub-Total 4,394.50$ 5% OH&P (Subcontractors)219.73$ 10% OH&P (LCCI/Suppliers)-$ 1.5% Bond 69.21$ TOTAL 4,683.44$ Notes/Comments Revised pricing - adjusted credit for existing drinking fountain. Confirmed labor to rework plumbing; a new run has to be installed. Respectfully, Angie Price Larson Construction Co., Inc. Per RFI #070 - Miracle Bldg Water Fountain Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com April 4, 2022 Change Order Request #040r2 COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS P.O. Box 112 INDEPENDENCE, IOWA 50644 Telephone (319) 334-7061 Fax (319) 334-4474 Web-site: larsonconst.com PROJECT:Triumph Park RFI #70 GENERAL CONTRACTOR:Larson Construction Company, Inc. ARCHITECT:CONFLUENCE Attn: John Aceto Subject: Drawing Detail Specification Question by: Date: Submitted by:Reviewed by: Answered by: Date: Distribution: Larson Construction 9/22/2021 Action Required by: Confluence Ann Schwartz/Travis SchwartzJeff Mertz The water Fountains at the Concession Stands are called out to EWC-2 on page 1-P101. The plumbing specs found on page P500 do not have a EWC-2 listed. Can there be a EWC-2 spec identified please. The water fountain on page 3-P101 for the miricle building calls out spec EWC-1. This is shown on Page P500, this type of water fountain requires an outlet, on page 3-E301 there is no outlet shown. Please advice. REQUEST FOR INFORMATION Water Fountains 1-P101, 3-P101, P500, 3-E301 provide Elkay lk4406 outdoor bi-level drinking fountain. Owner/Architect to confirm color prior to release. Install so that unit can be drained down during winterization. Refer to cut sheet attached. Brandon Chandler / KCL 09.24.2021 3" -GW 3" -SAN 3" -SAN 3" -SAN 3" -SAN 3" -SAN 4" -SAN 1.A 1.B1.C 1.1 1.2 1.F1.E1.D TO SK-4 FD FCO FCO FD FDFD LAV GCO FDFD 4" - SAN MBMB 2 1/2" -CW 2 1/2" CW UP 2" -GW FD 4" -SANTO WC(x2) TO WC(x2) TO WC(1) & UR(1) TO WC(1) & UR(1) TO WC(1) & UR(1) 3" -SAN TO L(x2) 4" -SAN 4" -SAN 4" -GW GI-1 1000 GAL 2" V UP 2" V UP 2" V UP 2" V UP 2" V UP 2" V UP 2" V UP 3" - V FD 2" -SAN 3" -GW 2" V UP 2" -GW 3" -GW 4" -SAN TO EWC EXTEND 4" SANITARY 5'-0" BEYOND OUTLINE OF BUILDING. REFER TO CIVIL FOR CONTINUATION EXTEND 2-1/2" COLD WATER 5'-0" BEYOND OUTLINE OF BUILDING. REFER TO CIVIL FOR CONTINUATION TO L(x2) 3" V UP 2" V UP 2" -GW 1-104 MEETING / UMPIRE ROOM 1-102 CONCESSION STORAGE 1-100 CONCESSIONS 1-106 WOMENS 1-107 MENS ? ? WH-2 3"FD-1 L-1 L-1 L-1 L-1 3"FD-1 UR-1WC-2 WC-2 WC-2 WC-2 WC-2 UR-2 UR-2 3"FD-13"FD-1 WC-1 WC-1 FD-1 MB-1 L-1 EWC-2 1.A 1.B 1.C 1.1 1.2 1.F 1.E 1.D 2"FD-1 FCO-1 SK-4 GI-1 24" ACCESS MANHOLE FD-1 HB-1 HB-1 GCO-1 FCO-1 MB-1 2 1/2" -CW 3/4" -CW 2 1/2" -CW 3/4" -HW 2"FD-1 2" -CW 2 1/2" -CW 1" -CWWHA-C 3/ 4 " - HW 2" V UP TO 4" VTR 2" -V 2" -V 2" -V 2" -V 3/4" -HW 2" V UP TO 4" VTR 2" -V 2" -V 2" -V 2" -V 3" V UP TO 4" VTR. PROVIDE CHARCOAL FILTER GENERAL NOTES: A. REFER TO M000 FOR GENERAL NOTES & SYMBOLS. B. REFER TO P300 FOR PLUMBING DETAILS. C. REFER TO P500 FOR PLUMBING SCHEDULES. D. REFER TO PLUMBING FIXTURE ROUGH-IN SCHEDULE FOR BRANCH PIPE SIZING TO INDIVIDUAL PLUMBING FIXTURES. E. COORDINATE PIPE ROUTING WITH DUCTWORK. DUCTWORK HAS PRIORITY OVER PRESSURE PIPING. ROUTE PIPING WITHIN JOIST SPACES WHERE POSSIBLE. F. BRANCH PIPING SHALL BE TAKEN OFF THE TOP OF MAIN PIPING. ISSUED FOR CONSTRUCTION SET FOR CONSTRUCTION 525 17TH STREET DES MOINES, IOWA 50309 PH: 515.288.4875 FAX: 515.288.8359 CONTACT: JOHN ACETO ARCHITECT ETHOS DESIGN GROUP 119 2ND STREET, P.O. BOX 169 POLK CITY, IA 50226 PH: 515.984.3077 CONTACT: JEREMY WALLIN CONFLUENCE PROJECT NO: 17393 COPYRIGHT © 2020 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. STRUCTURAL ENGINEER KPFF ENGINEERING 604 LOCUST STREET, SUITE 202 DES MOINES, IA 50309 PH: 515.279.3900 CONTACT: ANDREW FAUST LANDSCAPE ARCHITECT CONFLUENCE TR I U M P H P A R K WA U K E E / I O W A CIVIL ENGINEER FOTH ENGINEERING 8191 BIRCHWOOD CT, SUITE L JOHNSTON, IA 50131 PH: 515.254.1393 CONTACT: JOSH DEBOWER REVISION SCHEDULE ISSUE DATE DESCRIPTION MEP KCL ENGINEERING 300 4TH STREET WEST DES MOINES, IA 50265 PH: 515.724.7938 CONTACT: JONATHON LACROIX 1 7/21/2020 100% BID SET 2 8/07/2020 ADDENDUM 02 3 9/09/2020 CONSTRUCTION SET 1-P101 PLUMBING PLANS - CONCESSIONS BUILDINGS 1/8" = 1'-0"1 CONCESSIONS - UNDERFLOOR PLUMBING 1/8" = 1'-0"2 CONCESSIONS - MAIN FLOOR PLUMBING RFI #030 HB-1x xx x x x x RFI #035 3.3 1.J 3.23.1 3-100 STORAGE / MECH / JC 3-101 FAMILY RR 3-102 FAMILY RR 3-103 WOMENS RR 3-104 MENS RR WC-1 FD-1 FD-1 L-1 L-1UR-1UR-1 WC-1 WC-1 WC-1 L-1 L-1 FD-1FD-1 WH-3 FD-1 FD-1 WC-1 L-1 WC-1 FD-1 L-1 MB-1HB-1 3.B 3.C HB-1 EWC-1 2 1/2" - CW DOWN 8 P300 3/4" -CW 1" -CW 1 1/2" -CW 1" -HW 3/4" -HW 3/ 4 " - HW 2 1 / 2 " - CW 1" -CW 1 1/2" -CW 2" -CW 2 1/2" -CW 3/4" -CW 2" V UP TO 4" VTR 2" -V 2" -V 2" -V 4" -SAN 4" - SA N 4" -SAN 1 1/2" -CW 1 1/4" -CW 2" -V 2" V UP TO 4" VTR 2" -V 2" -V 3/4" -CW 3.3 1.J 3.23.1 3.B 3.C 4" - SA N FD FD FD FDFD WC (2) 4" -SAN4" -SAN 3" -SAN 3" -SAN 3" -SAN 3" -SAN 3" -SAN MB 2 1/2" - CW UP 2 1/2" -CW UP TO RESTROOM GROUP 4" -SAN EXTEND 4" SAN 5'-0" BEYOND BUILDING. REFER TO CIVIL FOR PIPE CONTINUATION FD FD 2" V UP 2" V UP 2" V UP 2" V UP 2" V UP 3" -SAN 3" -SAN L 4" -SAN 2" -V 2" -SAN L EXTEND 2 1/2" COLD WATER 5'-0" BEYOND BUILDING. REFER TO CIVIL FOR PIPE CONTINUATION GENERAL NOTES: A. REFER TO M000 FOR GENERAL NOTES & SYMBOLS. B. REFER TO P300 FOR PLUMBING DETAILS. C. REFER TO P500 FOR PLUMBING SCHEDULES. D. REFER TO PLUMBING FIXTURE ROUGH-IN SCHEDULE FOR BRANCH PIPE SIZING TO INDIVIDUAL PLUMBING FIXTURES. E. COORDINATE PIPE ROUTING WITH DUCTWORK. DUCTWORK HAS PRIORITY OVER PRESSURE PIPING. ROUTE PIPING WITHIN JOIST SPACES WHERE POSSIBLE. F. BRANCH PIPING SHALL BE TAKEN OFF THE TOP OF MAIN PIPING. ISSUED FOR CONSTRUCTION SET FOR CONSTRUCTION 525 17TH STREET DES MOINES, IOWA 50309 PH: 515.288.4875 FAX: 515.288.8359 CONTACT: JOHN ACETO ARCHITECT ETHOS DESIGN GROUP 119 2ND STREET, P.O. BOX 169 POLK CITY, IA 50226 PH: 515.984.3077 CONTACT: JEREMY WALLIN CONFLUENCE PROJECT NO: 17393 COPYRIGHT © 2020 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. STRUCTURAL ENGINEER KPFF ENGINEERING 604 LOCUST STREET, SUITE 202 DES MOINES, IA 50309 PH: 515.279.3900 CONTACT: ANDREW FAUST LANDSCAPE ARCHITECT CONFLUENCE TR I U M P H P A R K WA U K E E / I O W A CIVIL ENGINEER FOTH ENGINEERING 8191 BIRCHWOOD CT, SUITE L JOHNSTON, IA 50131 PH: 515.254.1393 CONTACT: JOSH DEBOWER REVISION SCHEDULE ISSUE DATE DESCRIPTION MEP KCL ENGINEERING 300 4TH STREET WEST DES MOINES, IA 50265 PH: 515.724.7938 CONTACT: JONATHON LACROIX 1 7/21/2020 100% BID SET 2 8/07/2020 ADDENDUM 02 3 9/09/2020 CONSTRUCTION SET 3-P101 PLUMBING PLANS - MIRACLE BUILDING 1/4" = 1'-0"1 MIRACLE - PLUMBING 1/4" = 1'-0"2 MIRACLE - UNDERFLOOR PLUMBING D T W W W W D GG G G G G W W DD W 3.C 3.2 3.3 3.1 3.A3.B 1.J 3.2 3.3 3.1 3.C CUH 4 CUH 5 CUH 7 CUH 6 TRANSFORMER T3 PANEL H3 SPORTS LIGHTING CONTROL PANEL PANEL L3 WOMENS RR 3-103 MENS RR 3-104 STORAGE / MECH / JC 3-100 FAMILY RR 3-101 FAMILY RR 3-102 CUH 8 WH-3 EF 14 EF 15 EF 11 EF 12 L3-1,3 L3-2,4 L3-5,7 L3-6,8 L3-9L3-10 L3-11 L3-11 L3-11 L3-11 L3-11 L3-12 L3-12 L3-12 L3-12 L3-13 L3-13 L3-13 L3-13 L3-15,17 11 1 1 L3-19L3-16 EF 13 L3-18 L3-14 ADA PUSHBUTTON AND DOOR OPERATOR 120V CONNECTION. REFER TO DOOR HARDWARE SPEC. TYP. L3-20 L3-20 L3-20 L3-20 POWER GENERAL NOTES 1. COORDINATE LOCATION/INSTALLATION OF MECHANICAL AND ELECTRICAL WORK WITH OTHER TRADES. NO ASPECT OF A SYSTEM INSTALLATION OR ITS ROUGH-IN SHALL COMMENCE UNTIL PROPER AND TIMELY COORDINATION WITH OTHER TRADES ASSOCIATED WITH THE INSTALLATION HAS TRANSPIRED. ITEMS THAT SHALL BE COORDINATED INCLUDE BUT NOT BE LIMITED TO: BUILDING STRUCTURE, SHEET METAL, PIPING SYSTEMS, LIGHT FIXTURES, CONDUITS, CABLE TRAYS, ETC. REFER TO GENERAL, MECHANICAL, AND ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. 2. PROVIDE THE REQUIRED PENETRATIONS WHILE ROUTING CABLING THROUGH THE BUILDING. COORDINATE FIRE RATED WALL PENETRATIONS. PROVIDE CONDUIT SLEEVES AND FIRE STOPPING TO MAINTAIN THAT RATING. 3.COORDINATE FINAL NEMA PLUG CONFIGURATIONS WITH OWNER PROVIDED EQUIPMENT PRIOR TO INSTALLATION. ISSUED FOR CONSTRUCTION SET FOR CONSTRUCTION 525 17TH STREET DES MOINES, IOWA 50309 PH: 515.288.4875 FAX: 515.288.8359 CONTACT: JOHN ACETO ARCHITECT ETHOS DESIGN GROUP 119 2ND STREET, P.O. BOX 169 POLK CITY, IA 50226 PH: 515.984.3077 CONTACT: JEREMY WALLIN CONFLUENCE PROJECT NO: 17393 COPYRIGHT © 2020 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. STRUCTURAL ENGINEER KPFF ENGINEERING 604 LOCUST STREET, SUITE 202 DES MOINES, IA 50309 PH: 515.279.3900 CONTACT: ANDREW FAUST LANDSCAPE ARCHITECT CONFLUENCE TR I U M P H P A R K WA U K E E / I O W A CIVIL ENGINEER FOTH ENGINEERING 8191 BIRCHWOOD CT, SUITE L JOHNSTON, IA 50131 PH: 515.254.1393 CONTACT: JOSH DEBOWER REVISION SCHEDULE ISSUE DATE DESCRIPTION MEP KCL ENGINEERING 300 4TH STREET WEST DES MOINES, IA 50265 PH: 515.724.7938 CONTACT: JONATHON LACROIX 1 7/21/2020 100% BID SET 2 8/07/2020 ADDENDUM 02 3 9/09/2020 CONSTRUCTION SET 3-E301 MIRACLE BUILDING FLOOR PLAN -POWER 1/4" = 1'-0"1 MIRACLE BUILDING FLOOR PLAN - POWER KEYED NOTES 1 CONNECT EXHAUST FAN TO LOCAL LIGHTING CIRCUIT SO FAN OPERATES VIA OCCUPANCY SENSOR. ISSUED FOR CONSTRUCTION SET FOR CONSTRUCTION 525 17TH STREET DES MOINES, IOWA 50309 PH: 515.288.4875 FAX: 515.288.8359 CONTACT: JOHN ACETO ARCHITECT ETHOS DESIGN GROUP 119 2ND STREET, P.O. BOX 169 POLK CITY, IA 50226 PH: 515.984.3077 CONTACT: JEREMY WALLIN CONFLUENCE PROJECT NO: 17393 COPYRIGHT © 2020 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. STRUCTURAL ENGINEER KPFF ENGINEERING 604 LOCUST STREET, SUITE 202 DES MOINES, IA 50309 PH: 515.279.3900 CONTACT: ANDREW FAUST LANDSCAPE ARCHITECT CONFLUENCE TR I U M P H P A R K WA U K E E / I O W A CIVIL ENGINEER FOTH ENGINEERING 8191 BIRCHWOOD CT, SUITE L JOHNSTON, IA 50131 PH: 515.254.1393 CONTACT: JOSH DEBOWER REVISION SCHEDULE ISSUE DATE DESCRIPTION MEP KCL ENGINEERING 300 4TH STREET WEST DES MOINES, IA 50265 PH: 515.724.7938 CONTACT: JONATHON LACROIX 1 7/21/2020 100% BID SET 2 8/07/2020 ADDENDUM 02 3 9/09/2020 CONSTRUCTION SET P500 PLUMBING SCHEDULES 4. MINIMUM 3/4" CW AND HW TO FIXTURE. REDUCE PIPE SIZE AT FIXTURE CONNECTIONS ONLY. 3. CW/HW TO MIXING VALVE. TEPID WATER FROM MIXING VALVE. 2. ALL VERTICAL WASTE RISERS TO FIXTURES AND ALL BELOW FLOOR WASTE SIZES SHALL BE A MINIMUM OF 2". 1. ALL SIZES SHOWN ARE MINIMUM CONNECITON SIZES, REFER TO DRAWINGS FOR FINAL SIZES. NOTES: WATER CLOSET (FLUSH VALVE) 1" - 2" 4" 1 WALL BOX (ICEMAKER) 1/2" - - - 1 URINAL (FLUSH VALVE) 3/4" - 1 1/2" 2" 1 SHOWER 1/2" 1/2" 1 1/2" 2" 1 SINK 1/2" 1/2" 1 1/2" 1 1/2" 1,2 MOP BASIN 3/4" 3/4" 1 1/2" 3" 1 LAVATORY 1/2" 1/2" 1 1/4" 1 1/4" 1,2 HOSE BIBB (INTERIOR) 1/2" - - - 1 FLOOR DRAIN - - 2" 4" 1 EMERGENCY SHOWER & COMBO 1 1/4" 1 1/4" - - 1,3 ELECTRIC WATER COOLER 1/2" - 1 1/2" 1 1/2" 1,2 FIXTURE CW HW VENT WASTE NOTES PLUMBING FIXTURE ROUGH-IN SCHEDULE 5. PUMP RATED FOR 125 PSIG AT 225F 4. PUMP TO CYCLE ON/OFF WITH AUQUASTAT. WITH REMOMOTE SENSOR. INSTALL PER MFR RECOMMENDATIONS. 3. PROVIDE WITH LINE-VOLTAGE, UL LISTED, STRAP-ON AQUASTAT 2. EC TO PROVIDE DISCONNECT. 1. PUMP TO OPERATE CONTINUOUSLY. NOTES: NOTES 1,2,3,4,5 VOLTAGE/PH 120/1 FT HEAD 15 GPM 3.00 SERVES APARTMENTS TYPE INLINE MODEL #UP SERIES MANUFACTURER GRUNDFOS REFERENCE CP-A DOMESTIC CIRC. PUMP 4. PROVIDE WITH CONCENTRIC VENTING KIT. 3. WATER HEATER TO BE ASME RATED 2. UNIT TO MEET REQUIREMENTS OF IECC 2012. 1. PROVIDE WITH ASME RATED T&P RELIEF VALVE NOTES: NOTES 1,2,3,4 1,2,3 1,2,3 VOLTAGE/PH 120/1 120/1 120/1 FLUE 4" SCH. 80 CPVC - - COMBUSTION AIR INTAKE 4" SCH. 80 CPVC - - MAXIMUM GAS SUPPLY PRESSURE 10 IN W.C. - - THERMAL EFFICIENCY 95% .90 UEF 98% BTUH INPUT 50,000 10,240 8,530 RECOVERY GPH 90F RISE 56 14 11 GALLONS 50 30 20 DIMENSIONS (DIAM, HEIGHT) 29.12/68.12 19/46.75 16/31.7 SERVES MAINT. BLDG CONCESSIONS MIRACLE BLDG MODEL #GPVT-50 EMHT-30 EJCT-20 MANUFACTURER AO SMITH AO SMITH AO SMITH REFERENCE WH-1 WH-2 WH-3 WATER HEATER 1. REFER TO PLUMBING FIXTURE ROUGH-IN SCHEDULE FOR MINIMUM CONNECTION SIZES. NOTES: WC-2 (WALL) KOHLER K-4325 WALL MOUNTED 1.6 GPF, WHITE VITREOUS CHINA, ELONGATED BOWL, SIPHON JET TOILET, BOLT CAPS, 1 1/2" TOP SPUD. STANDARD BOWL HEIGHT. SLOAN "8111-MC" OR APPROVED EQUAL, BATTERY POWERED, 1.6 GPF EXPOSED SENSOR OPERATED FLUSH VALVE WITH VANDAL RESISTANT CAP AND OVERRIDE BUTTON. CHURCH 295SSCT WHITE OPEN FRONT SELF-SUSTAINING HEAVY SEAT, INJECTION MOLDED PLASTIC, STAINLESS STEEL POSTS, ESCUTCHEON & WAX RING. WC-1 (WALL/ADA) KOHLER K-4325 WALL MOUNTED 1.6 GPF, WHITE VITREOUS CHINA, ELONGATED BOWL, SIPHON JET TOILET, BOLT CAPS, 1 1/2" TOP SPUD. ADA COMPLIANT BOWL HEIGHT. SLOAN "8111-MC" OR APPROVED EQUAL, BATTERY POWERED, 1.6 GPF EXPOSED SENSOR OPERATED FLUSH VALVE WITH VANDAL RESISTANT CAP AND OVERRIDE BUTTON. CHURCH 295SSCT WHITE OPEN FRONT SELF-SUSTAINING HEAVY SEAT, INJECTION MOLDED PLASTIC, STAINLESS STEEL POSTS, ESCUTCHEON & WAX RING. UR-2 (STANDARD) KOHLER K-4991 WALL-MOUNT, SIPHON JET WITH SHIELDS, WHITE, VITREOUS CHINA, REMOVABLE STAINLESS STEEL STRAINER, 3/4" TOP SPUD. FLOOR MOUNTED CARRIER WITH BEARING PLATE, STANDARD MOUNTING HEIGHT. SLOAN ROYAL "8186" OR APPROVED EQUAL, BATTERY POWERED, 1.0 GPF SENSOR FLUSH VALVE WITH VANDAL RESISTANT CAP. UR-1 (ADA) KOHLER K-4991 WALL-MOUNT, SIPHON JET WITH SHIELDS, WHITE, VITREOUS CHINA, REMOVABLE STAINLESS STEEL STRAINER, 3/4" TOP SPUD. FLOOR MOUNTED CARRIER WITH BEARING PLATE, ADA COMPLIANT MOUNTING HEIGHT. SLOAN ROYAL "8186" OR APPROVED EQUAL, BATTERY POWERED, 1.0 GPF SENSOR FLUSH VALVE WITH VANDAL RESISTANT CAP. SK-2 ELKAY 3C12X16-2-12X TRIPLE COMPARTMENT SINK, 16-GAUGE STAINLESS STEEL, 64" SIDE TO SIDE x 21 3/4" FRONT TO BACK, EACH BOWL 12" L x 16" x 12" DEEP. LEFT AND RIGHT DRAINBOARDS, STAINLESS STEEL LEGS, CENTER DRAIN PLACEMENT. VERIFY FINAL DIMENSIONS FROM ARCH ELEVATION AND MILWORK DRAWINGS. COORDINATE ALL REQUIRED HOLES FOR TRIM AND INDICATE IN SUBMITTAL. REMOVABLE STAINLESS STEEL BASKET STRAINERS AND TAILPIECE. T&S BRASS "MPM-8WLN-12-SWV" 8" WALL MOUNT BASE, 12" SWING NOZZLE, LEVER HANDLES, 8" RISER, 24" FLEXIBLE STAINLESS-STEEL HOSE WITH HEAT RESISTANT HANDLE, 1.07 GPM SPRAY VALVE, COMPRESSION CARTRIDGES WITH SPRING CHECKS. SK-1 (ADA) ELKAY LRAD3321 ADA, DOUBLE BOWL, COUNTER TOP MOUNT, 18-GAUGE STAINLESS STEEL, COMPLETELY UNDERCOATED, 33" SIDE TO SIDE x 21 1/4" FRONT TO BACK, EACH BOWL 13 1/2" x 16" x 6" DEEP. VERIFY FINAL DIMENSIONS FROM ARCH ELEVATION AND MILWORK DRAWINGS. COORDINATE ALL REQUIRED HOLES FOR TRIM AND INDICATE IN SUBMITTAL. REMOVABLE STAINLESS STEEL BASKET STRAINERS AND TAILPIECE. ELKAY "LK3000CR", ADA, BRASS CONSTRUCTION, CHROME-PLATED FINISH, HIGH RISE SWIVEL FAUCET, 8" REACH, 2.2 GPM AERATOR, REMOTE SINGLE LEVER HANDLE, PROVIDE WITH 1/4 TURN, 3/8" BRASS STOPS. SHV-1 (ADA) BRADLEY WS-1WCA-ADA COVERALL WALL SHOWER, TYPE 304 STAINLESS STEEL PANEL POLISHED TO A #4 FINISH, ALL EXPOSED PARTS OF STAINLESS STEEL OR CHROME PLATED BRASS, THERMOSTATIC SHOWER VALVE, 2.0 GPM FLOW, 1/2" NPT FLEXIBLE STAINLESS STEEL SUPPLY INLETS, CHECK STOPS AND INTEGRAL STRAINER. 60" STAINLESS STEEL FLEXIBLE SPRAY HOSE AND POST WITH MOUNTING BRACKETS, ELEVATED IN-LINE BACKFLOW PREVENTER. PROVIDE VANDAL RESISTANT SCREWS AND TOP AND BOTTOM CAPS. COORDINATE MOUNTING HEIGHT WITH ARCHITECT. NA MB-1 FIAT TSB100 SQUARE MOP BASIN - PRECAST TERRAZZO, 24"x24"x12", CONTINUOUS STAINLESS STEEL CAPS ON ALL CURBS, STAINLESS STEEL INTEGRAL DRAIN WITH REMOVABLE STRAINER, 3" OUTLET. CAULK BETWEEN MOP BASIN AND WALL WITH SILICONE BASED CAULK. PROVIDE WITH STAINLESS STEEL SPLASH PLATE WHICH EXTENDS 8" ON EACH SIDE, MOP HANGER, HOSE AND HOSE BRACKET, AND DEEP SEAL TRAP. ZURN “Z-841M1” , EXPOSED TWO HANDLE MIXING FAUCET, BRASS CONSTRUCTION, CHROME-PLATED FINISH, SINGLE WING HANDLES, 3/4" HOSE THREAD SPOUT WITH INTEGRAL VACUUM BREAKER, WALL BRACE, PAIL HOOK, INTEGRAL STOPS. L-2 (ADA) KOHLER K-2349 ROUND, UNDERCOUNTER MOUNT, VITREOUS CHINA LAVATORY, OVERALL DIMENSIONS 13 3/4". COORDINATE REQUIRED COUNTERTOP OPENINGS WITH G.C. SLOAN "EBF-650", ADA COMPLIANT, BATTERY POWERED SENSOR TYPE FAUCET, WITH OFFSET GRID STRAINER AND TRAP, TRUEBRO "102W, 105" CW, HW, AND WASTE PIPE GUARDS AND ESCUTCHEONS. MAXIMUM FIXTURE FLOW TO BE 0.5 GPM. PROVIDE POWERS "E480" POINT OF USE MIXING UNDER FIXTURE. MIXING VALVE MUST MEET ASSE 1070 AND UPC 2009 REQUIREMENTS. PROVIDE WITH 1/4 TURN, 3/8" BRASS STOPS. L-1 (ADA) KOHLER K-1997 WALL HUNG, VITREOUS CHINA LAVATORY, OVERALL DIMENSIONS 21 15/16" x 19 3/4", 4" CENTER HOLES, OVERFLOW, NO BACKSPLASH. PROVIDE WITH CONCEALED ARM CARRIER. ADA COMPLIANT. SLOAN "EBF-650", ADA COMPLIANT, BATTERY POWERED SENSOR TYPE FAUCET, WITH OFFSET GRID STRAINER AND TRAP, TRUEBRO "102W, 105" CW, HW, AND WASTE PIPE GUARDS AND ESCUTCHEONS. MAXIMUM FIXTURE FLOW TO BE 0.5 GPM. PROVIDE POWERS "E480" POINT OF USE MIXING UNDER FIXTURE. MIXING VALVE MUST MEET ASSE 1070 AND UPC 2009 REQUIREMENTS. PROVIDE WITH 1/4 TURN, 3/8" BRASS STOPS. INT-1 ZURN Z1187-SI 150 GPM SAND/OIL INTERCEPTOR, 360 GALLON STATIC WATER CAPACITY, FABRICATED STEEL EXTERIOR, ACID RESISTANT COATED INTERIOR, 4" THREADED INLET AND OUTLET, REMOVABLE SEDIMENT BASKET, HEAVY DUTY REINFORCED DRIVE RATED GRATE COVERS. NA HB-2 WOODFORD 24 WALL HYDRANT, BRASS VALVE BODY AND SEAT, STANDARD FINISH, NON-FERROUS METAL STEM, AUTOMATIC DRAINING, ANTI-SIPHON VACUUM BREAKER, 3/4" MALE HOSE THREAD, WALL CLAMP, POLYCARBONATE WHEEL HANDLE AND LOOSE KEY TEE, KEY OPERATED, ASSE 1019 APPROVED AND LISTED. INSTALL AT 36” ABOVE FINISH FLOOR. NA HB-1 WOODFORD B65 FREEZELESS WALL HYDRANT, BRASS VALVE BODY AND SEAT, STANDARD FINISH, NON-FERROUS METAL STEM, AUTOMATIC DRAINING, VACUUM BREAKER, 3/4" MALE HOSE THREAD, WALL CLAMP, CONCEALED IN FLUSH MOUNTED LOCKABLE WALL BOX, KEY OPERATED, ASSE 1019 APPROVED AND LISTED. INSTALL AT 18” ABOVE FINISH GRADE. NA GI-1 LISTER 1,000 GALLON GREASE INTERCEPTOR 4" THICK CONCRETE, TWO COMPARTMENT. WALLS, BASE, AND BAFFLE REINFORCED WITH #4'S @ 12" O.C.E.W. TOP SLAB REINFORCED WITH #5'S 12" O.C.E.W. (2) 24" DIAMETER MANHOLES. 4" INLET AND OUTLET WITH ELBOW DOWN TO 18" ABOVE FLOOR. 8" DIAMETER OPENING BETWEEN COMPARTMENTS. OVERALL DIMENSIONS 8'-8" LONG x 5'-2" WIDE x 5'-4" HIGH. MANHOLE EXTENSIONS TO GRADE AS REQUIRED. GCO-1 ZURN Z1474 GRADE CLEANOUT, ROUND, DURA-COATED CAST IRON, SIZE AS INDICATED, DOUBLE FLANGED HOUSING, HEAVY DUTY SECURED SCORIATED DURA-COATED CAST IRON COVER, LIFTING DEVICE, BRONZE CLEANOUT PLUG WITH GAS/WATER-TIGHT SEAL. NA FD-1 ZURN Z415B CAST IRON BODY FLOOR DRAIN, TYPE "B" 6" ROUND POLISHED NICKEL BRONZE STRAINER. OUTLET SIZE AS NOTED ON DRAWINGS, MIN. 3". PROVIDE WITH TRAP GUARD; PROSET "TRAP GUARD", SURE SEAL "MODEL SS", OR APPROVED EQUAL. FCO-1 (CAST IRON) ZURN Z1400 ADJUSTABLE FLOOR CLEANOUT, CAST IRON BODY, TAPERED THREAD PLUG AND ROUND NICKEL BRONZE SCORIATED CAST IRON HEAVY-DUTY SECURED TOP, ADJUSTABLE TO FINISHED FLOOR. OUTLET SIZE AS NOTED ON DRAWINGS. NA EWC-1 (BI-LEV/ADA) ELKAY EZSTL8WSLK ADA COMPLIANT, WALL HUNG BI-LEVEL ELECTRIC WATER COOLER WITH FRONT AND SIDE PUSHBAR ACTIVATION. STAINLESS STEEL WRAPPER AND BASIN WITH INTEGRAL GRID DRAIN, SAFETY BUBBLER. ADA COMPLIANT MOUNTING HEIGHTS. ACCESSORY APRON, PROVIDES MANDATORY 27" FLOOR TO UNDERSIDE REQUIREMENTS - THERMO-FORMED TEXTURED ABS PLASTIC, EQUIPPED WITH BOTTOM COVER PLATE. DRAIN & TRAP ASSEMBLY, ADJUSTABLE THERMOSTAT, MOUNTING ACCESSORIES, AND ANGLE STOPS. UNIT SHALL CONFORM TO ANSI 61 & 372. ELKAY "EZH20", INTEGRAL ADA BOTTLE FILLING STATION, ELECTRONIC SENSOR FOR NO-TOUCH ACTIVATION WITH AUTOMATIC 30-SECOND SHUT-OFF TIMER. STATION SHALL PROVIDE 1.1-1.5 GPM FLOW RATE WITH LAMINAR FLOW OUTLET TO MINIMIZE SPLASHING, NO FILTER, INTEGRATED SILVER ION ANTI-MICROBIAL PROTECTION, CERTIFIED TO NSF/ANSI 42 AND 53. EEW-1 BRADLEY S19224EW WALL MOUNTED HALO EYE/FACE WASH UNIT. DURABLE ANTI- ROTATIONAL WALL-MOUNT UNITS. CHROME-PLATED BRASS, PROVIDES EFFECTIVE WASH DOWN COVERAGE AND SPRAY PATTERN. INTEGRAL STRAINER, STEADY WATER FLOW BY INTEGRAL FLOW CONTROL. GALVANIZED STEEL SUPPLY 1/2" NPT-STAY OPEN VALVE. UNIVERSAL IDENTIFICATION TAG INCLUDED. MIXING VALVE - NAVIGATOR S19-2000 EFX8 EMERGENCY THERMOSTATIC MIXING VALVE TO PROVIDE TEPID WATER BY MIXING HOT AND COLD WATER, ANSI Z358.1-2014. BFP-1 WATTS LF009/LF909 BACKFLOW PREVENTER - REDUCED PRESSURE ZONE TYPE, BRONZE OR FDA APROVIED EPOXY COATED CAST IRON CONSTRUCTION, SIZE SAME AS CONNECTED PIPE, NON-CORROSIVE INTERNAL PARTS, STAINLESS STEEL SPRINGS, DIFFERENTIAL PRESSURE RELIEF VALVE BETWEEN SPRING-LOADED CHECK VALVES, SHUT-OFF VALVES ON INLET AND OUTLET OF UNIT, AIR GAP DRAIN FITTING, TEST PORTS WITH SHUT-OFF VALVES, FACTORY TESTED SERVICEABLE WITHOUT REMOVING UNIT FROM LINE. APPROVED BY USC FCCC & HR, AWWA C511-92, ASSE 1013. IAPMO AND SBCCI LISTED. BRONZE OR FDA APPROVED EPOXY COATED CAST IRON STRAINER UPSTREAM OF BACKFLOW PREVENTER, TO BE FURNISHED WITH BACKFLOW PREVENTER. REFERENCE MFR MODEL DESCRIPTION TRIM PLUMBING FIXTURE SCHEDULE SPECIFICATIONS Elkay Outdoor Drinking Fountain Wall Mount Bi-Level Non-Filtered Non-Refrigerated Model LK4406 In keeping with our policy of continuing product improvement, Elkay reserves the right to change product specifications without notice. Please visit elkay.com for the most current version of Elkay product specification sheets. This specification describes an Elkay product with design, quality, and functional benefits to the user. When making a comparison of other producers’ offerings, be certain these features are not overlooked. Elkay REV 09102021 1333 Butterfield Road, Suite 200 © 2021 Page 1 LK4406 Downers Grove, IL 60515 LK4406_spec.pdf PRODUCT SPECIFICATIONS Elkay Outdoor Drinking Fountain Wall Mount, Bi-Level Non-Filtered Non-Refrigerated. Features shall include 316 Stainless, Heavy Duty Vandal Resistant. Furnished with Vandal Resistant bubbler. Mechanical Front Bubbler Button activation. Product shall be Wall Mount (On Wall), for Outdoor applications, serving 2 station(s). Unit shall be lead-free design which is certified to NSF/ANSI 61 & 372 (lead free) and meets Federal and State low-lead requirements. Special Features: 316 Stainless, Heavy Duty Vandal Resistant Finish: Beige (BGE), Black (BK), Blue (BLU), Brown (BRN), Evergreen (EVG), Gray (GRY), Orange (ORN), Powder Coat (12 Color Options) , Purple (PUR), Red (RED), Terracotta (TER), White (WHT), Yellow (YLW) Power: No Electrical Required Bubbler Style: Vandal Resistant Activation by: Mechanical Front Bubbler Button Mounting Type: Wall Mount (On Wall) Chilling Capacity: Non-refrigerated Dimensions (L x W x H): 21-1/4" x 32-7/8" x 14-1/16" Approx. Shipping Weight: 139 lbs. Installation Location: Outdoor No. of Stations Served: 2 **When used in non-temperature controlled environments, unit(s) must be adequately winterized and/or protected from extreme heat to prevent damage where climates dictate. Mechanically-Activated bubbler continues to supply water in event of service disruptions. Base material constructed from marine-grade 316 stainless steel provides the ultimate corrosion protection from even the most corrosive elements. Ships in one box. AMERICAN PRIDE. A LIFETIME TRADITION. Like your family, the Elkay family has values and traditions that endure. For almost a century, Elkay has been a family-owned and operated company, providing thousands of jobs that support our families and communities. PRODUCT COMPLIANCE ADA & ICC A117.1 ASME A112.19.3/CSA B45.4 Buy American Act NSF/ANSI 61 & 372 (lead free) Complies with ADA & ICC A117.1 accessibility requirements when installed according to the requirements outlined in these standards. Installation may require additional components and/or construction features to be fully compliant. Consult the local Authority Having Jurisdiction if necessary. Installation Instructions (PDF) Warranty pertains to drinking water applications only. Non- drinking water applications are not covered under warranty. Warranty (PDF) PART:________________________________QTY: _____________ PROJECT:______________________________________________ CONTACT:______________________________________________ DATE:__________________________________________________ NOTES:_________________________________________________ APPROVAL:_____________________________________________ SPECIFICATIONS Elkay Outdoor Drinking Fountain Wall Mount Bi-Level Non-Filtered Non-Refrigerated Model LK4406 In keeping with our policy of continuing product improvement, Elkay reserves the right to change product specifications without notice. Please visit elkay.com for the most current version of Elkay product specification sheets. This specification describes an Elkay product with design, quality, and functional benefits to the user. When making a comparison of other producers’ offerings, be certain these features are not overlooked. Elkay REV 09102021 1333 Butterfield Road, Suite 200 © 2021 Page 2 LK4406 Downers Grove, IL 60515 LK4406_spec.pdf 1 Angela Price From:al cosimo <alcosimo@gmail.com> Sent:Friday, April 1, 2022 7:18 AM To:Angela Price Subject:Elkay drinking fountain - revised Angela: The extra cost to replace and re plumb drinking fountain to an Elkay 4406 in any color located at the Miracle building. Elkay - 4406df - $4,720 Labor to rework plumbing - $960 Material - $194.50 Credit for existing drinking fountain - ($1,480.00) No block removal or replacement included Total $4,394.50 Call me with questions. Thank you, Al 515-423-9759 ITEM #Company Description Quantity Unit Labor Material Bid Form Unit Cost Lump Sum TOTAL 1 The Plumbing Company 1 ls 4,394.50$ 4,394.50$ ls -$ -$ ls -$ -$ ls -$ -$ ls -$ -$ ls -$ -$ ls -$ -$ ls -$ -$ ls -$ -$ ls -$ -$ ls -$ -$ ls -$ -$ ls -$ -$ ls -$ -$ 4,394.50$ Change Order Request #040r2 - Subcontractors TOTAL 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors -$ Supplier Morgan-Francis 3,391.00$ LCCI 1,544.72$ Sub-Total 4,935.72$ 5% OH&P (Subcontractors)-$ 10% OH&P (LCCI/Suppliers)493.57$ 1.5% Bond 81.44$ TOTAL 5,510.73$ Respectfully, Chris Lopez Larson Construction Co., Inc. Per ASI #030 - adding NE Quad Flagpole Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com February 15, 2022 Change Order Request #043 COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS thinkconfluence.com ASI 30 ATTENTION: Eric Slessor DATE: January 28th, 2022 COMPANY: Larson Construction PROJECT: Triumph Park ADDRESS: 600 17th St. SE PROJECT #: 17393-02 CITY/STATE/ZIP: Independence, IA 50211 FROM: John Aceto EMAIL: eslessor@larsonconst.com SUBMITTED FOR: ☐ APPROVAL ☐ REVIEW AND COMMENT ☒ INFORMATION ☐ USE ☒ DISTRIBUTION ☒ RECORDS COPY: NOTES: CHANGES TO THE DRAWINGS 1. L311 – LAYOUT ENLARGEMENT PLAN – Issue Full Sheet a. Clarification: Keynote callout added to flagpole at northeast softball quad End of ASI 30 SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"S SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SANS SAN8" SAN8" SAN 8" SAN8" SAN8" SAN8" SAN8" SAN8" SAN8" SAN 8" SAN 8" SAN 8" SAN8"SAN8"SAN8"SAN8"SAN 8"SAN 8"SAN 8"SAN 8" SAN8" SAN8" SAN8" SAN8" SAN 8" SAN 8" SAN 8" SAN8" SAN8" SAN8" SAN 8" SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN 8" SAN 8" SAN 8" SAN8" SAN8" SAN8" SAN8" SAN 8" SAN 8" SAN 8" SAN 8" SAN8" SAN8" SAN8"SAN 8"SAN 8"SAN 8"SAN 8"SAN8"SAN8" SAN8" SAN 8" SAN8" SAN8" SAN8" SAN8" SAN8" SAN8" SAN 8" SAN 8" SAN 8" SAN8"SAN8"SAN8"SAN8"SAN 8"SAN 8"SAN 8"SAN 8" SAN8" SAN8" SAN8" SAN 8" SAN 8" SAN 8" SAN 8" SAN8" SAN8" SAN8" SAN8" SAN8" 1 1 1 1 1 1 1 1 1 11 1 1 4 4 4 ℄ ℄ 33 33 33 33 33 33 33 33 32 47 47 47 47 47 47 47 27 27 22 22 22 22 17 17 17 17 2424 24 24 17 17 17 17 17 17 17 17 17 17 30 30 30 30 30 30 30 30 1717 42 17 17 31 31 31 31 31 31 31 31 32 4 4 4 17 44 4 4 4 4 44 EAST CONCESSIONS BUILDING F056 F055 F065 F066 F075 F076F086 F085 A07 A08L040 L043 L041 L042 C298C295 C299 C302 C303 C306 C296 C294 C293 C291 C292 C297 C300 C301 C304 C305 C290 C289 C287 C288 C310 C309 C307 C308 C312 C313 C311 C310 C362 C363 C361 C360 C367 C366 C364 C365 C351C348 C352 C355 C356 C359 C349 C347 C346 C344 C345 C350 C353 C354 C357 C358 C343 C342 C340 C341 C371 C368 C370 C369 C317 C316 C314 C315 C320 C319 C321 C325 C329 C328 C324C323 C318 C322 C326 C327 C380C383 C381 C377 C373 C372 C376C379 C382 C378 C374 C375 52 52 52 52 60 01 L502 43 36 36 36 36 36 37 37 37 P139 P141 P145 P144 P100 P101 P104 P103 P102 P121P120 P095 P105 P106 P108P107 P111 P112 P113 P109 P110 P114 P116 P115 P117 P140 P138 P137 P129 P128 P125 P126 P124 P123 P122 P118 P119 P133 P131 P130P132P134P135P136 P096 P097 P099 P098 P142 P143 P146 P094 L044 L045 42 42 42 42 F054 F053F052 F051 F057 F058 F059F060 F061F062 F063 F064 F067 F068 F069 F070 F071 F072F073 F074 F077F078 F079 F080F090F089 F088F087 F084 F083F082 F081 LAYOUT PLAN KEYNOTES TYPE 1 PCC WALKS, SEE DETAIL 06/L500 TYPE 2 PCC DRIVES, SEE DETAIL 07/L500 TYPE 2 PCC (NO AGGREGATE SUBGRADE), SEE DETAIL 07/L500 TYPE 3 DECORATIVE PCC, SEE DETAIL 08/L500 TYPE 4 UNIT PAVERS, SEE DETAIL 09/L500 PLAYGROUND SURFACING & EQUIPMENT BY PLAYGROUND DESIGNER (ALT. 1) INTEGRAL PCC CURB & GUTTER, SEE DETAIL 14/L500 PCC ROLL CURB, SEE DETAIL 15/L500 STANDARD PCC CURB & GUTTER, SEE DETAIL 13/L500 12" TAPERED CURB CUT ACCESS TO BIOSWALE, SEE DETAIL 20/L500 FLARED CURB RAMP, SEE DETAIL 17/L500 PARALLEL CURB RAMP, SEE DETAIL 16/L500 CAST-IN-PLACE PLATFORM STEPS WITH FORMLINER TEXTURE, SEE DETAIL 09/L504 STEEL PLATFORM STRUCTURE, SEE DETAIL 01/L504 CAST-IN-PLACE RETAINING WALL WITH INTEGRATED BENCH, SEE DETAIL 02/L503 CAST-IN-PLACE RETAINING WALL, SEE DETAIL 14/L502 CAST-IN-PLACE PCC PLANTER CURB, SEE DEATIL 07/L514 TRASH ENCLOSURE, SEE SHEET 2-A101.2 ARCHITECTURAL BARRIER WALL, SEE DETAIL 09/L502 FUEL ENCLOSURE, SEE SHEET 2-A101.2 MANUAL ACCESS CONTROL GATE, SEE DETAIL 09/L501 SLIDING FENCE, SEE DETAIL 04/L509 PRACTICE FIELD, SEE DETAIL 03/L507 SOFTBALL FIELD, SEE DETAIL 01/L507 MIRACLE FIELD, SURFACING BY OTHERS (ALT. 2), SEE DETAIL 04/L507 BASEBALL FIELD, SEE DETAIL 02/L507 SOFTBALL BATTING TUNNEL, SEE DETAIL 06/L513 BASEBALL BATTING TUNNEL, SEE DETAIL 07/L513 PRACTICE FIELD BATTING TUNNEL, SEE DETAIL 05/L513 21-FOOT, 3-TIERED ALUMINUM BLEACHERS, SEE DETAIL 02/L502 25'X8' BLEACHER SHADE SAIL, SEE DETAIL 04/L502 2-POST SHADE SAIL SHELTER, SEE DETAIL 12/L501 DUGOUT ENCLOSURE, SEE DETAIL 01/L511 MIRACLE DUGOUT, SEE DETAIL 01/L512 SCOREBOARD, SEE DETAIL 14/L508 TABLE, SEE DETAIL 04/L501 3-SEAT TABLE, SEE DETAIL 04/L501 BENCH (BACKED), SEE DETAIL 07/L501 BENCH (BACKLESS), SEE DETAIL 05/L506 SLAB BENCH, SEE DETAIL 03/L501 BIKE RACK (OWNER PURCHASED), SEE DETAIL 06/L501 TRASH RECEPTACLE, SEE DETAIL 05/L501 FLAGPOLE, SEE DETAIL 08/L501 DRINKING FOUNTAIN, SEE ARCHITECTURAL SHEETS POND AERATOR, AS SPECIFIED IRRIGATION PUMP, SEE IRRIGATION SHEETS TURF, SEE PLANTING SHEETS NATIVE SEED, SEE PLANTING SHEETS PLANTING BED, SEE PLANTING SHEETS BIOSWALE, SEE DETAIL 09/L514 STONE OUTCROPPING, 36 SF MAX, SEE DETAIL 16/L501. SYNTHETIC TURF SURFACING (ALT. 11), SEE DETAIL 05/L502 SINGLE-SIDED MONUMENT SIGNAGE, SEE DETAIL 02/L705 DOUBLE-SIDED MONUMENT SIGNAGE, SEE DETAIL 01/L705 TEAM SIGNAGE, SEE DETAIL 04/L706 INFORMATIONAL KIOSK, SEE DETAIL 04/L709 DIRECTIONAL SIGNAGE, SEE DETAIL 01/L707 ACCESSIBLE PARKING SIGN, SEE DETAIL 01/L501 STOP SIGN, SEE DETAIL 02/L501 FIRE HYDRANT, SEE CIVIL SHEETS TRANSFORMER, SEE ELECTRICAL SHEETS SWITCHGEAR, SEE ELECTRICAL SHEETS EXISTING PEDESTRIAN BRIDGE 1 2 4 6 7 9 11 13 17 18 19 20 21 22 23 24 25 26 27 30 31 33 32 36 38 41 43 35 40 44 46 47 48 51 53 54 63 12 15 28 29 39 42 10 45 5 14 3 50 8 16 49 55 56 57 60 61 62 52 58 59 37 34 HATCH LEGEND TYPE 3 COLORED PCC, SEE DETAIL 08/L500 TYPE 4 UNIT PAVERS, SEE DETAIL 09/L500 TURF SEED, SEE PLANTING SHEETS NATIVE SEED, SEE PLANTING SHEETS PLANTING BED, SEE PLANTING SHEETS TYPE 2 PCC (NO AGGREGATE SUBGRADE), SEE DETAIL 07/L500 SYNTHETIC TURF, SEE DETAIL 05/L502 Fi l e L o c a t i o n : N: \ 2 0 1 7 \ D e s M o i n e s \ 1 7 3 9 3 - W a u k e e A t h l e t i c C o m p l e x a n d P a r k \ 1 7 3 9 3 - C A D \ S H E E T S \ L 3 0 0 S i t e L a y o u t P l a n / D r a w n b y : X X / C h e c k e d b y : X X LAYOUT ENLARGEMENT PLAN L311SCALE: 20'40'10'5'0' 1"=20'01 EAST SOFTBALL QUAD ENLARGEMENT 525 17TH STREET DES MOINES, IOWA 50309 PH: 515.288.4875 FAX: 515.288.8359 CONTACT: JOHN ACETO ARCHITECT ETHOS DESIGN GROUP 119 2ND STREET, P.O. BOX 169 POLK CITY, IA 50226 PH: 515.984.3077 CONTACT: JEREMY WALLIN CONFLUENCE PROJECT NO: 17393 COPYRIGHT © 2020 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. STRUCTURAL ENGINEER KPFF ENGINEERING 604 LOCUST STREET, SUITE 202 DES MOINES, IA 50309 PH: 515.279.3900 CONTACT: ANDREW FAUST LANDSCAPE ARCHITECT CONFLUENCE TR I U M P H P A R K WA U K E E / I O W A CIVIL ENGINEER FOTH ENGINEERING 8191 BIRCHWOOD CT, SUITE L JOHNSTON, IA 50131 PH: 515.254.1393 CONTACT: JOSH DEBOWER REVISION SCHEDULE ISSUE DATE DESCRIPTION ISSUED FOR CONSTRUCTION SET FOR CONSTRUCTION MEP KCL ENGINEERING 300 4TH STREET WEST DES MOINES, IA 50265 PH: 515.724.7938 CONTACT: JONATHON LACROIX 45.9' 48. 8 ' LAYOUT NOTES: 1.ALL CURBS RAMPS TO BE BUILT AS PER FEDERAL ACCESSIBILITY STANDARDS. 2.PAVING DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 3.BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY ARE PREPARED BY BISHOP ENGINEERING, 3501 104TH STREET, URBANDALE, IOWA 50322. 4.ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES AND STANDARDS. NOTHING INDICATED ON THESE DRAWINGS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH ANY APPROPRIATE SAFETY REGULATIONS. 5.VERIFY COORDINATES PRIOR TO CONSTRUCTION. 6.CONTRACTOR TO SUPPLY AND INSTALL ALL NECESSARY SLEEVES UNDER PAVING AND WALKS. 7.PROPOSED SIGNAGE TO MEET CITY CODES FOR GROUND SIGNS. 8.PAVEMENT TYPES: TYPE 1: 6" PCC TYPE 2: 8" PCC TYPE 3: 6" COLORED PCC TYPE 4: UNIT PAVERS FIELD COORDINATE POINTS10-27-2020ASI 001 FLAGPOLE AT NE QUAD1-28-2022ASI 030 ASI 30 Estimate Date 1/28/2022 Estimate # E24544 Customer ITB BIDDERS Job TRIUMPH SPORTS COMPLEX WAUKEE, IA 50263 Ph: 765-281-0255 F: 765-281-0256 3410 N. Walnut St. Muncie, IN 47303 www.morgan-francis.com Total Ph:Fx Quoted By: Linsey Kingen linsey@morgan-francis.com Ph: 765-281-0255 Item Description Qty Rate Total ES1 Quoting as a substitute to spec as follows: Materials equal to approved manufacturer will be manufactured by Morgan Francis Flagpoles. CI385732B 35ft exposed 2 section flagpole, 7" butt, .188 wall with black anodized finish, 38.5ft overall CI Series Winch Operated standard accessories with revolving truck, aluminum ball, s.s. winch, crank handle, 2 stainless steel snaps, 1/8" s.s. aircraft cable, spun aluminum flash collar and metal ground sleeve. Not Included: Installation, concrete, sand, wooden wedges, sealant, and flags.***FLYING TWO FLAGS***BLACK FINIAL*** 1 2,914.00 2,914.00 EC-MN Signed and Sealed Calcs/Delegated Foundation Design are not included in the pricing. If they are required ADD $550 per each different pole type/size. If above ground pedestal design required ADD $675 per each different pole type/size. All Pole embedment depths are industry standard unless otherwise noted. FHK0406 Flag Halyard Kit 4ft x 6ft, with Snaps 1 39.00 39.00 SHIPPING SHIPPING & HANDLING - flagpole 1 358.00 358.00 SHIPPING SHIPPING & HANDLING - advanced shipment of ground sleeve 1 80.00 80.00 NOT INCLUDED Unless specifically included as a separate line item the following are not included: Installation, Jobsite Activities, Sales Taxes, Use Taxes, Delivery Notification, flagpole lighting/modification of flagpole for flagpole mounted lights, Permits, nor Job Specific items such as Engineering, Sealed or Certified Engineering Calculations, Anchorage / Foundation Design,TEXTURA or other document/payment service fees Page 1 Estimate Date 1/28/2022 Estimate # E24544 Customer ITB BIDDERS Job TRIUMPH SPORTS COMPLEX WAUKEE, IA 50263 Ph: 765-281-0255 F: 765-281-0256 3410 N. Walnut St. Muncie, IN 47303 www.morgan-francis.com Total Ph:Fx Quoted By: Linsey Kingen linsey@morgan-francis.com Ph: 765-281-0255 Item Description Qty Rate Total TERMS Morgan-Francis is a manufacturer / material supplier only. Where Morgan Francis is not listed as an approved manufacturer, this estimate is provided as a substitute to specifications only. The substitution being “Materials equal to approved manufacturer will be manufactured by Morgan Francis Flagpoles." FOB Shipping Point. Lead time can vary from 2-3 weeks for in-stock items and up to 10-12 weeks for custom items, UPON RECEIPT OF APPROVED DRAWINGS AND DELIVERY DATE. If you require quicker leads times, contact our office. Quote is valid for 60 days from bid date and for shipment within 6 months of bid date. Quote is based upon our interpretation of the plans and specifications limited to areas directly related to flagpoles that we were able to find; we are not guaranteeing approval or complete review of plans and specifications. Pricing is based on Morgan-Francis standard insurance coverage and limits (for additional insured- ADD $50 per additional insured) and on Morgan-Francis standard 1 year warranty on materials only. For special billing requirements or if retainage to be held add $30 to the quoted price. Freight charge is only an estimate of a single shipment to a single destination based on today's rate. Actual freight charge will be based on actual charges at time of shipment. ***All sales are subject to Morgan-Francis *STATEMENT OF TERMS AND CONDITIONS*. Our statement of TERMS AND CONDITIONS is available for viewing on our website at www.morgan-francis.com.*** under “dealers" Page 2 $3,391.00 ITEM #DESCRIPTION Quantity Unit Labor Material Unit Cost TOTAL 1 Labor 16 68.42$ 1,094.72$ 2 manlift rental 450.00$ 450.00$ 3 -$ 4 -$ 5 -$ 6 -$ 7 -$ 8 -$ 9 -$ 10 -$ 11 -$ 12 -$ 13 -$ 14 -$ 15 -$ 1,544.72$ - LCCI ItemsChange Order Request #043 TOTAL ITEM #Company Description Quantity Unit Material Bid Form Unit Cost TOTAL 1 Morgan-Francis flagpole 1 each 3,391.00$ 3,391.00$ 2 -$ -$ 3 -$ -$ 4 -$ -$ 5 -$ 6 -$ 7 -$ 8 -$ 9 -$ 10 -$ 11 -$ 12 -$ 13 -$ 14 -$ 15 -$ 3,391.00$ Change Order Request #043 - Suppliers TOTAL