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2022-11-07 J08A Triumph Park_Change Order 8
AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: November 7, 2022 AGENDA ITEM:Consideration of approval of Change Order No. 8 to Larson Construction, Co., Inc., for the Triumph Park Project increasing the contract in the amount of $182,603.54. FORMAT:Motion SYNOPSIS INCLUDING PRO & CON: Change Order No. 8 to Larson Construction, Co., Inc., is for $182,603.54. The City and the Design Team have been on site reviewing items, attending meetings and completing site review several times a week. The twenty-five items attached are all items that have been thoroughly reviewed. There are a large number of items within this change order that have taken time to work through design and costs associated with each one. There are multiple items within this change order that were City Staff directed as the project approached opening day that City staff determined would add longevity to the project, decrease maintenance expenses into the future, or improved functionality of the complex. Project Budget Update Total Construction Project Total: $18,866,000 Change Order 1-8 Total: $630,702 Budgeted Contingency (3%) Total: $592,080 Project Budget Total (Design, Construction, Owner Supplied Items) Total: $22,715,000 Project Budget Remaining Total: $796,311 Percentage of Project Complete (Estimate) 99% 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. 8 PREPARED BY: Matt Jermier REVIEWED BY: J8A October 22, 2022 Mr. Matt Jermier, Director Waukee Parks and Recreation Department City of Waukee 805 University Avenue Waukee, IA 50263 RE: Change Order #8 Triumph Park Dear Mr. Jermier: Attached please find Change Order #8 totaling the amount of $182,603.54, 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. (Yes, even after the grand opening.) The twenty-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. There are a large number of change orders included here, but these items extend back to March and April of this year as well as some closeout items. In a few cases these are City of Waukee directed additions to the project. At this time, we believe there will be no more change orders to the project. This Change Order accounts for twenty-five items: Item #1: Playground Sub-Base and Drainage $41,570.18 This change was to modify the base under the miracle field playground. The original design had a gravel base that was drained through the rock. Shop drawing submittals and details asked that the base be concrete. After meeting with Landscape Structures and the selected surface installer it was agreed that a concrete base was a better long-term solution. This change order covers the costs of that decision. This includes concrete, grading adjustments, drainage tile, and a number of new intakes to accommodate the many sub-grade elevations established. Item #2: Relocate Electrical Pull Boxes $6,668.57 This item is from early on in the project. The City and the Contractor has continued to push back on Mid-American Energy on this cost. However, we have received final notice from them that this cost is part of the project and not an in-house Mid-American Energy cost. The contractor is being billed directly from Mid-Am for this work and we are re-imbursing them the cost. Item #3: Monument Signage Footing Adjustment: $6,471.23 Signs were designed to be cast stone panels to be placed on piers. After further design review and discussions with the team it was agreed that the signs would be poured in place. Many of the items cancelled each other out cost wise, but there was a significant amount more concrete and rebar necessary for the new footing design. Item #4: Miracle Field Louvers $1,758.52 Cost of new Louvers to meet the sizes between the adjusted joists. It was discussed in a couple construction meetings where it was determined that the initial set of louvers couldn’t be returned, and the COR cost reflected only the cost for the final louvers and their installation. Any of the additional back and forth they had with intermediate materials/labor was removed. The final cost was discussed and agreed upon by the group, including the owners, American Mechanical, Larson, and KCL in the construction meeting. Item #5: Directional Signage Removal (Credit) ($1,850.68) Removal of two (2) Directional signs from the project. Owner determined that they were not a high priority in the shop drawing process and they were removed. Item #6: Pedestal Signage Panels $4,178.15 This change was to accommodate the changer from vertical aluminum panels to the use of a lexan product with a film backing. After reviewing with the manufacturer we agreed that this was a better long term solution for this specific application. This charge is the difference in cost between the materials. Item #7: Complex Grading Adjustments $17,460.13 The Miracle Field was changed to have an asphalt base and therefor the drainage around this area needed to be adjusted to modify the flow of water around the spaces to drain better. With slim tolerances in grading to maintain ADA accessibility we adjusted some design grades in these areas to accommodate. Item #8: Practice Field Batting Tunnel Sub-Drainage $9,242.18 Early in the project it was determined that the accepted ball field material (on the practice quads) did not need as much drainage as we had shown, therefore we removed if form the contract. This removal in- advertently included a price to remove the drainage within the batting tunnels at the practice fields. This is the associated costs to put the drains back in the project. (Cost remained the same as the removed tiles, this is just a paperwork adjustment.) Item #9: Miracle Building Fiber $12,451.96 City of Waukee requested changes to the security system. Added receptacles, Additional electrical cabinets, Surge protector and the labor associated with completing the work. This work was directed by Son, with the City of Waukee. Item #10: Erosion Control @ Bio-swales $10,331.39 As the parking lot work was completed and water began funneling to the bio-swales as designed; it became clear that the planting areas would not get established without added erosion control matters. We added in small sections of the approved concrete mat that was used around the pond. This stopped the erosion and has allowed the plants to begin establishment. This addition made the project better and was necessary. Item #11: Dugout / Backstop Foul Ball Guard $2,598.68 The original design has a piece of metal that was to be placed between the dugout and the last pole of the backstop. Once installed and observed int eh field it was determined that we needed to adjust the design. This cost is to cover the difference in material costs and added labor to install the foul ball guards. Item #12: Trail Connection Grading $4,150.33 This cost is for the removal of a few panels of concrete just east of the Maintenance building. When the perpendicular trail along Douglas was paved, it was completed slightly higher than anticipated. In reviewing the drawings; the connection would have been ever so slightly beyond the slope tolerances of ADA. It was determined that we would take out a few panels and replace to meet the exact requirements. Item #13: Kiosk Sign Panel Credit ($2,161.64) Early in the design it was discussed that the graphics on these signs would be included I the project. However, as the design progressed the City decided that they wanted to take over control of these graphics so they were removed from the contract. Item #14: Fishing Pier Insulated Grounding Conductor $2,275.63 During a city inspection of the Fishing Pier; the inspector commented on a potential safety issue with the grounding of the metal pier. After researching the design team agreed that the ground was necessary to meet code. Conduits were in place and this change is only the cost of material and installation. Item #15: Paving Additions and Grading $30,574.71 Near the completion of the project the city and design team reviewed the batting cages in the practice areas. In looking we agreed that having a paved access to the ones near the main walk was going to be critical to the success of the landscaping and grading around the batting cages, but also the batting cages themselves. Confluence provided drawings and grading plans for these areas to be added. We added in about 2,200SF of paving, but associated grading and engineering layout drove up the price of this work. Item #16: FEC Gap in Maintenance Building $539.62 The Fire Extinguisher Cabinet in the Maintenance building stuck out past the wall slightly, leaving a gap around the perimeter. Metal trim, sealant, and paint was provided to close the gap. This was not included in the construction documents. ETHOS has reviewed the cost and recommends approving this change. Item #17: Maintenance Building Restrooms $8,263.36 The shower arrangement in the construction documents did not meet ADA accessibility codes for a clear approach. Unfortunately, this was not discovered until the shower walls were framed. This cost is for re- work to adjust the arrange in the restrooms to meet ADA Accessibility codes. Because ETHOS Design Group did not catch this issue during design and it led to a cost for re-work. (ETHOS Design Group will reimburse the City of Waukee for this cost.) Item #18: Restroom mirror / Light Replacement $5,274.42 The architectural interior elevations and the mirror size specified did not match. Due to this the light fixture had to be removed and reinstalled in the correct locations. Because the incorrect elevations caused re-work, this cost will be reimbursed by ETHOS Design Group. Item #19: Playground Grade Adjustments $2,715.56 T Item #20: Paint Bollard and Gate Doors $2,030.58 The architectural drawings noted shields on the gate bollards at the trash enclosures and the concessions building mechanical gates. Shields do not work in this application. Paint was the preferred solution. The cost includes additional paint for the bollards and a deduct for the shields. The Trash enclosure doors were not identified to be painted. It was preferred to have those painted to match the buildings. Item #21: Attic Access Doors – Wood Blocking $9.815.71 The structural drawings did not account for the boxed out framing needed to fit the 24” Wide attic access doors between the 16”O.C spaced trusses. This occurred at each of the three concession buildings and the miracle building. A smaller attic access door does not exist, nor would it allow for ease of maintenance in the attic. This additional cost is for the contractor to modify the trusses at these four locations to box out the structure around the attic access doors. Item #22: Concession Ceiling Bulkhead $11,215.00 This total includes several locations where additional sheet metal trim was needed to conceal edges of equipment at ceilings. This includes a sprinkler pipe, the AHU’s at each of the concession buildings, and the interior glazing head framing at each of the six concessions building serving windows. Item #23: Cooler Re-Work $5,656.24 This change is somewhat complicated in the fact that there as some work completed in the contract while other work was completed by the owner (City of Waukee) Tri-Mark supplied the coolers for each concession stand and those were purchased by the City directly. However, the rough in of them was determined by the contractors There was a discrepancy in the rough-in shared by Tri-mark which caused some re-work by them. After many negotiations with Tri-Mark and the City it was agreed upon that the City would cover the cost of the attached change order. However, this cost also includes a credit from Tri-Mark to cover their portion of this work. Item #24: Fire Marshall Requirements $973.71 During the Fire Marshall review we were advised to add in five additional items to the plan. They asked that a knox box also be installed at the Maintenance building. That and the labor to install it make up the majority of this cost. The remaining costs were for signage. Item #25: Batting Cage Mat - Credit ($9,600.00) Each batting cade was specified to have a hitting mat to protect the turf int eh high traffic areas. These were part of the contract but not supplied by the contractor. The owner ended up purchasing these mats on their own and the contractor credited the project with the exact amount the city paid to purchase the mats. Confluence recommends approval of CO with payment as indicated. If there are any questions, please let me know. Respectfully, Confluence City of Waukee ___________ ____________________________________ Matthew O. Carlile, PLA, ASLA. LEED AP Brad Deets Principal City Administrator 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors 23,005.00$ Supplier -$ LCCI 15,273.27$ Sub-Total 38,278.27$ 5% OH&P (Subcontractors)1,150.25$ 10% OH&P (LCCI/Suppliers)1,527.33$ 1.5% Bond 614.34$ TOTAL 41,570.18$ Respectfully, Angie Price Larson Construction Co., Inc. Per PR #005 - Playground Surfacing Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com June 22, 2022 Change Order Request #029 - FINAL COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS thinkconfluence.com PR-05 Scope Revision 1. Revise: Spot elevations of playground surfacing revised to accommodate equipment, accessibility, and proper drainage. 2. Add: 321 LF of subdrainage, 15 intake locations, 3 FES Attachments 1. 1 PR-05 – Playground Grading Plan End of PR-05 DATE: 11-03-2021 PROJECT: Triumph Park PROJECT #: 17393-02 LOCATION: Waukee, Iowa OWNER: City of Waukee Parks and Recreation CONSULTANT: Confluence CONTACT: John Aceto 525 17th Street Des Moines, IA 50309 jaceto@thinkconfluence.com 515-288-4875 This Proposal Request (PR) forms a part of the Contract Documents for the project. The Proposal Request modifies the original bidding documents dated July 23, 2020 with amendments and additions noted below. The contractor shall issue a proposal of adjusted contract sum for the proposed modifications. 992.16 WALK/TOPS 991.91 INT TOC 992.15 TOPS 991.90 TOC 989.74 FOOT 992.14 TOPS 991.89 TOC 992.12 TOPS 991.88 TOC 991.56 FOOT 992.21 TOPS 991.96 TOC 991.64 FOOT 992.12 TOPS 991.87 TOC 991.55 FOOT 993.48 TOP OF SEAT 992.16 TOPS 991.81 TOC 991.49 FOOT 992.36 TOPS 991.90 TOC 991.58 FOOT 994.05 TOP OF SEAT 992.36 TOPS 991.90 TOC 991.58 FOOT 992.44 TOPS 991.89 TOC 991.55 FOOT 992.36 TOPS 991.90 TOC 991.58 FOOT 992.10 TOPS 991.55 TOC 991.83 TOC 992.44 TOS 991.85 TOPS 991.30 TOC 992.80 TOS 991.82 TOPS 991.27 TOC 991.73 TOPS 991.18 RIM 989.93 FL 992.34 TOS 991.94 TOPS 991.39 TOC 995.67 995.67 995.67 995.67 991.98 TOPS 991.43 TOC 991.50 TOPS 991.33 TOC 991.65 TOPS 991.48 TOC 996.68 TOS 992.68 TOS 992.02 TOPS 991.47 TOC 991.88 TOPS 991.33 RIM 989.82 FL 991.67 TOPS 991.12 RIM 989.70 FL 991.84 TOPS 991.29 TOC 991.74 TOPS 991.19 TOC 991.64 TOPS 991.39 TOC 991.80 TOPS 991.64 TOC 992.68 TOS 992.02 TOPS 991.47 TOC 991.71 TOPS 991.54 TOC 991.93 TOPS 991.76 TOC 992.16 TOPS 991.98 TOC 991.77 TOPS 991.60 TOC 992.36 TOPS 992.17 TOC 991.85 FOOT 991.59 TOPS 991.42 TOC 991.10 FOOT 991.47 TOPS 991.30 TOC 991.42 TOPS 991.25 RIM 990.00 FL 991.35 TOPS 991.18 TOC 990.86 FOOT 991.33 TOPS 991.16 TOC 991.25 TOPS 991.08 RIM 989.79 FL 991.16 TOPS 990.79 RIM 989.62 FL 991.25 TOPS 991.08 TOC 990.83 FOOT 991.00 WALK/TOPS 990.85 INT TOC991.62 WALK/TOPS 991.38 INT TOC 991.62 WALK/TOPS 991.37 INT TOC 991.67 WALK/TOPS 991.42 INT TOC 991.55 WALK/TOPS 991.30 INT TOC 991.54 WALK/TOPS 991.39 INT TOC 991.54 TOPS 991.29 RIM 989.46 FL 991.61 TOPS 991.05 RIM 989.61 FL 991.70 TOPS 991.45 TOC 991.88 TOPS 991.33 RIM 990.06 FL 992.04 TOPS 991.49 RIM 990.24 FL 991.80 TOPS 991.34 RIM 990.09 FL 991.66 TOPS 991.20 RIM 989.95 FL 991.91 TOPS 991.45 RIM 898.75 FL 991.97 TOPS 991.42 TOC 992.80 TOS 991.80 TOPS 991.25 TOC 991.60 TOPS 991.35 TOC 992.80 TOS 991.80 TOPS 991.25 TOC 992.12 TOPS 991.57 TOC 992.04 TOPS 991.58 TOC 992.06 TOPS 991.51 TOC 991.98 TOPS 991.52 TOC 992.80 TOS 991.96 TOPS 991.50 TOC 991.82 TOPS 991.36 TOC 991.86 TOPS 991.40 TOC 992.03 TOPS 991.57 TOC 991.96 TOPS 991.71 TOC 991.62 TOPS 991.26 RIM 990.01 FL 991.88 TOPS 991.42 TOC 991.92 TOPS 991.67 TOC 991.74 TOPS 991.49 TOC 991.70 TOPS 991.34 TOC 991.94 TOPS 991.48 TOC 991.99 TOPS 991.74 TOC 991.92 TOPS 991.46 TOC 991.96 TOPS 991.71 TOC 991.94 TOPS 991.48 TOC 991.98 TOPS 991.73 TOC 2 7 L F @ 0 . 7 5 % 16 L F @ 1 % 23 LF @ 0.6% 17 LF @ 0.5% 24 L F @ 0 . 5 % 21 LF @ 0 . 5 % 22 L F @ 2 % 1 7 L F @ 1 % 15 L F @ 1 % 21 L F @ 1 % 17 L F @ 1 % 30 L F @ 1 % 30 L F @ 1 % 3 0 L F @ 1 % 992.11 TOPS 991.55 TOC MOVE TO EAST TO AVOID PIPE AC C E S S I B L E RO U T E 989.71 FES 989.16 FES 989.32 FES PLATFORM 996.34 PLATFORM 996.34 PLATFORM 995.68 PLATFORM 995.68 990.81 TF 991.81 TOPS 991.31 RIM 990.06 FL 991.00 EX 990.85 INT. TOC PLATFORM 995.68 991.71 TOPS 991.56 TOC 993.01 PLATFORM 991.68 TOPS 991.53 TOC 992.34 PLATFORM 991.67 TOPS 991.52 TOC 991.75 WALK/TOPS HP 991.50 INT TOC 991.75 TOPS 991.50 TOC 991.81 TOPS 991.56 OUT TOC 991.81 TOPS 991.56 OUT TOC 991.81 TOPS 991.56 OUT TOC 996.68 TOPS 996.68 995.43 995.43 995.43 995.43 PLATFORM 998.77 997.77 997.77 997.77 TW 996.77 SHIFT MUSIC ELEMENTS WEST BY (2) FIXTURES 991.60 TF 991.98 TOPS 990.82 TF 991.80 TF 992.16 TOPS 991.16 TF 991.26 TOPS 990.10 TF 991.46 TOPS 990.30 TF 991.42 TOPS 990.26 TF 991.39 TOPS 990.23 TF 991.37 TOPS 990.21 TF 991.35 TOPS 990.19 TF 991.33 TOPS 990.17 TF 991.32 TOPS 990.16 TF 991.29 TOPS 990.13 TF 991.26 TOPS 990.10 TF 995.02 TW 991.23 TOPS 991.35 TOPS 991.47 TOPS 991.57 TOPS991.58 TOPS 991.61 TOPS 991.61 TOPS 991.60 TOPS 994.25 TW 997.54 TW 991.00 TW 991.82 TW 992.61 TW 993.43 TW 994.28 TW 994.46 TW 995.06 TW 995.65 TW 996.76 TW 997.43 TW 997.46 TW997.49 TW 997.56 TW 992.16 TW 993.03 TW 993.65 TW 996.76 TW 995.83 TW 995.16 TW 994.46 TW 994.28 TW 993.97 TW 51 2" PIP SURFACING 61 2" PIP SURFACING 3" PIP SURFACING 13 4" PIP SURFACING 4" SYNTHETIC TURF 5" SYNTHETIC TURF GRADING NOTES A.ALL DRAINAGE PIPE TO BE CONSTRUCTED FROM 4" SOLID N-12 PIPE. 5'10'0' SCALE:1"=5' ABBREVIATIONS TOS TOP OF SLIDE TOPS TOP OF POURED SURFACE TOC TOP OF CONCRETE TW TOP OF WALL TF TOP OF EQUIPMENT FOOTING RIM TOP ELEVATION OF DRAIN FL FLOW LINE OF PIPE FOOT TOP OF WALL FOOTING FES FLARED END SECTION HATCH LEGEND PLAYGROUND GRADING PLAN1 PR-05 1"=1'-0" ITEM #DESCRIPTION Quantity Unit Labor Material Unit Cost TOTAL 1 Finish grading and concrete finishing for custom contours Finish hand grading of granular material 121 hr 68.49$ 8,287.29$ Forming, raking,finishing concrete contours 102 hr 68.49$ 6,985.98$ 2 -$ 3 -$ 4 -$ 5 -$ 6 -$ 7 -$ 8 -$ 9 -$ 10 -$ 11 -$ 12 -$ 13 -$ 15,273.27$ - LCCI ItemsChange Order Request #029 - FINAL TOTAL ITEM #Company Description Quantity Unit Labor Material Bid Form Unit Cost Lump Sum TOTAL 1 Bishop Engineering 32 he 60.00$ -$ 1,920.00$ 2 Elder 1 ls 5,700.00$ 5,700.00$ 3 Iowa Outdoor Recreation 1 ls 5,665.00$ 5,665.00$ 4 Iowa Sports Turf 1 ls 9,720.00$ 9,720.00$ 5 ls -$ -$ 6 ls -$ -$ 7 ls -$ -$ 8 ls -$ -$ 9 ls -$ -$ 10 ls -$ -$ 11 ls -$ -$ 12 ls -$ -$ 13 ls -$ -$ 14 ls -$ -$ 15 ls -$ -$ 23,005.00$ Change Order Request #029 - Subcontractors TOTAL 2:22 pm Wednesday, November 10, 2021 Triumph Park Waukee, Ia City of Waukee Project: Location: Owner: Letting Date: Phone 515-266-3111 Fax 515-265-4565 5088 E. University Ave. Des Moines, Iowa 50327 20-0812NT-2 DESCRIPTION AMOUNTUNIT PRICEUNITQUANTITYITEM 1 Jeff Mertz From:Rick Ertz <Rick@outdoorrec.net> Sent:Monday, November 8, 2021 11:57 AM To:Jeff Mertz Cc:Jarrod Morrow; Shane Steinhoff; Bodie Dostal Subject:RE: Change Order Request Triumph Park Playground Attachments:1130704-01-08.dwg; Capture.JPG Jeff, Here is what is needed based on the recent grading plan PR-05 for the playground area from Confluence. 2 - #145098 Hand Rail Ramp @ $344/ea., color Lagoon, for westside entrance ramp on to play structure = $688 2- #284989 Ramp Grail Infill Panel @ $760/ea., color Lagoon, for westside entrance ramp on to play structure = $1,520 1-#284987 Ramp Hardware @108/ea. for westside entrance ramp on to play structure = $108 1-#173567A standard Marble Panel above deck @ $2,590/ea., color Lagoon, to replace Hole Panel on hex deck due to the lowering of geofoam mound and safety surfacing which will be 12” below deck. Hole panel needs to be switch out because it is no longer at final grade = $2,950 Freight @ $399 for the above items to be shipped from Landscape Structures, Inc. to site. =$399 Total cost of change order request = $5,665.00 Will the geofoam be raised back up where the Gemini hill slide and Triple Rope pull are located (see attached capture)? If this area is lowered also, we need to know. There is no deck here. There is a ramp deck extension in which the kids sit at final grade level 48” to slide down the slides and the Triple Rope pull is design for 48”. I didn’t hear that this area would be changed ,however, I thought I better ask to be sure. I had Ron Krzysztof (Construction Manager) at Surface America review the revise grading plan and he did not see any changes with the playground safety surfacing so there will be no change orders. Let me know if you have any questions or need additional information. I will also need to know ASAP if these Landscape Structures, Inc. parts are approved so we can get them ordered. Thank you, Rick Rick Ertz outdoor recreation products 515-233-0222 888-233-0222 402-289-0300 FAX 3338 Foxley Drive Ames, IA 50010 Line Total $9,720.00 Subtotal $9,720.00 $0.00 Sales Tax $- Total $9,720.00 Thank you for your business! 742 NE 47th PL, Des Moines, IA 50313 Phone: 515.202.5120 caseys@iowasportsturf.com If you have any questions concerning this quote, contact Casey Scheidel. Special Notes and Instructions Above information is not an invoice and only a price for the services/goods described above. Quote is valid for 30 days. Please confirm your acceptance of this quote by signing this document Signature Print Name Date Quote November 10, 2021 Customer:Quote/Project Description Larson Construction PR-05 Description 321 LF of subdrainage 15 intake locations 3 FES 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors 6,257.16$ Supplier -$ LCCI -$ Sub-Total 6,257.16$ 5% OH&P (Subcontractors)312.86$ 10% OH&P (LCCI/Suppliers)-$ 1.5% Bond 98.55$ TOTAL 6,668.57$ Respectfully, Angie Price Larson Construction Co., Inc. Per RFI #004 - MidAmerican Pull Box Locations Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com June 22, 2022 Change Order Request #032 FINAL COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS thinkconfluence.com RFI 004 ATTENTION: Jeff Mertz DATE: December 1, 2020 COMPANY: Larson Construction PROJECT: Triumph Park ADDRESS: 2843 N. 10th Street PROJECT #: 17393-02 CITY/STATE/ZIP: Waukee, IA 50263 FROM: Matt Carlile EMAIL: jmertz@larsonconst.com SUBMITTED FOR: ☐ APPROVAL ☐ REVIEW AND COMMENT ☒ INFORMATION ☐ USE ☐ DISTRIBUTION ☒ RECORDS COPY: Eric Slessor Travis Schwartz Ann Schwartz NOTES: Attached drawings illustrate revised primary electric route. SENT BY: NAME: Matt Carlile Principal D 16 8 8 8 8 3 0 2 0 1 0 C6 D D D D D D HYD HYD HYD HYD HYD HYD S S S S S S S S S S S S S S S S SS S S S S S S S D D D D D D D C O C O C O C O C O D D S HYD W V WV HYD W V W V WV WV WV WV WV WV WV WV WV WV D HYD HYD WV WV WV HYD HYD HYD D D D WV WV HYD W V D D D D S D C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O C O W V C O C O C O C O D D D D D D D CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO COCO 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 D D D D D D D CO CO CO CO CO D D D CO CO CO COCO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO NW DOUGLAS PKWY NW 1 0 T H S T R E E T N W 4TH STREET WAUKEE CSD HIGH SCHOOL PROPERTY POND AERATOR POND AERATOR POND AERATOR POND AERATOR POND AERATOR PRIMARY UNDERGROUND POWER LINE BY UTILITY CO. UTILITY TRANSFORMER LOCATION WEST CONCESSIONS FEEDER REFER TO 1/E501 (1) 4" EMPTY CONDUIT WITH PULL STRING BY E.C. PRIMARY CONDUCTORS BY UTILITY CO. UTILITY TRANSFORMER LOCATION REFER TO 2/E501 CONCESSIONS FEEDER REFER TO 5/E501MIRACLE LEAGUE FEEDER REFER TO 4/E501 UTILITY TRANSFORMER LOCATION CONCESSIONS FEEDER REFER TO 3/E501 15'-0" EMPTY CONDUIT STUBOUT FROM TRANSFORMER PAD FOR FUTURE UTILITY LOOP CONNECTION (1) 4" EMPTY CONDUIT WITH PULL STRINGS BY E.C. PRIMARY CONDUCTORS BY UTILITY CO. (1) 4" EMPTY CONDUIT WITH PULL STRINGS BY E.C. PRIMARY CONDUCTORS BY UTILITY CO. UNDERGROUND FIBER OPTIC LINE. REFER TO TECHNLOLOGY DRAWINGS 1 UNDERWATER CONTROL/POWER CABLE PROVIDED BY EQUIPMENT VENDOR INSTALLED BY E.C. TYP. 1 1WEST CONCESSIONS L1-39,41 MAINTENANCE BLDG. L2-55,57 EAST CONCESSIONS L1-39,41 (30A-2P) 2 PANEL L3 20A-1P UNDERGROUND FIBER OPTIC LINE. REFER TO TECHNLOLOGY DRAWINGS. UNDERGROUND FIBER OPTIC LINE. REFER TO TECHNLOLOGY DRAWINGS. (1) 4" EMPTY CONDUIT WITH PULL STRINGS BY E.C. PRIMARY CONDUCTORS BY UTILITY CO. 3 MAINTENANCE BLDG. H2-9,11,13 PC (1) 4" EMPTY CONDUIT WITH PULL STRING BY E.C. 10'-0" FROM UTILITY SWITCHGEAR. PRIMARY CONDUCTORS BY UTILITY CO. GENERAL SITE ELECTRICAL 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. VERIFY FINAL SITE DIMENSIONS PRIOR TO ROUGH-IN. 3. COORDINATE CRITICAL CROSSING POINTS WITH OTHER TRADES AND UNDERGROUND UTILTIES. ADJUST CONDUIT DEPTH TO AVOID CONFLICT. 4. PROPOPSED PATHWAYS ARE APPROXIMATE ONLY. FINAL ROUTING AND LENGTHS SHALL BE COORDINATED WITH OTHER TRADES. INSTALL UNDERGROUND PULLBOXES SIZED ACCORDINGLY WHERE NECESSARY. QUAZITE POLYMER CONCRETE OR EQUAL WITH GASKET BOLTED LID AND ENGRAVED "ELECTRICAL" LABEL. 5. CONTRACTOR SHALL HAVE OPTION TO INSTALL SITE FEEDERS/CONDUITS BY TRENCHING OR DIRECTIONAL BORING. 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 E003 ELECTRICAL SITE PLAN -UTILITY AND POWER 1" = 100'-0"1 ELECTRICAL SITE UTILITY AND POWER PLAN N KEYED NOTES 1 POND AERATOR CONTROL PANEL. REFER TO LANDSCAPE ARCHITECTURAL SPECIFICATIONS. CENTER POND CONTROL PANEL SHALL POWER/CONTROL (3) AERATORS. INSTALL UNISTRUT FRAMEWORK FOR PANEL SUPPORT AND EMBED VERTICAL MEMBERS IN CONCRETE MINIMUM 48" BELOW GRADE. COORDINATE FINAL LOCATION WITH OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALL. AERATOR UNDERWATER CONTROL/POWER CABLE BY MANUFACTURER AND INSTALLED BY E.C. 2 ADD ALTERNATE #3 - FISHING PIER LIGHTING DISCONNECT. SINGLE POLE WEATHERPROOF TOGGLE SWITCH AND EXTERIOR PHOTOCELL. MOUNT EQUIPMENT USING UNISTRUT FRAMEWORK AND EMBED VERTICAL SUPPORTS IN CONCRETE MINIMUM 48" BELOW GRADE. INSTALL #10 CONDUCTORS IN 1" CONDUIT TO PANEL L3 IN MIRACLE BUILDING AND WATERTIGHT CONDUIT TO FISHING PIER AND USE SUPPORT COLUMN TO FASTEN AND ROUTE TO CANOPY STRUCTURE FOR LIGHTING. REFER TO 2/3-E302. IF ALTERNATE NOT ACCEPTED, INSTALL (1) 1" CONDUIT WITH PULL STRINGS TO LOCATION AND CAP UNDERGROUND. 3 IRRIGATION PUMP HOUSE. (2) 30HP IRRIGATION PUMPS AND (1) 5HP JOCKEY PUMP PACKAGED UNIT WITH INTEGRATED VFD CONTROL/ALARM PANEL. REFER TO IRRIGATION DRAWINGS AND LANDSCAPE ARCHITECTURAL SPECIFICATIONS. COORDINATE FINAL ELECTRICAL CONNECTION WITH FINAL SHOP DRAWINGS PRIOR TO ROUGH-IN. RFI-04 REVISED 11/19/2020 D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D 28253 600 28178 28227 C 4 / 0 A L P A R A 1/ 0 A L J A C K E T E D 1/0 AL JACKETED 4/0 AL PARA EM211 E M 2 1 1 EM211 EM211 EM211 U G 309 OF 350 UG AL TRIPLEX 0004028638 35-5 WOOD 34-NULL STEEL 34-NULL STEEL 34-NULL STEEL 50T 30T 65T 65T OPEN 150E X455 X455A X455A SG161-03 X455B SOLID BLADE West High D XFMR West High C XFMR OPEN 300 1500 500 ABC PHS 2000 KVA 480/277 B PHS 25 KVA 120/240 ABC PHS 300 KVA 480/277 ABC PHS 300 KVA 480/277 ABC PHS 300 KVA 480/277 438614 STREET 150 EQUIV - LED II - GRAY 150 EQUIV - LED 438616 STREET 150 EQUIV - LED II - GRAY PE High D PE High E 1 2 3 5 6 7 1 4 7 9 12 15 17 18 19 13 5 4 9 11 12 2223 27 28 3238 39 41 45 46 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 16 10/25/2021 Larson Construction Co. Inc. Attention: Jeff Mertz jmertz@larsonconst.com Reference: Relocation of electric primary enclosure A and B at Triumph Park in Waukee, IA. WMIS: 2913802 Dear Mr. Mertz: The enclosed drawing shows MidAmerican Energy Company’s proposal to rotate primary enclosure A in efforts to give additional clearances to the ball fields and primary enclosure B in conflict of sidewalk at Triumph Park. The applicant charge for this work is $6,257.16. This proposal is valid for 90 days and if MidAmerican Energy Company construction has not commenced within 12 months it may be voided. It is MidAmerican Energy Company’s responsibility to see that the various utility companies’ facilities are located before our construction. This includes electric, natural gas, telephone, cable television, and generally water. It is the owner’s responsibility to see that any privately owned systems such as water systems, irrigation systems, drain pipes, septic lines and underground wiring are located before MidAmerican Energy Company’s construction. MidAmerican Energy Company assumes no liability for private facilities that are not located. If this proposal is satisfactory please sign and return one (1) copy to me. Payment of $6,257.16 may be withheld until the work is completed. MidAmerican Energy Company will release the work upon receipt of the signed proposal. Please call me at (515) 252- 6742 if you have any questions. Sincerely, MidAmerican Energy Company Scot Enger Customer Project Coordinator Accepted By: Date: Date Service Required: Jeff Mertz Project Manager Larson Construction ITEM #Company Description Quantity Unit Labor Material Bid Form Unit Cost Lump Sum TOTAL 1 MidAmerican 1 ls 6,257.16$ 6,257.16$ 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 -$ -$ 6,257.16$ Change Order Request #032 FINAL - Subcontractors TOTAL 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors -$ Supplier -$ LCCI 5,796.00$ Sub-Total 5,796.00$ 5% OH&P (Subcontractors)-$ 10% OH&P (LCCI/Suppliers)579.60$ 1.5% Bond 95.63$ TOTAL 6,471.23$ Respectfully, Angie Price Larson Construction Co., Inc. Per ASI #025 - Monument Signage Details Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com June 22, 2022 Change Order Request #041 FINAL COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS thinkconfluence.com ASI 25 ATTENTION: Jeff Mertz DATE: October 4th, 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: NOTES: CHANGES TO THE DRAWINGS 1. L705 – MONUMENT SIGNAGE DETAILS – Issue Full Sheet a. Revision: Footing revised to be full-trench to frost depth. Reinforcing also adjusted. b. Addition: Add stainless steel coping to outside perimeter of double sided precast sign. c. Clarification: Formliner and sandblasted finish will be utilized on precast panel. Formliner on double sided sign shall be cast as two panels and placed back-to- back. End of ASI 25 R1 1 ' - 0 " 05 L706 8" 14'-0" 10 " 8" 4" 2'-3" 1' - 2 " 4' - 0 " 5' - 1 0 " 1' - 8 " 8"8" 6" 1'-4" 3" MI N . 6" 3" MI N . 3" MIN. 8"1'-1"1'-1" 2' - 0 " 8" 8" 2' - 0 " 10"X1-1/2" THICK FABRICATED LETTERS MOUNTED ON A RAIL FOR ATTACHMENT TO FRAME. ALL SURFACES OF THE LETTERS PAINTED: BLACK 8" X 2" X 1 4" THICKNESS RECTANGLE ALUMINUM TUBE(SHARP CORNERS) RESTING ON NOTCH PAINTED : BLACK 4"X1/2" THICK CUT ALUMINUM LETTERS MOUNTED ON A FLAT BAR RAIL FOR ATTACHMENT TO FRAME. ALL SURFACES OF THE LETTERS PAINTED: BLACK 8" THICK PRECAST CONCRETE WALL 8"THICK PRECAST CONCRETE PANEL (2) 6" X 2" X 1 4" THICKNESS RECTANGLE ALUMINUM TUBE (SHARP CORNERS) PAINTED BLACK, INTERIOR SURFACES PAINTED IN COLOR; RE: MANUFACTURERS SPECS 8" X 2" X 1 4" THICKNESS RECTANGLE ALUMINUM TUBE(SHARP CORNERS) RESTING ON NOTCH, PAINTED: BLACK 3 8" THICK ALUMINUM FLAT BAR, CUT TO SHAPE AND WELDED PAINTED: BLACK (2) 6" X 1-1/2" X 1 4" THICKNESS RECTANGLE ALUMINUM TUBE (SHARP CORNERS) PAINTED BLACK, INTERIOR SURFACES PAINTED IN COLOR;TBD 3 8" THICK ALUMINUM STEEL FLAT BAR, CUT TO SHAPE AND WELDED. PAINTED : BLACK 1" THICK RECTANGULAR ALUMINUM BASE PLATE. 1" THICK RECTANGULAR ALUMINUM BASE PLATE. 2" X 1 2" THICK RAIL; PAINTED: BLACK ELECTRICAL BOX 1" CONDUIT; RE: ELECTRICAL 4' - 0 " 05 L706 CAST-IN-PLACE PCC PEDESTAL. 10'-10"2'-3" 4'-0" 3' - 6 " M I N . 7'-712"3'-612"2'-10" CONNECTION PER PRECAST SUPPLIER DETAIL; JOINT SHALL BE FULLY GROUTED FORMLINER FINISH PANEL, AS SPECIFIED SANDBLASTED FINISH PANEL, AS SPECIFIED 1" CHAMFER, TYP. #5 HOOK #5 CONT COLD JOINT BETWEEN FOOTING & PEDESTAL CAST-IN-PLACE PCC TRENCH FOOTING #5 VERT R7 ' - 0 " 1' - 2 " 5' - 1 0 " 2'-3"2'-3" 1' - 8 " 8" 6" 4'-0" 3" MI N . 3" MI N . 3" MIN. 1' - 8 " 1'-8" 6" 3" MIN. 1'-8" 4' - 0 " 1' - 2 " 7" SIGNAGE NOTES: 1.REFER TO SIGN DETAILS FOR INFORMATION ON SIGN PANELS TEXT AND COLOR. 2.ALL SIGNS TO BE SURFACE MOUNTED OTHERWISE SPECIFIED BY LANDSCAPE ARCHITECT OR PROJECT MANAGER. 3.STRUCTURE AND LETTERS IN ALUMINUM TO MATCH MANUFACTURERS SPECS. 10'-10" 8" 2' - 0 " 8" 2' - 0 " 8" 8" X 2" X 1 4" THICKNESS RECTANGLE ALUMINUM TUBE(SHARP CORNERS) RESTING ON NOTCH PAINTED : BLACK (2) 6" X 1-1/2" X 1 4" THICKNESS RECTANGLE ALUMINUM TUBE (SHARP CORNERS) PAINTED BLACK, INTERIOR SURFACES PAINTED IN COLOR;TBD 3 8" THICK ALUMINUM STEEL FLAT BAR, CUT TO SHAPE AND WELDED. PAINTED : BLACK 1" THICK RECTANGULAR ALUMINUM BASE PLATE. 10"X1-1/2" THICK FABRICATED LETTERS MOUNTED ON A RAIL FOR ATTACHMENT TO FRAME. FRONT AND BACK SURFACES OF THE LETTERS PAINTED BLACK, INTERIOR AND EDGE SURFACES PAINTED IN COLOR;TBD 4"X1/2" THICK CUT ALUMINUM LETTERS MOUNTED ON A FLAT BAR RAIL FOR ATTACHMENT TO FRAME. ALL SURFACES OF THE LETTERS PAINTED BLACK PCC PEDESTAL (2) 6" X 2" X 1 4" THICKNESS RECTANGLE ALUMINUM TUBE (SHARP CORNERS) PAINTED BLACK, INTERIOR SURFACES PAINTED IN COLOR;TBD 8" X 2" X 1 4" THICKNESS RECTANGLE ALUMINUM TUBE(SHARP CORNERS) RESTING ON NOTCH, PAINTED: BLACK 3 8" THICK ALUMINUM FLAT BAR, CUT TO SHAPE AND WELDED PAINTED : BLACK 1" THICK RECTANGULAR ALUMINUM BASE PLATE. 2" X 1 2" THICK RAIL; PAINTED: BLACK ELECTRICAL BOX 1" CONDUIT; RE: ELECTRICAL ATTACH FIXTURE TO ALUMINUM TUBE, DIRECT TOWARDS THE WALL; RE:ELECTRICAL 3' - 6 " M I N . 1" CHAMFER, TYP. STEEL EMBED PLATES (BELOW) CONNECTION PER PRECAST SUPPLIER DETAIL; JOINT SHALL BE FULLY GROUTED PERIMETER OF DOUBLE SIDED PRECAST SIGNAGE SHALL BE WRAPPED WITH SHOP FABRICATED 30-GAUGE STAINLESS STEEL COPING #5 HOOK #5 CONT COLD JOINT BETWEEN FOOTING & PEDESTAL CAST-IN-PLACE PCC TRENCH FOOTING #5 VERT 3"3" 3" 10 " 4" 1' - 0 " 1' - 0 " 1' - 0 " FINISH GRADE 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 7 0 0 S i t e S i g n a g e P l a n / D r a w n b y : X X / C h e c k e d b y : X X 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 N.T.S. L705 PLAN, SECTION AND ELEVATION: MONUMENT SIGNAGE (ONE SIDED); TYP.02 N.T.S. L705 PLAN AND SECTION: MONUMENT SIGNAGE (DOUBLE SIDED); TYP.01 MONUMENT SIGNAGE DETAILS L705 SHOP DRAWINGS REQUIRED SHOP DRAWINGS REQUIRED MONUMENT SIGN FOOTINGS10-04-2021ASI 025 ASI 25 ASI 25 ITEM #DESCRIPTION Quantity Unit Labor Material Unit Cost TOTAL 1 Original Concrete -8 CY 20.00$ 140.00$ (1,280.00)$ 2 New Concrete 34 CY 20.00$ 140.00$ 5,440.00$ 3 -$ 4 Original Excavation/Spols -3 CY 8.00$ (24.00)$ 5 New Excavation/Spoils 43 CY 8.00$ 344.00$ 6 -$ 7 Original Rebar -0.41 ton 850.00$ ########(963.50)$ 8 New Rebar 0.97 ton 850.00$ ########2,279.50$ 9 -$ 10 -$ 11 -$ 12 -$ 13 -$ 14 -$ 15 -$ 5,796.00$ - LCCI ItemsChange Order Request #041 TOTAL 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors Plumbing Company/American Mechanical 1,435.00$ Supplier -$ LCCI 205.26$ Sub-Total 1,640.26$ 5% OH&P (Subcontractors)71.75$ 10% OH&P (LCCI/Suppliers)20.53$ 1.5% Bond 25.99$ TOTAL 1,758.52$ Respectfully, Angie Price Larson Construction Co., Inc. Per RFI #092 - Miracle Building Louvers Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com June 22, 2022 Change Order Request #042 FINAL 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 #092 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: REQUEST FOR INFORMATION Miracle Building Louvers Larson Construction 2/8/2022 Action Required by: Confluence Ann Schwartz/Travis SchwartzEric Slessor There are 4 louvers on the south side of the Miracle Building at Triumph Park that are 14"x18". After speaking to Modern Builders, there is currently not enough room to trim out the panels. Can the openings be changed to 14"x14"? Please advise. Attaching email discussion with Brandon Chandler for reference and proposed louver cut sheet. 1 Angela Price From:Eric Slessor Sent:Tuesday, February 8, 2022 12:44 PM To:Angela Price; Ann Schwartz Cc:Chris Lopez Subject:FW: Triumph Park Attachments:LCCI-Waukee@larsonconst.com_20220208_133538.pdf Angela, Please send in an RFI on this. Ann, We should get a change order from the city on this. The louvers designed were too big to be able to put exterior siding on. Thanks all. Eric Slessor Project Superintendent Waukee, IA 50263 Cell: 319-327-0011 From: Brandon Chandler [mailto:bchandler@kclengineering.com] Sent: Monday, February 7, 2022 11:25 AM To: Eric Slessor Cc: mstojak@amermech.com; Erik Gruber Subject: RE: Triumph Park Eric, That will work just fine, please proceed with the 14”x14” Louvers. Thanks, Brandon Chandler Technology Engineer | Mechanical Designer 300 4th Street West Des Moines,IA50265 515.494.6272 (mobile) bchandler@kclengineering.com KCL Engineering www.kclengineering.com From: Eric Slessor Sent: Wednesday, February 2, 2022 8:58 AM To: bchandler@kclengineering.com Cc: mstojak@amermech.com; Erik Gruber Subject: FW: Triumph Park Just want to verify this will work for the Miracle Building louvers. Thanks Brandon. 2 All – attached is the cut sheet for the proposed change of louver for the miracle building Michael Naylor 3105 SE Enterprise Dr, Grimes, IA • 50111 American Mechanical 515.771.8252 515.259.7273 mstojak@amermech.com www.AmerMech.com Eric Slessor Project Superintendent Waukee, IA 50263 Cell: 319-327-0011 From: Brandon Chandler [mailto:bchandler@kclengineering.com] Sent: Monday, January 31, 2022 7:47 PM To: Eric Slessor Subject: RE: Triumph Park Eric, It would be acceptable to change the 16”x16” louvers to 14”x14”. I will give you a call in the morning to discuss. Thanks, Brandon Chandler Technology Engineer | Mechanical Designer 300 4th Street West Des Moines, IA 50265 515.494.6272 (mobile) bchandler@kclengineering.com KCL Engineering www.kclengineering.com From: Eric Slessor <eslessor@larsonconst.com> Sent: Monday, January 31, 2022 10:41 AM To: bchandler@kclengineering.com Cc: John Aceto <jaceto@thinkconfluence.com>; Erik Gruber <egruber@larsonconst.com>; Will Porter <wporter@larsonconst.com>; Angela Price <aprice@larsonconst.com>; Chris Lopez <clopez@larsonconst.com> Subject: Triumph Park There are 4 louvers on the south side of the miracle building at Triumph Park. After speaking to Modern Builders there is currently not enough room for him to trim out his panels. We are wondering if the openings can now be 14”x14”. Please give me a call to discuss. Thanks Brandon. 3 Eric Slessor Project Superintendent 8/9 Middle School 1455 NW Douglas Parkway Triumph Park 700 NW Douglas Parkway NW High School 655 NW 10th Street Waukee, IA 50263 Cell: 319-327-0011 In my absence or if you have difficulty reaching me, please reach out to the Project Team. Project Manager – Chris Lopez – 319-334-8403 Project Engineer – Erik Gruber- 319-327-4050 Senior Project Manager – Travis Schwartz - 319-327-0017 Project:Triumph Park Submittal Date:2/2/2022 Submitted By:Aaron Kile This submittal sheet reflects only the construction and options selected and is not indicative of all constructions and options that are available for the product. For more information, please contact your local representative or visit us at www.pottorff.com. Note that performance data in the details section of this submittal are calculated values, and are not AMCA certified. Information is subject to change without notice or obligation.Note: Dimensions in parentheses ( ) are millimeters. 5101 Blue Mound Rd, Fort Worth TX 76106 Page 1 of 3 Submittal Model EFD-635 Extruded aluminum louver, 6" deep, 35 degree drainable blade General construction Dimensions: Nominal (approximately 1/2" (12) undersized) Material: 6063-T5 extruded aluminum Material thickness (in): 0.081 Frame and blade attachment: Mechanically fastened Frame: 6 3/8" deep channel Blade: 35° drainable Screen 1 configuration: Material: Aluminum; Type: Bird screen; Pattern: 1/2" x 0.063" Options Screen 1 finish: Match louver Finish: Fluoropolymer, Standard color name: Black Finish warranty: 10 years Ratings Free area: [48" x 48" (1219 x 1219) unit]: 9.71 ft² (0.9 m²) 60.7% (1 side) Velocity @ 0.15 in.wg. Pressure Loss: 1106 fpm (5.62 m/s) Std. Design Load: 30 psf Listings AMCA CRP Listing: Air, Water Performance at beginning point of water penetration Free area velocity: 1250 fpm (6.35 m/s) Air volume delivered: 12138 cfm (5.73 m³/s) Pressure loss: 0.15 in.wg. (37 Pa) Model EFD-635 Details Line item Tag Qty Louver size (in.xxxx)Sections Ratings Free area Approx. weight (lbs)W x H Wide x High CFM FPM PD (in.w.g.)ft²% 1 4 14 x 14 1 x 1 0.5 39.3 11 Project:Triumph Park Submittal Date:2/2/2022 Submitted By:Aaron Kile This submittal sheet reflects only the construction and options selected and is not indicative of all constructions and options that are available for the product. For more information, please contact your local representative or visit us at www.pottorff.com. Information is subject to change without notice or obligation.Note: Dimensions in parentheses ( ) are millimeters. 5101 Blue Mound Rd, Fort Worth TX 76106 Page 2 of 3 Submittal Model EFD-635 Performance Certified Ratings: Pottorff certifies that the model EFD-635 shown herein is licensed to bear the AMCA seal. The ratings shown are based on test and procedures performed in accordance with AMCA Publication 511 and comply with the requirements of the AMCA Certified Ratings Program. The AMCA Certified Ratings seal applies to air performance and water penetration ratings. Water penetration AMCA defines the beginning point of water penetration as the free area velocity at the intersection of a simple linear regression of test data and the line of 0.01 ounces of water per square foot of free area and is measured through a 48" x 48" louver during a 15 minute period. The AMCA water penetration test provides a method for comparing louver models and designs as to their efficiency in resisting the penetration of rainfall under specific lab conditions. Pottorff recommends that intake louvers are selected with a reasonable margin of safety below the beginning point of water penetration in order to avoid unwanted penetration during severe storm conditions. Project:Triumph Park Submittal Date:2/2/2022 Submitted By:Aaron Kile This submittal sheet reflects only the construction and options selected and is not indicative of all constructions and options that are available for the product. For more information, please contact your local representative or visit us at www.pottorff.com. Information is subject to change without notice or obligation.Note: Dimensions in parentheses ( ) are millimeters. 5101 Blue Mound Rd, Fort Worth TX 76106 Page 3 of 3 Pressure loss Louver test size = 48" x 48" (1219 x 1219) Information is subject to change without notice or obligation.NOTE:Dimensions in parentheses ( ) are millimeters. Ex t r u d e d A l u m i n u m S t a t i o n a r y L o u v e r s II S L (1 / 2 ) M a r c h 2 0 2 1 extruded aluminum stationary louversinstallation instructions The following guidelines provide basic assembly and installationinstructions for standard Pottorff extruded aluminum stationary blade louvers. Most Pottorff standard louvers are designed to resist a 30 psf wind load. General Louvers and Hardware Openings1. 2. Inspect openings for damage, repair as needed, and removeobstructions and debris as required. Verify that openings are square, plumb, and that the louvers will fit properly prior to installation. Preparation 1. 2. 3. Sill Flashing (if applicable) 1. 2. 3. 4. 5. Single Section Louver Installation 1. 2. 3. 4. Locate all A-1 anchor clip angles as shown in fig. 3.1 (Clip angles are by others or optional by Pottorff). Install the lower left section (as viewed from the exterior) following steps 2-4 for single sections above. After this, ifmore than one section wide, install the next section to theright, following the procedure in steps 2-4 above. Moving fromleft to right and then bottom to top, install remaining sectionsand secure with clip angles as shown. See fig 3.1 and 3.4. Athorizontal splice joints (if present), use A-2 extended anglesto connect to a structural member (by others) behind the louver. For these splice connections see fig. 3.2 for mullionjoints and fig. 3.3 for joints between stiffeners. For hidden mullions, install gasket or sealant (by others) between mating stiffener angles. See fig. 3.5. Install backer rod and caulk around the entire perimeter of the louver, and between louver sections, as required. Do not caulk between louver and sill flashing to allow for drainage. Multiple Section Louver Installation POTTORFF ®5101 Blue Mound Road, Fort Worth, Texas 76106 www.pottorff.com Table 1: Installation Hardware Part Description A-1 Clip Angle(1-1/2" x 2" x 1/8" x4" long: 6061-T6 aluminum)Optional by Pottorff A-2 Extended Clip Angle(1-1/2" x 2" x 1/8" x8" long: 6061-T6 aluminum) Optional by Pottorff(multi-section highassemblies only) F-1 #12-14 x 3/4" HexHead Self-DrillingScrew Included with clipangles F-2 1/4"-20 x 1-1/4"Hex-Head Bolt,Locknut and (2) FlatWashers Included with clipangles (multi-section high assemblies only) F-3 Anchor to Condition(varies)Supplied by others Consult with the Engineer of record for the size, type, andsurrounding condition. Refer to job-specific submittal drawings for additional details when provided. Carefully lift louver sections by their frames or support members using multiple lifting points if necessary to avoiddistortion, racking or damage.Do not apply excessiveforce to a single point and NEVER LIFT UNITS BY LOUVER BLADES. Take necessary precautions to prevent marring the louver finish. Caulk and anchors are by others. Proper isolation (by others) is recommended between aluminum louver components and steel building conditions to prevent corrosion. 1. 2. 3. 4. 1. 2. 3. Locate all crates, boxes, cartons, etc. Remove louvers from packaging, inspect for damage, confirm quantities and sizes with packing list, and organizeparts in order of installation. If installation hardware wasordered it will typically be in a separate box. Notify your Pottorff representative immediately of any shortages or shipping damage. Locate all sill flashing (by others or optional by Pottorff). Sill flashing is recommended for all multiple section louvers. Confirm that the sill of the opening and the underside of the sill flashing are clean and free of all debris. Apply caulk to the bottom of the opening and firmly set the sillflashing in the caulk. See Figure 1.1. a. For wider openings, multiple pieces of flashing may be necessary in order to cover the entire width. When thisoccurs, caulk at all overlapping joints and firmly set. See Figure 1.2. b. Closed end flashing pieces (if supplied by Pottorff) willinclude extra length on each end which must be cut, and manually bent into place to close off the sill flashing ends. Carefully bend up the end tabs and thoroughly caulk the corner seams. See figure 1.3. Locate all A-1 anchor clip angles as required to establish proper louver depth and position. See fig. 2.1 for required locations and spacing. (Clip angles are by others or optional by Pottorff.) Place the louver section into the opening. See fig. 2.2, 2.3, 2.4 and 2.5. Shim around the perimeter of the louver to maintain the proper sealant joint clearance and to level the louver. (Shims are by others, or supplied by Pottorff along with clipangles.) Secure clip angles to wall structure using anchors (byothers) as appropriate for the type of substrate. When the louver is level and in the proper position, fasten louver frame to clip angles with minimum #12 screws (by others, or supplied by Pottorff along with clip angles.)Secure clip angles to wall structure using anchors by othersasappropriate for the type of substrate. Install backer rod and caulk around the entire perimeter of sill flashing to allow for drainage. extruded aluminum stationary louversinstallation instructions POTTORFF ®5101 Blue Mound Road, Fort Worth, Texas 76106 www.pottorff.comInformation is subject to change without notice or obligation.NOTE:Dimensions in parentheses ( ) are millimeters. Single Section Louver Installation Multiple Section Louver Installation F-1 Tek Screws 4 Per Connection A-1 Clip Angles F-1 Tek Screws 2 Per Connection Anchors to Condition (by others) 12" (305) max. 24" (610) max. Sealant and Backer Rod (by others) 1/4" (6.4) Anchors to Condition (by others) Sealant and Backer Rod (by others) 1/4" (6.4) Lo u v e r H e i g h t No m i n a l L o u v e r H e i g h t (R o u g h O p e n i n g ) SurroundingCondition (by others) Clip Angle Louver Head Member Blade Stiffener 4" (6.4) Sealant and Backer Rod and Shims (by others) Surrounding Condition (by others) Louver Sill Member Lo u v e r H e i g h t No m i n a l L o u v e r H e i g h t (R o u g h O p e n i n g ) Fig. 2.1 Clip Angle - Single Section Louver Fig. 2.2 Head Fig. 2.3 Stiffener Fig. 2.4 Jamb Fig. 2.5 Sill Fig. 3.4 Visible Mullion Fig. 3.3 Stiffener Splice Backing Rod and Caulk Applied Between Building Conditions and Louver and Adjoining Louvers (by others) Structual Support (by others) 12" (305) max. 24" (610) max. A-1 Clip Angles 12" (305) max. F-2 Hex Head Bolt, Flat Washers and Lock Nut A-2 Clip Angles5/16" (8.0) Drill Thru Anchors to Condition (by others) Fig. 3.1 Clip Angle - Multiple Section Louver F-2 Hex Head Bolt, Flat Washers and Lock Nut Anchors to Condition (by others) A-2 Clip Angles 5/16" (8.0) Drill Thru Fig. 3.2 Jamb Splice Mullion Flashing Caulk Wall condition Two (2) Beads of Caulk 3" m i n . ove r l a p Slit in Field Cut-Out in Field Caulk Seam for Water Leak Sill Flashing Details Fig. 1.1 Sill FlashingVertical Section Fig. 1.3 Closed End Sill FlashingFig. 1.2 Sill Flashing Assembly 1/4" (6.4) Nominal Louver Width (Rough Opening)Sealant and Backer Rod (by others) SurroundingCondition (by others) Louver Jamb Member Louver Width Clip AngleAnchor to Condition (by others) Clip AngleAnchor to Condition (by others) F-1 Tek Screw 4 Per Connection Stiffener Angle Louver Head Member 1/4" (6.4) Gasket or Sealant (by others) Fig. 3.5 Hidden Mullion Ex t r u d e d A l u m i n u m S t a t i o n a r y L o u v e r s II S L 2 (2 / 2 ) M a r c h 2 0 2 1 ITEM #DESCRIPTION Quantity Unit Labor Material Unit Cost TOTAL 1 3 hrs 68.42$ 205.26$ 2 -$ 3 -$ 4 -$ 5 -$ 6 -$ 7 -$ 8 -$ 9 -$ 10 -$ 11 -$ 12 -$ 13 -$ 14 -$ 15 -$ 205.26$ - LCCI ItemsChange Order Request #042 TOTAL ITEM #Company Description Quantity Unit Labor Material Bid Form Unit Cost Lump Sum TOTAL 1 American Mechanical 1 ls 1,435.00$ 1,435.00$ 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 -$ -$ 1,435.00$ Change Order Request #042 - Subcontractors TOTAL 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors ASI Signage Innovations (2,740.00)$ Supplier -$ LCCI 957.88$ Sub-Total (1,782.12)$ 5% OH&P (Subcontractors)(137.00)$ 10% OH&P (LCCI/Suppliers)95.79$ 1.5% Bond (27.35)$ TOTAL (1,850.68)$ Note: There are no costs for planting plan changes called out in ASI #026. Respectfully, Angie Price Larson Construction Co., Inc. Per ASI 026 - Signage Coordinates Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com June 22, 2022 Change Order Request #044 - FINAL COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS thinkconfluence.com ASI 26 ATTENTION: Jeff Mertz DATE: October 8th, 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: NOTES: CHANGES TO THE DRAWINGS 1. L316 – COORDINATE POINT SCHEDULES – Issue Full Sheet a. Clarification: Schedule added to indicate coordinate points for scoreboards, directional signage, kiosk signage, team signage, single-sided monument signage, and double-sided monument signage. 2. L401 – PLANTING PLAN – Issue Full Sheet a. Revision: Plant material adjusted to eliminate view obstructions to monument sign. No change to overall planting quantities has occurred. b. Clarification: (1) Acer rubrum ‘Franksred’ RED SUNSET has been relocated from location on sheet L402 to new location on sheet L401. 3. L402 – PLANTING PLAN – Issue Full Sheet a. Revision: Plant material adjusted to eliminate view obstructions to monument sign. No change to overall planting quantities has occurred. b. Clarification: (1) Acer rubrum ‘Franksred’ RED SUNSET has been relocated from location on sheet L402 to new location on sheet L401. 4. L403 – PLANTING PLAN – Issue Full Sheet a. Revision: Plant material adjusted to eliminate view obstructions to monument sign. No change to overall planting quantities has occurred. 5. L700 – SITE IDENTIFICATION INDEX – Issue Full Sheet a. Remove from Scope: Directional signage locations 3 & 8 removed from project scope. TRIUMPH PARK / 17393-02 Page 2 of 2 thinkconfluence.com 6. L701 – SITE SIGNAGE PLAN – Issue Full Sheet a. Remove from Scope: Plan 2: Directional signage location 3 removed from project scope. 7. L703 – SITE SIGNAGE PLAN – Issue Full Sheet a. Remove from Scope: Plan 2: Directional signage location 8 removed from project scope. 8. L707 – WAYFINDING SIGNAGE DETAILS – Issue Full Sheet a. Remove from Scope: Details 3 & 8: Remove (2) wayfinding signs from project scope. End of ASI 26 ARCHITECTURE COORDINATE POINT DATA #NORTHING EASTING A01 593466.18 1533623.91 A02 593486.18 1533623.91 A03 593488.53 1533768.30 A04 593520.95 1533800.72 A05 593441.17 1534768.05 A06 593394.83 1534768.91 A07 593494.60 1535290.35 A08 593462.18 1535322.77 A09 593486.57 1535588.58 A10 593486.57 1535685.43 A11 592804.45 1535550.68 A12 592804.45 1535530.67 A13 592606.08 1535522.38 A14 592573.66 1535554.80 LIGHTING COORDINATE POINT DATA #NORTHING EASTING L001 593710.76 1533578.79 L002 593700.02 1533797.13 L003 593710.76 1534015.46 L004 593600.02 1533797.13 L005 593492.43 1533589.54 L006 593492.43 1533689.54 L007 593384.84 1533797.13 L008 593492.43 1533904.72 L009 593496.16 1533985.51 L010 593492.43 1534004.72 L011 593484.86 1534060.99 L012 593459.87 1534130.97 L013 593449.89 1534204.88 L014 593449.11 1534280.38 L015 593447.83 1534389.71 L016 593555.65 1534351.72 L017 593673.86 1534352.94 L018 593724.30 1534481.97 L019 593616.31 1534480.85 L020 593508.31 1534479.73 L021 593447.01 1534464.70 L022 593446.27 1534542.01 L023 593445.59 1534612.21 L024 593507.02 1534624.73 L025 593615.01 1534625.85 L026 593723.00 1534626.97 L027 593721.76 1534746.96 L028 593613.77 1534745.84 L029 593508.31 1534745.86 L030 593443.64 1534808.23 L031 593442.88 1534880.22 L032 593439.87 1534906.33 L033 593504.41 1534889.71 L034 593612.41 1534890.83 L035 593720.40 1534891.95 L036 593678.12 1535020.02 L037 593548.82 1535018.73 L038 593679.31 1535076.81 L039 593464.12 1535087.91 L040 593464.12 1535187.91 L041 593568.21 1535292.00 L042 593668.21 1535292.00 L043 593464.12 1535396.09 L044 593360.03 1535292.00 L045 593260.03 1535292.00 L046 593464.12 1535496.09 L047 593474.07 1535562.66 L048 593679.31 1535507.19 L049 593474.07 1535662.67 L050 593474.07 1535763.17 L051 593563.33 1535756.96 L052 593593.25 1535699.39 L053 593601.80 1535635.83 L054 593528.56 1535745.58 L055 593508.66 1535813.64 L056 593426.06 1535815.41 L057 593440.02 1535867.21 L058 593274.14 1533578.76 L059 593258.16 1533576.19 L060 593211.78 1533664.08 L061 593205.60 1533765.04 L062 593284.84 1533797.13 L063 593205.52 1533833.98 L064 593142.94 1533914.19 L065 593192.57 1533995.23 L066 593274.09 1534015.46 L067 593259.25 1534067.09 L068 593273.05 1534164.88 L069 593250.26 1534262.73 L070 593243.23 1534363.09 L071 593264.93 1534460.87 L072 593316.13 1534549.30 L073 593416.36 1534550.40 L074 593320.74 1534613.17 L075 593331.36 1534713.00 L076 593315.00 1534809.03 L077 593259.12 1534893.47 L078 593339.83 1534996.97 L079 593307.98 1535008.18 L080 593210.26 1534984.74 L081 593248.93 1535076.81 L082 593178.42 1535081.19 L083 593164.08 1535177.46 L084 593166.44 1535280.97 L085 593183.51 1535370.63 L086 593205.73 1535468.64 L087 593196.51 1535568.82 L088 593110.03 1535539.59 L089 593022.03 1535539.52 L090 593182.69 1535668.55 L091 593190.00 1535768.88 L092 593261.39 1535841.10 L093 593357.22 1535880.06 L094 593359.25 1535842.49 L095 592858.15 1533572.66 L096 592840.52 1533670.28 L097 592815.86 1533767.52 L098 592809.78 1533868.70 L099 592809.78 1533968.70 L100 592884.88 1533984.26 L101 592809.78 1534073.04 L102 592829.17 1534173.24 L103 592881.22 1534257.16 L104 592926.67 1534347.32 L105 592956.48 1534443.51 L106 592969.92 1534542.50 L107 592967.02 1534641.50 L108 592947.66 1534740.08 L109 592909.11 1534830.87 L110 592842.70 1534906.86 L111 592776.00 1534977.97 L112 592796.77 1535076.87 L113 592767.06 1535158.62 L114 592841.40 1535164.42 L115 592915.94 1535231.13 L116 592957.83 1535321.91 L117 592944.40 1535335.97 L118 592965.83 1535424.57 L119 592970.48 1535523.25 L120 592963.10 1535573.02 L121 592967.39 1535670.75 L122 592944.40 1535716.83 L123 592948.28 1535772.30 L124 592904.34 1535862.28 L125 592912.59 1535946.17 L126 592855.66 1535948.60 L127 592767.06 1535894.18 L128 592852.81 1535526.64 L129 592712.81 1535526.64 L130 592576.72 1535662.74 L131 592576.72 1535802.74 L132 592576.72 1535390.55 L133 592576.72 1535250.55 L134 592440.63 1535526.64 L135 592300.63 1535526.64 L136 592386.19 1535158.62 L137 592208.85 1535335.97 L138 592208.85 1535716.83 L139 592386.19 1535894.18 L140 593288.26 1533485.13 CURB COORDINATE POINT DATA #NORTHING EASTING C001 593488.43 1533640.94 C002 593496.43 1533640.94 C003 593496.43 1533648.94 C004 593488.43 1533648.94 C005 593488.43 1533662.87 C006 593496.43 1533662.87 C007 593496.43 1533670.87 C008 593488.43 1533670.87 C009 593488.43 1533676.20 C010 593496.43 1533676.20 C011 593496.43 1533702.20 C012 593488.43 1533702.20 C013 593488.43 1533708.20 C014 593496.43 1533708.20 C015 593496.43 1533716.20 C016 593488.43 1533716.20 C017 593488.43 1533730.13 C018 593496.43 1533730.13 C019 593496.43 1533738.13 C020 593488.43 1533738.13 C021 593470.93 1533676.20 C022 593464.93 1533676.20 C023 593464.93 1533702.20 C024 593470.93 1533702.20 C025 593513.93 1533676.20 C026 593519.93 1533676.20 C027 593519.93 1533702.20 C028 593513.93 1533702.20 C029 593551.42 1533793.13 C030 593551.42 1533801.13 C031 593559.42 1533801.13 C032 593559.42 1533793.13 C033 593587.35 1533769.63 C034 593613.35 1533769.63 C035 593613.35 1533775.63 C036 593587.35 1533775.63 C037 593587.35 1533793.13 C038 593613.35 1533793.13 C039 593613.35 1533801.13 C040 593587.35 1533801.13 C041 593587.35 1533818.63 C042 593613.35 1533818.63 C043 593613.35 1533824.63 C044 593587.35 1533824.63 C045 593496.43 1533856.12 C046 593488.43 1533856.12 C047 593488.43 1533864.12 C048 593496.43 1533864.12 C049 593496.43 1533878.05 C050 593488.43 1533878.05 C051 593488.43 1533886.05 C052 593496.43 1533886.05 C053 593496.43 1533892.05 C054 593488.43 1533892.05 C055 593488.43 1533918.05 C056 593496.43 1533918.05 C057 593496.43 1533923.38 C058 593488.35 1533923.38 C059 593488.43 1533931.38 C060 593496.43 1533931.38 C061 593496.43 1533945.31 C062 593488.43 1533945.31 C063 593488.43 1533953.31 C064 593496.43 1533953.31 C065 593470.93 1533918.05 C066 593464.93 1533918.05 C067 593464.93 1533892.05 C068 593470.93 1533892.05 C069 593513.93 1533892.05 C070 593519.93 1533892.05 C071 593519.93 1533918.05 C072 593513.93 1533918.05 C073 593433.43 1533801.13 C074 593425.43 1533801.13 C075 593425.43 1533793.13 C076 593433.43 1533793.13 C077 593397.50 1533824.63 C078 593371.50 1533824.63 C079 593371.50 1533818.63 C080 593397.50 1533818.63 C081 593397.50 1533801.13 C082 593371.50 1533801.13 C083 593371.50 1533793.13 C084 593397.50 1533793.13 C085 593397.50 1533775.63 C086 593371.50 1533775.63 C087 593371.50 1533769.63 C088 593397.50 1533769.63 C089 593462.58 1534411.25 C090 593476.52 1534411.39 C091 593480.56 1534407.44 C092 593483.83 1534393.01 C093 593496.50 1534380.66 C094 593504.59 1534406.34 C095 593511.91 1534375.25 C096 593513.57 1534406.28 C097 593527.51 1534359.98 C098 593608.86 1534360.82 C099 593623.72 1534376.00 C100 593630.76 1534379.00 C101 593633.83 1534379.03 C102 593637.87 1534375.07 C103 593655.51 1534361.30 C103A 593755.51 1534362.34 C103B 593755.37 1534375.79 C104 593771.46 1534415.48 C104A 593759.82 1534380.34 C105 593760.11 1534404.34 C106 593758.00 1534415.35 C107 593753.56 1534410.35 C108 593729.56 1534408.52 C109 593720.58 1534408.58 C110 593621.57 1534407.40 C111 593612.59 1534407.46 C112 593504.30 1534433.19 C113 593513.29 1534433.28 C114 593612.29 1534434.31 C115 593621.29 1534434.40 C116 593720.28 1534435.43 C117 593729.30 1534435.52 C118 593728.98 1534468.52 C119 593719.96 1534468.57 C120 593620.95 1534467.40 C121 593611.96 1534467.45 C122 593512.95 1534466.28 C123 593503.97 1534466.33 C124 593503.67 1534493.19 C125 593512.67 1534493.28 C126 593611.67 1534494.31 C127 593620.67 1534494.40 C128 593719.66 1534495.43 C129 593728.72 1534495.52 C130 593770.16 1534550.47 C131 593770.07 1534559.47 C132 593756.58 1534559.34 C133 593756.66 1534550.34 C134 593728.39 1534528.52 C135 593719.38 1534528.42 C136 593719.23 1534541.92 C137 593620.38 1534527.39 C138 593620.27 1534540.90 C139 593611.31 1534540.81 C140 593611.38 1534527.30 C141 593512.28 1534539.78 C142 593512.39 1534526.27 C143 593503.39 1534526.18 C144 593479.19 1534547.93 C145 593461.26 1534543.26 C146 593461.05 1534570.30 C147 593479.02 1534565.93 C148 593503.00 1534578.18 C149 593512.00 1534578.27 C150 593512.14 1534564.77 C151 593611.13 1534565.85 C152 593610.99 1534579.30 C153 593619.99 1534579.39 C154 593620.13 1534565.90 C155 593719.10 1534566.92 C156 593718.99 1534580.42 C157 593727.89 1534580.51 C158 593727.57 1534613.51 C159 593718.66 1534613.57 C160 593619.65 1534612.39 C161 593610.67 1534612.45 C162 593511.66 1534611.27 C163 593502.67 1534611.33 C164 593502.38 1534638.18 C165 593511.38 1534638.27 C166 593610.37 1534639.30 C167 593619.37 1534639.39 C168 593718.36 1534640.42 C169 593727.30 1534640.51 C170 593768.86 1534685.47 C171 593757.23 1534699.33 C172 593755.37 1534685.33 C173 593750.82 1534689.78 C174 593726.98 1534673.51 C175 593718.02 1534673.32 C176 593619.03 1534672.39 C177 593610.03 1534672.30 C178 593520.03 1534671.36 C179 593515.58 1534666.82 C180 593506.58 1534666.72 C181 593502.03 1534671.18 C182 593460.08 1534669.24 C183 593459.99 1534678.24 C184 593501.94 1534680.68 C185 593523.71 1534702.90 C186 593528.75 1534698.46 C187 593609.75 1534699.30 C188 593618.75 1534699.39 C189 593717.74 1534700.52 C190 593726.72 1534700.61 C191 593768.26 1534749.68 C192 593756.89 1534735.32 C193 593754.74 1534749.54 C194 593750.32 1534741.76 C195 593750.29 1534745.00 C196 593726.40 1534733.41 C197 593717.42 1534733.56 C198 593618.41 1534732.39 C199 593609.42 1534732.44 C200 593528.41 1534731.45 C201 593523.46 1534726.90 C202 593501.23 1534748.67 C203 593501.13 1534758.17 C204 593505.58 1534762.72 C205 593514.58 1534762.81 C206 593519.13 1534758.36 C207 593609.13 1534759.29 C208 593618.13 1534759.39 C209 593717.12 1534760.41 C210 593726.13 1534760.60 C211 593725.81 1534793.40 C212 593716.75 1534793.41 C213 593716.61 1534806.91 C214 593617.65 1534805.89 C215 593617.76 1534792.38 C216 593608.76 1534792.55 C217 593608.65 1534805.79 C218 593509.65 1534804.77 C219 593509.77 1534791.26 C220 593500.77 1534791.17 C221 593476.81 1534771.25 C222 593472.67 1534768.33 C223 593459.12 1534768.24 C224 593458.87 1534791.29 C225 593472.43 1534791.43 C226 593476.63 1534788.60 C227 593500.38 1534843.16 C228 593509.38 1534843.26 C229 593509.52 1534829.76 C230 593608.51 1534830.79 C231 593608.37 1534844.28 C232 593617.37 1534844.38 C233 593617.51 1534830.88 C234 593716.48 1534831.91 C235 593716.37 1534845.40 C236 593725.31 1534845.60 C237 593754.19 1534848.54 C238 593767.27 1534848.67 C239 593767.18 1534857.67 C240 593753.68 1534857.54 C241 593724.99 1534878.40 C242 593716.06 1534878.55 C243 593617.05 1534877.38 C244 593608.06 1534877.43 C245 593509.05 1534876.26 C246 593500.07 1534876.31 C247 593499.77 1534903.17 C248 593508.77 1534903.26 C249 593607.77 1534904.29 C250 593616.77 1534904.38 C251 593715.76 1534905.41 C252 593724.72 1534905.50 C253 593724.40 1534938.49 C254 593715.44 1534938.55 C255 593616.42 1534937.38 C256 593607.44 1534937.43 C257 593508.43 1534936.26 C258 593499.45 1534936.31 C259 593475.26 1534945.96 C260 593470.81 1534941.42 C261 593457.23 1534941.28 C262 593485.25 1534985.30 C263 593499.15 1534963.16 C264 593508.15 1534963.26 C265 593607.14 1534964.28 C266 593616.14 1534964.38 C267 593715.14 1534965.40 C268 593724.14 1534965.49 C269 593766.20 1534956.67 C270 593752.73 1534956.53 C271 593748.18 1534960.99 C272 593748.16 1534963.75 C273 593754.59 1534970.31 C274 593749.86 1534994.26 C275 593745.20 1534999.75 C276 593745.07 1535012.21 C277 593628.58 1535011.00 C278 593628.73 1534997.01 C279 593625.26 1534993.47 C280 593623.52 1534993.45 C281 593615.38 1534997.53 C282 593601.95 1535010.68 C283 593520.84 1535009.84 C284 593512.14 1535000.96 C285 593505.53 1534994.21 C286 593499.51 1534991.27 C287 593468.12 1535139.82 C288 593460.12 1535139.82 C289 593460.12 1535147.82 C290 593468.12 1535147.82 C291 593468.12 1535161.24 C292 593460.12 1535161.24 C293 593460.12 1535169.24 C294 593468.12 1535169.24 C295 593468.12 1535174.58 C296 593460.12 1535174.58 C297 593460.12 1535201.08 C298 593468.12 1535201.08 C299 593468.12 1535206.58 C300 593460.05 1535206.58 C301 593460.12 1535214.58 C302 593468.12 1535214.58 C303 593468.12 1535229.60 C304 593460.12 1535229.60 C305 593460.12 1535237.60 C306 593468.12 1535237.60 C307 593446.12 1535174.58 C308 593440.12 1535174.58 C309 593440.12 1535200.58 C310 593446.12 1535200.58 C310 593482.12 1535174.58 C311 593488.12 1535174.58 C312 593488.12 1535200.58 C313 593482.12 1535200.58 C314 593518.52 1535288.00 C315 593518.52 1535296.00 C316 593526.52 1535296.00 C317 593526.52 1535288.00 C318 593555.54 1535268.00 C319 593581.54 1535268.00 C320 593581.54 1535274.00 C321 593555.54 1535274.00 C322 593555.54 1535288.00 C323 593581.54 1535288.00 C324 593581.54 1535296.00 C325 593555.54 1535296.00 C326 593555.54 1535310.00 C327 593581.54 1535310.00 C328 593581.54 1535316.00 C329 593555.54 1535316.00 C340 593468.12 1535346.40 C341 593460.12 1535346.40 C342 593460.12 1535354.40 C343 593468.12 1535354.40 C344 593468.12 1535369.42 C345 593460.12 1535369.42 C346 593460.12 1535377.42 C347 593468.12 1535377.42 C348 593468.12 1535383.42 C349 593460.12 1535383.42 C350 593460.12 1535409.42 C351 593468.12 1535409.42 C352 593468.12 1535414.76 C353 593460.05 1535414.76 C354 593460.12 1535422.76 C355 593468.12 1535422.76 C356 593468.12 1535436.69 C357 593460.12 1535436.69 C358 593460.12 1535444.69 C359 593468.12 1535444.69 C360 593482.12 1535383.42 C361 593488.12 1535383.42 C362 593488.12 1535409.42 C363 593482.12 1535409.42 C364 593446.12 1535383.42 C365 593440.12 1535383.42 C366 593440.12 1535409.42 C367 593446.12 1535409.42 C368 593409.72 1535296.00 C369 593401.72 1535296.00 C370 593401.72 1535288.00 C371 593409.72 1535288.00 C372 593372.70 1535316.00 C373 593346.70 1535316.00 C374 593346.70 1535310.00 C375 593372.70 1535310.00 C376 593372.70 1535296.00 C377 593346.70 1535296.00 C378 593346.70 1535288.00 C379 593372.70 1535288.00 C380 593372.70 1535274.00 C381 593346.70 1535274.00 C382 593346.70 1535268.00 C383 593372.70 1535268.00 C384 593539.85 1535586.86 C385 593553.30 1535586.81 C386 593557.80 1535582.31 C387 593581.80 1535582.35 C388 593586.30 1535586.81 C389 593599.80 1535604.15 C390 593599.80 1535676.31 C391 593586.30 1535676.31 C392 593581.80 1535680.80 C393 593595.22 1535703.03 C394 593631.17 1535721.82 C395 593664.90 1535711.24 C396 593630.63 1535776.83 C397 593620.05 1535743.09 C398 593588.29 1535726.49 C399 593574.39 1535723.08 C400 593566.30 1535723.08 C401 593561.80 1535727.58 C402 593561.80 1535732.08 C403 593497.07 1535732.08 C404 593497.07 1535727.58 C405 593492.57 1535723.08 C406 593486.57 1535723.58 C407 593486.57 1535691.43 C408 593535.30 1535691.43 C409 593539.80 1535686.93 C410 593539.80 1535681.21 C411 593539.80 1535642.81 C412 592785.60 1535522.40 C413 592785.60 1535530.40 C414 592777.60 1535530.40 C415 592777.60 1535522.40 C416 592766.42 1535522.40 C417 592766.42 1535530.40 C418 592758.42 1535530.40 C419 592758.42 1535522.40 C420 592747.23 1535522.40 C421 592747.23 1535530.40 C422 592739.23 1535530.40 C423 592739.23 1535522.40 C424 592726.05 1535522.40 C425 592726.05 1535530.40 C426 592700.05 1535530.40 C427 592700.05 1535522.40 C428 592689.69 1535522.40 C429 592689.69 1535530.40 C430 592681.69 1535530.40 C431 592681.69 1535522.40 C431 592670.51 1535522.40 C432 592670.51 1535530.40 C433 592662.51 1535530.40 C434 592662.51 1535522.40 C435 592651.32 1535522.40 C436 592651.32 1535530.40 C437 592643.32 1535530.40 C438 592643.32 1535522.40 C439 592726.05 1535547.90 C440 592726.05 1535553.90 C441 592700.05 1535553.90 C442 592700.05 1535547.90 C443 592726.05 1535504.90 C444 592726.05 1535498.90 C445 592700.05 1535498.90 C446 592700.05 1535504.90 C447 592580.62 1535459.70 C448 592572.62 1535459.70 C449 592572.62 1535451.70 C450 592580.62 1535451.70 C451 592580.62 1535438.34 C452 592572.62 1535438.34 C453 592572.62 1535430.34 C454 592580.62 1535430.34 C455 592580.62 1535402.97 C456 592572.62 1535402.97 C457 592572.62 1535376.97 C458 592580.62 1535376.97 C459 592598.12 1535376.97 C460 592604.12 1535376.97 C461 592604.12 1535402.97 C462 592598.12 1535402.97 C463 592555.12 1535402.97 C464 592555.12 1535376.97 C465 592549.12 1535376.97 C466 592549.12 1535402.97 C467 592509.93 1535530.40 C468 592509.93 1535522.40 C469 592501.93 1535522.40 C470 592501.93 1535530.40 C471 592490.74 1535530.40 C472 592490.74 1535522.40 C473 592482.74 1535522.40 C474 592482.74 1535530.40 C475 592471.56 1535530.40 C476 592471.56 1535522.40 C477 592463.56 1535522.40 C478 592463.56 1535530.40 C479 592453.20 1535530.40 C480 592453.20 1535522.40 C481 592427.20 1535522.40 C482 592427.20 1535530.40 C483 592414.01 1535530.40 C484 592414.01 1535522.40 C485 592406.01 1535522.40 C486 592406.01 1535530.40 C487 592394.83 1535530.40 C488 592394.83 1535522.40 C489 592386.83 1535522.40 C490 592386.83 1535530.40 C491 592375.65 1535530.40 C492 592375.65 1535522.40 C493 592367.65 1535522.40 C494 592367.65 1535530.40 C495 592453.20 1535504.90 C496 592453.20 1535498.90 C497 592427.20 1535498.90 C498 592427.20 1535504.90 C499 592453.20 1535547.90 C500 592453.20 1535553.90 C501 592427.20 1535553.90 C502 592427.20 1535547.90 C503 592572.62 1535593.10 C504 592580.62 1535593.10 C505 592580.62 1535601.10 C506 592572.62 1535601.10 C507 592572.62 1535614.46 C508 592580.62 1535614.46 C509 592580.62 1535622.46 C510 592572.62 1535622.46 C511 592572.62 1535649.83 C512 592580.62 1535649.83 C513 592580.62 1535675.83 C514 592572.62 1535675.83 C515 592555.12 1535675.83 C516 592555.12 1535649.83 C517 592549.12 1535649.83 C518 592549.12 1535675.83 C519 592598.12 1535649.83 C520 592598.12 1535675.83 C521 592604.12 1535675.83 C522 592604.12 1535649.83 C523 593589.30 1535586.81 FIELD COORDINATE POINT DATA #NORTHING EASTING F001 593534.59 1533676.21 F002 593525.09 1533676.20 F003 593525.09 1533702.20 F004 593532.43 1533702.20 F005 593532.43 1533741.62 F006 593547.93 1533757.13 F007 593587.35 1533757.13 F008 593587.35 1533764.46 F009 593613.35 1533764.46 F010 593613.35 1533755.13 F011 593613.35 1533839.13 F012 593613.35 1533829.79 F013 593587.35 1533829.79 F014 593587.35 1533837.13 F015 593547.93 1533837.13 F016 593532.43 1533852.63 F017 593532.43 1533892.05 F018 593525.09 1533892.05 F019 593525.09 1533918.05 F020 593534.59 1533918.05 F021 593459.83 1533676.13 F022 593450.33 1533676.13 F023 593452.49 1533702.15 F024 593459.83 1533702.15 F025 593452.49 1533741.60 F026 593436.97 1533757.12 F027 593397.52 1533757.12 F028 593397.52 1533764.46 F029 593371.50 1533764.46 F030 593371.50 1533755.12 F031 593371.50 1533839.13 F032 593371.50 1533829.79 F033 593397.50 1533829.79 F034 593397.50 1533837.13 F035 593436.92 1533837.13 F036 593452.43 1533852.63 F037 593452.43 1533892.05 F038 593459.76 1533892.05 F039 593459.76 1533918.05 F040 593450.26 1533918.05 F041 593627.29 1534115.18 F042 593627.29 1534295.18 F043 593425.14 1534891.58 F044 593424.81 1534918.92 F045 593416.86 1534918.83 F046 593416.43 1534959.80 F047 593393.62 1534982.14 F048 593352.65 1534981.72 F049 593352.57 1534989.72 F050 593325.24 1534989.43 F051 593502.79 1535174.58 F052 593493.29 1535174.58 F053 593493.29 1535200.58 F054 593500.62 1535200.58 F055 593500.62 1535239.99 F056 593516.13 1535255.50 F057 593555.54 1535255.50 F058 593555.54 1535262.83 F059 593581.54 1535262.83 F060 593581.54 1535253.50 F061 593581.54 1535330.50 F062 593581.54 1535321.17 F063 593555.54 1535321.17 F064 593555.54 1535328.50 F065 593516.13 1535328.50 F066 593500.62 1535344.01 F067 593500.62 1535383.42 F068 593493.29 1535383.42 F069 593493.29 1535409.42 F070 593502.79 1535409.42 F071 593425.46 1535409.42 F072 593434.95 1535409.42 F073 593434.95 1535383.42 F074 593427.62 1535383.42 F075 593427.62 1535344.01 F076 593412.11 1535328.50 F077 593372.70 1535328.50 F078 593372.70 1535321.17 F079 593346.70 1535321.17 F080 593346.70 1535330.50 F081 593425.46 1535174.58 F082 593434.95 1535174.58 F083 593434.95 1535200.58 F084 593427.62 1535200.58 F085 593427.62 1535239.99 F086 593412.11 1535255.50 F087 593372.70 1535255.50 F088 593372.70 1535262.83 F089 593346.70 1535262.83 F090 593346.70 1535253.50 F091 593322.96 1535603.50 F092 593322.96 1535783.50 F093 592726.05 1535484.23 F094 592726.05 1535493.73 F095 592700.05 1535493.73 F096 592700.05 1535486.40 F097 592645.49 1535486.40 F098 592616.62 1535457.53 F099 592616.62 1535402.97 F100 592534.46 1535376.97 F101 592543.96 1535376.97 F102 592543.96 1535402.97 F103 592536.62 1535402.97 F104 592536.62 1535457.53 F105 592507.75 1535486.40 F106 592453.20 1535486.40 F107 592453.20 1535493.73 F108 592427.20 1535493.73 F109 592427.20 1535484.23 F110 592427.20 1535568.57 F111 592427.20 1535559.07 F112 592453.20 1535559.07 F113 592453.20 1535566.40 F114 592507.75 1535566.40 F115 592536.62 1535595.27 F116 592536.62 1535649.83 F117 592543.96 1535649.83 F118 592543.96 1535675.83 F119 592534.46 1535675.83 F120 592618.79 1535675.83 F121 592609.29 1535675.83 F122 592609.29 1535649.83 F123 592616.62 1535649.83 F124 592616.62 1535595.27 F125 592645.49 1535566.40 F126 592700.05 1535566.40 F127 592700.05 1535559.07 F128 592726.05 1535559.07 F129 592726.05 1535568.57 F130 592609.29 1535402.97 F131 592609.29 1535376.97 F132 592618.79 1535376.97 PATHWAY COORDINATE POINT DATA #NORTHING EASTING L196 593248.91 1535507.17 P001 593618.68 1533755.56 P002 593618.68 1533770.63 P003 593618.68 1533780.63 P004 593618.68 1533813.63 P005 593618.68 1533823.63 P006 593618.68 1533838.70 P007 593542.34 1533770.63 P008 593518.93 1533747.21 P009 593513.93 1533670.87 P010 593518.93 1533670.87 P011 593534.00 1533670.87 P012 593537.77 1533640.88 P013 593539.78 1533624.91 P014 593523.93 1533640.88 P015 593513.93 1533650.88 P016 593470.93 1533670.80 P017 593465.93 1533670.80 P018 593470.93 1533650.88 P019 593460.93 1533640.88 P020 593445.15 1533624.91 P021 593447.16 1533640.88 P022 593450.92 1533670.80 P023 593465.93 1533747.21 P024 593442.51 1533770.63 P025 593366.17 1533755.55 P026 593366.17 1533770.63 P027 593366.10 1533780.63 P028 593366.10 1533813.63 P029 593366.17 1533818.63 P030 593366.17 1533823.63 P031 593366.17 1533838.70 P032 593442.51 1533823.63 P033 593465.93 1533847.04 P034 593518.93 1533847.04 P035 593542.34 1533823.63 P036 593534.00 1533923.38 P037 593537.77 1533953.38 P038 593539.78 1533969.32 P039 593518.93 1533923.38 P040 593513.93 1533923.38 P041 593513.93 1533943.38 P042 593523.93 1533953.38 P043 593521.20 1533969.32 P044 593483.91 1534355.97 P044 593487.20 1533969.32 P045 593445.10 1533969.32 P046 593447.08 1533953.38 P047 593460.93 1533953.38 P048 593470.93 1533943.38 P049 593470.93 1533923.31 P050 593465.93 1533923.31 P051 593450.87 1533923.31 P052 593504.20 1533969.01 P053 593511.20 1533980.55 P054 593479.49 1534099.57 P055 593457.94 1534200.75 P056 593464.88 1534206.88 P057 593464.78 1534215.88 P058 593449.55 1534335.04 P059 593445.54 1534335.00 P060 593445.03 1534376.23 P061 593449.03 1534376.27 P062 593463.03 1534376.42 P063 593465.29 1534374.20 P064 593478.17 1534361.63 P065 593463.54 1534335.18 P066 593463.68 1534322.46 P067 593467.86 1534326.72 P068 593488.85 1534348.16 P069 593493.17 1534352.57 P070 593803.98 1534359.29 P071 593454.12 1534557.29 P072 593437.05 1534551.11 P073 593428.05 1534551.02 P074 593446.49 1534622.40 P075 593446.42 1534629.38 P076 593421.74 1534625.90 P077 593445.20 1534754.45 P078 593444.70 1534802.80 P079 593431.13 1534892.13 P080 593430.79 1534924.87 P081 593443.40 1534925.00 P082 593451.12 1534979.40 P083 593456.74 1534985.12 P084 593470.81 1534999.45 P085 593503.21 1535009.70 P086 593797.16 1535016.25 P087 593496.14 1535016.63 P088 593484.61 1535027.93 P089 593489.51 1535032.93 P090 593465.22 1535056.72 P091 593460.32 1535051.72 P092 593457.68 1535054.30 P093 593443.73 1535049.14 P094 593443.10 1535113.40 P095 593450.08 1535115.82 P096 593457.11 1535113.20 P097 593467.11 1535123.30 P098 593482.12 1535149.26 P099 593492.12 1535139.26 P100 593507.95 1535123.30 P101 593505.97 1535139.26 P102 593502.19 1535169.24 P103 593488.12 1535169.24 P104 593482.12 1535169.24 P105 593487.12 1535245.58 P106 593510.54 1535269.00 P107 593586.88 1535253.93 P108 593586.88 1535269.00 P109 593586.88 1535275.50 P110 593586.87 1535308.50 P111 593586.88 1535315.00 P112 593586.88 1535330.07 P113 593510.54 1535315.00 P114 593487.12 1535338.42 P115 593502.19 1535414.76 P116 593487.12 1535414.76 P117 593482.12 1535414.76 P118 593505.95 1535444.74 P119 593507.94 1535460.68 P120 593475.12 1535460.70 P121 593475.12 1535482.23 P122 593420.25 1535460.68 P123 593422.26 1535444.74 P124 593426.05 1535414.76 P125 593441.12 1535414.76 P126 593446.12 1535414.76 P128 593441.10 1535338.40 P129 593417.70 1535315.00 P130 593341.36 1535330.07 P131 593341.36 1535314.50 P132 593341.36 1535308.50 P133 593275.86 1535311.50 P134 593341.36 1535275.74 P135 593341.36 1535269.00 P136 593341.36 1535253.93 P137 593417.70 1535269.00 P138 593441.12 1535245.58 P139 593446.12 1535169.24 P140 593441.12 1535169.24 P141 593426.05 1535169.24 P142 593446.12 1535149.26 P143 593436.12 1535139.26 P144 593422.28 1535139.26 P145 593420.27 1535123.30 P146 593433.10 1535123.30 P147 593477.85 1535522.58 P148 593480.57 1535562.93 P149 593480.57 1535773.39 P150 593594.14 1535774.31 P151 593440.41 1535807.70 P152 593489.24 1535825.92 P153 593282.92 1533473.00 P154 593282.26 1533522.46 P155 593264.43 1533562.28 P156 593202.11 1533713.78 P157 593199.72 1533767.49 P158 593244.96 1533818.64 P159 593167.82 1533860.16 P160 593156.88 1533874.40 P161 593028.62 1533949.88 P162 593024.04 1533950.96 P163 593158.11 1533976.79 P164 593194.95 1533997.65 P165 593200.60 1534001.79 P166 593206.57 1534012.32 P167 593265.77 1534173.00 P168 593246.29 1534255.38 P169 593270.62 1534488.37 P170 593289.77 1534517.30 P171 593293.61 1534525.44 P172 593302.35 1534555.72 P173 593255.89 1534555.21 P174 593377.56 1534556.50 P175 593385.55 1534576.13 P176 593329.30 1534622.97 P177 593387.04 1534743.15 P178 593392.97 1534753.91 P179 593335.57 1534751.28 P180 593333.85 1534758.06 P181 593392.93 1534802.81 P182 593386.99 1534809.35 P183 593289.53 1534840.58 P184 593318.97 1534978.86 P185 593410.93 1535015.75 P186 593318.83 1535011.79 P187 593263.95 1535011.22 P188 593200.32 1534994.37 P189 593164.72 1535095.35 P190 593162.98 1535104.18 P191 593166.33 1535147.28 P192 593165.55 1535154.23 P193 593169.08 1535333.40 P194 593177.76 1535370.42 P195 593196.57 1535440.09 P197 593117.76 1535534.05 P198 593183.97 1535599.15 P199 593177.26 1535681.93 P200 593178.46 1535736.96 P201 593271.95 1535851.94 P202 593324.46 1535873.32 P203 593333.06 1535865.03 P204 593344.63 1535881.56 P205 593385.48 1535840.76 P206 592924.20 1533974.67 P207 592889.44 1533978.76 P208 592804.28 1533978.76 P209 592796.48 1535024.16 P210 592884.47 1535196.04 P211 592961.38 1535369.26 P212 592962.88 1535407.28 P213 592957.88 1535406.44 P214 592960.76 1535480.49 P215 592969.61 1535492.67 P216 592966.62 1535533.97 P217 592975.58 1535533.97 P218 592971.46 1535560.29 P219 592960.03 1535588.03 P220 592961.96 1535666.75 P221 592957.70 1535674.65 P222 592959.21 1535695.05 P223 592924.60 1535832.57 P224 592902.61 1535892.63 P225 592912.85 1535961.28 P226 592872.65 1535944.59 P227 592891.15 1535524.32 P227 592813.45 1535508.67 P228 592813.45 1535520.67 P228 592815.67 1535514.67 P229 592803.45 1535514.67 P230 592803.45 1535498.67 P231 592803.45 1535480.65 P232 592788.07 1535484.53 P233 592788.07 1535494.90 P234 592778.07 1535504.90 P235 592731.07 1535504.90 P236 592731.07 1535499.90 P237 592731.07 1535484.53 P238 592639.90 1535499.90 P239 592603.12 1535463.13 P240 592618.50 1535371.95 P241 592603.13 1535371.95 P242 592594.13 1535371.95 P243 592559.12 1535371.96 P244 592550.12 1535371.96 P245 592534.75 1535371.96 P246 592550.12 1535463.12 P247 592513.35 1535499.90 P248 592422.12 1535504.90 P249 592422.13 1535499.90 P250 592422.13 1535484.53 P251 592365.18 1535484.53 P252 592349.80 1535480.66 P253 592349.80 1535522.15 P254 592339.80 1535532.15 P255 592339.80 1535546.15 P256 592349.80 1535556.15 P257 592349.80 1535572.14 P258 592365.18 1535568.27 P259 592422.13 1535568.27 P260 592422.12 1535552.90 P261 592422.13 1535547.90 P262 592513.35 1535552.90 P263 592550.12 1535589.68 P264 592534.76 1535680.84 P265 592550.13 1535680.84 P266 592559.12 1535680.84 P267 592594.12 1535680.84 P268 592603.12 1535680.85 P269 592618.50 1535680.84 P270 592603.12 1535589.68 P271 592639.91 1535552.90 P272 592731.07 1535547.90 P273 592731.07 1535552.90 P274 592731.07 1535568.27 P275 592778.07 1535547.90 P276 592788.07 1535557.90 P277 592788.07 1535568.27 P278 592803.45 1535572.15 P279 592317.31 1535539.15 P280 592271.16 1535536.48 P281 592226.78 1535526.81 P282 592222.40 1535533.81 P283 592215.40 1535540.81 P284 592201.52 1535554.69 P285 592188.52 1535554.69 P286 592188.52 1535512.93 P287 592196.52 1535495.92 P288 592201.52 1535512.93 P289 592215.46 1535526.81 SIGNAGE COORDINATE POINT DATA #NORTHING EASTING DESCRIPTION S001 593644.61 1533535.43 SCOREBOARD S002 593631.28 1533531.15 SCOREBOARD S003 593648.40 1534057.29 SCOREBOARD S004 593635.17 1534061.87 SCOREBOARD S005 593349.67 1534061.87 SCOREBOARD S006 593336.44 1534057.29 SCOREBOARD S007 593340.32 1533535.34 SCOREBOARD S008 593353.65 1533531.06 SCOREBOARD S009 593271.57 1534892.29 SCOREBOARD S010 593266.02 1534905.14 SCOREBOARD S011 593722.32 1535143.40 SCOREBOARD S012 593726.61 1535156.77 SCOREBOARD S013 593616.60 1535548.74 SCOREBOARD S014 593603.37 1535553.32 SCOREBOARD S015 593207.60 1535444.86 SCOREBOARD S016 593202.99 1535431.64 SCOREBOARD S017 593201.64 1535156.73 SCOREBOARD S018 593205.90 1535143.41 SCOREBOARD S019 592775.90 1535161.15 SCOREBOARD S020 592789.09 1535165.82 SCOREBOARD S021 592789.09 1535886.98 SCOREBOARD S022 592775.90 1535891.65 SCOREBOARD S023 592216.05 1535738.87 SCOREBOARD S024 592211.37 1535725.67 SCOREBOARD S025 592211.37 1535327.13 SCOREBOARD S026 592216.05 1535313.93 SCOREBOARD S027 593201.49 1533805.17 DIRECTIONAL S028 593085.85 1533937.50 DIRECTIONAL S029 593212.50 1534991.01 DIRECTIONAL S030 593176.97 1535321.60 DIRECTIONAL S031 593184.29 1535556.52 DIRECTIONAL S032 592985.54 1535523.98 DIRECTIONAL S033 593444.70 1534353.48 KIOSK S034 593444.62 1534357.74 KIOSK S035 593444.00 1534811.31 KIOSK S036 593443.93 1534815.56 KIOSK S037 593462.72 1534990.34 KIOSK S038 593465.70 1534993.38 KIOSK S039 592210.40 1535546.67 KIOSK S040 592207.39 1535549.68 KIOSK S041 593475.19 1534328.87 TEAM SIGN S042 593486.85 1534340.78 TEAM SIGN S043 593485.93 1535041.66 TEAM SIGN S044 593474.02 1535053.32 TEAM SIGN S045 592208.80 1535503.12 TEAM SIGN S046 592220.46 1535515.02 TEAM SIGN S047 593786.02 1533492.10 SINGLE-SIDED MONUMENT S048 593796.86 1533502.94 SINGLE-SIDED MONUMENT S049 593794.04 1533505.76 SINGLE-SIDED MONUMENT S050 593783.20 1533494.92 SINGLE-SIDED MONUMENT S051 593358.20 1536189.17 SINGLE-SIDED MONUMENT S052 593356.75 1536185.46 SINGLE-SIDED MONUMENT S053 593343.92 1536194.75 SINGLE-SIDED MONUMENT S054 593342.47 1536191.03 SINGLE-SIDED MONUMENT S055 593784.52 1534690.18 DOUBLE-SIDED MONUMENT S056 593784.48 1534694.17 DOUBLE-SIDED MONUMENT S057 593769.15 1534694.01 DOUBLE-SIDED MONUMENT S058 593769.19 1534690.02 DOUBLE-SIDED MONUMENT 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 COORDINATE POINT SCHEDULES L316 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 MIRACLE FIELD LIGHTING ADJUSTMENT05-10-2021ASI 014 FUEL ENCLOSURE05-12-2021ASI 015 SIGNAGE COORDINATES10-08-2021ASI 026 ASI 26 S S ST TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E U/E U/ E U/ E D 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"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" SAN SA N SA N SAN SAN SA N SA N SAN SAN SA N SA N SAN SAN SA N SA N SAN SAN SA N SA N SAN SAN SA N SA N S S SA N 24" SA N 24 " SAN 24" SAN 24" SA N 24" SA N 24 " SAN 24" SAN 24" SA N 24" SA N 24 " SAN 24" SAN 24" SA N 24" SA N 24 " SAN 24" SAN 24" SA N 24" SA N 24 " SAN 24" SAN 24" SA N 24" SA N 24 " SAN 24" SAN 24" SA N 24" SA N 24 " SAN 24" SAN 24" SA N 24" SA N 24 " SAN 24" SAN 24" SA N 24" SA N 24 " SAN 24" SAN 24" SA N 24" SA N 24 " SAN 24" SAN 24" SA N 24" SA N 24 " SAN 24" SAN 24" SA N 24" SA N 24 " SAN 24" SAN 24" SA N 24" SA N 24 " SAN 24" SAN 24" SA N 24" SA N 24 " SAN 24" SAN 24" SA N 24" SA N 24 " SAN 24" SAN 24" SA N 24" SA N 24 " SAN 24" SAN 24" SA N 24" SA N 24 " SAN 24" SAN 24" SA N 24" SA N 24 " SAN 24" SAN 24" SA N 24" SA N 24 " SAN 24" SAN 24" SA N 24" SA N 24 " SAN 24" SAN 24" SA N 24" SA N 24 " SAN 24" 01 L410 NW DOUGLAS PKWY NW 1 0 T H S T . 1 PS 3 AC 2 PS 1 QB 1 CO 1 GB 1 CO 1 CO 1 GB 1 LT 1 LT 1 QM 1 QB 1 QM 1 GB 1 AL 1 AL 1 MS 1 MS 1 PP 2 PG 1 PG 1 PG 1 PP 1 PP 3 PP 3 PP 3 PJM 3 JC 3 VD 3 JC 3 PJM 1 AR 1 CO 1 CO 1 CO 1 GD 1 GD 1 GD 1 LT 1 LT 1 LT 1 NS 1 NS 1 NS 1 QB 1 QB 1 QB 1 QM 1 QM 1 QM 1 QM 2 AL 1 AL 1 AL 1 AL 1 AL 3 AL 1 AL 3 AL 1 AL 1 AL 2 AL 3 CC 1 CC 1 CC 1 CC 1 CC 1 CC 1 CC 2 CC 1 SR1 SR 1 SR 1 SR 2 SR 1 SR 1 SR 1 SR 2 MS 1 MS 1 MS 1 MS 1 MS 1 MS 2 MS 1 MS 2 MS 1 MS 1 MS 1 MS 2 MS 1 AC 2 AC 1 AC 1 AC 2 AC 4 AC 1 AC 1 AC1 PG 3 PG2 PG 2 PG 1 PG 1 PG 1 PG 2 PG 2 PG 1 PG 1 PG 2 PG 2 PP 3 PP 2 PP 2 PP 2 PP 1 PP 1 PP 1 PP 1 PP 2 PP 2 PP 2 PP 1 PP 2 PP 2 PP 02 L413 1 SR 1 AC 1 AR 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 4 0 0 S i t e P l a n t i n g P l a n / D r a w n b y : X X / C h e c k e d b y : X X PLANTING PLAN L401 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 SCALE: 30'60'15'7.5'0' 1"=30'01 PLANTING PLAN MA T C H L I N E 0 1 / L4 0 2 MATCHLINE 01/L404 L401 PLANT SCHEDULE KEY QTY.BOTANICAL NAME COMMON NAME SIZE ROOT SPACING & REMARKS OVERSTORY TREES AR 0 Acer rubrum 'Franksred' RED SUNSET RED MAPLE RED SUNSET 2.5" CAL B&B AS SHOWN ON PLAN CO 3 Celtis occidentalis HACKBERRY 2.5" CAL B&B AS SHOWN ON PLAN GD 0 Gymnocladus dioica KENTUCKY COFFEETREE 2.5" CAL B&B AS SHOWN ON PLAN GB 3 Ginkgo biloba GINKGO 2.5" CAL B&B AS SHOWN ON PLAN LT 2 Liriodendron tulipifera TULIPTREE 2.5" CAL B&B AS SHOWN ON PLAN NS 0 Nyssa sylvatica TUPELO 2.5" CAL B&B AS SHOWN ON PLAN PL 0 Platanus x acerifolia LONDON PLANETREE 2.5" CAL B&B AS SHOWN ON PLAN QB 2 Quercus bicolor SWAMP WHITE OAK 2.5" CAL B&B AS SHOWN ON PLAN QM 2 Quercus muehlenbergii CHINKAPIN OAK 2.5" CAL B&B AS SHOWN ON PLAN SA 0 Salix alba 'Tristis'WHITE WEEPING WILLOW 2.5" CAL B&B AS SHOWN ON PLAN TA 0 Tilia americana 'Redmond'REDMOND AMERICAN LINDEN 2.5" CAL B&B AS SHOWN ON PLAN UNDERSTORY TREES AL 2 Amelanchier lamarckii JUNEBERRY 6' HT B&B AS SHOWN ON PLAN BN 0 Betula nigra 'Little King' FOX VALLEY RIVER BIRCH 6' HT B&B AS SHOWN ON PLAN CC 0 Cercis canadensis EASTERN REDBUD 6' HT B&B AS SHOWN ON PLAN MS 2 Malus 'Spring Snow'SPRING SNOW FRUITLESS CRABAPPLE 6' HT B&B AS SHOWN ON PLAN SR 0 Syringa reticulata 'Ivory Silk'JAPANESE TREE LILAC 6' HT B&B AS SHOWN ON PLAN EVERGREEN TREES AC 3 Abies concolor CONCOLOR FIR 6' HT B&B AS SHOWN ON PLAN PA 0 Picea abies NORWAY SPRUCE 6' HT B&B AS SHOWN ON PLAN PG 4 Picea glauca 'densata'BLACK HILLS WHITE SPRUCE 6' HT B&B AS SHOWN ON PLAN PP 8 Picea pungens COLORADO BLUE SPRUCE 6' HT B&B AS SHOWN ON PLAN PS 3 Pinus strobus 'Fastigiata'WHITE PINE 6' HT B&B AS SHOWN ON PLAN DECIDUOUS SHRUBS AM 0 Aronia melanocarpa BLACK CHOKEBERRY #5 CONT AS SHOWN ON PLAN FG 0 Fothergilla gardenii DWARF FOTHERGILLA #5 CONT AS SHOWN ON PLAN HV 0 Hamamelis vernalis OZARK WITCH HAZEL #5 CONT AS SHOWN ON PLAN SV 0 Syringa virginiana COMMON LILAC #5 CONT AS SHOWN ON PLAN VD 3 Viburnum dentatum ARROWWOOD VIBURNUM #5 CONT AS SHOWN ON PLAN EVERGREEN SHRUBS JC 6 Juniperus chinensis 'Fairview'CHINESE JUNIPER #5 CONT AS SHOWN ON PLAN PJM 6 Rhododendron PJM PJM RHODODENDRON #5 CONT AS SHOWN ON PLAN TC 0 Taxus cuspidata 'Capitata'JAPANESE YEW #5 CONT AS SHOWN ON PLAN L401 BUFFER TREE SCHEDULE KEY QTY.BOTANICAL NAME COMMON NAME SIZE ROOT SPACING & REMARKS BUFFER OVERSTORY TREES AR 3 Acer rubrum 'Franksred' RED SUNSET RED MAPLE RED SUNSET 2.5" CAL B&B AS SHOWN ON PLAN CO 3 Celtis occidentalis HACKBERRY 2.5" CAL B&B AS SHOWN ON PLAN GD 3 Gymnocladus dioica KENTUCKY COFFEETREE 2.5" CAL B&B AS SHOWN ON PLAN LT 3 Liriodendron tulipifera TULIPTREE 2.5" CAL B&B AS SHOWN ON PLAN NS 3 Nyssa sylvatica TUPELO 2.5" CAL B&B AS SHOWN ON PLAN QB 3 Quercus bicolor SWAMP WHITE OAK 2.5" CAL B&B AS SHOWN ON PLAN QM 4 Quercus muehlenbergii CHINKAPIN OAK 2.5" CAL B&B AS SHOWN ON PLAN TA 0 Tilia americana 'Redmond'REDMOND AMERICAN LINDEN 2.5" CAL B&B AS SHOWN ON PLAN BUFFER UNDERSTORY TREES AL 18 Amelanchier lamarckii JUNEBERRY 6' HT B&B AS SHOWN ON PLAN CC 11 Cercis canadensis EASTERN REDBUD 6' HT B&B AS SHOWN ON PLAN MS 17 Malus 'Spring Snow'SPRING SNOW FRUITLESS CRABAPPLE 6' HT B&B AS SHOWN ON PLAN SR 9 Syringa reticulata 'Ivory Silk'JAPANESE TREE LILAC 6' HT B&B AS SHOWN ON PLAN BUFFER EVERGREEN TREES AC 14 Abies concolor CONCOLOR FIR 6' HT B&B AS SHOWN ON PLAN PG 20 Picea glauca 'densata'BLACK HILLS WHITE SPRUCE 6' HT B&B AS SHOWN ON PLAN PP 25 Picea pungens COLORADO BLUE SPRUCE 6' HT B&B AS SHOWN ON PLAN PLANTING NOTES: 1.SEED ALL AREAS WITHIN CONTRACT LIMITS, NOT COVERED BY PAVING, BUILDINGS, OR PLANTING BEDS, UNLESS OTHERWISE NOTED. 2.PLANT QUANTITIES ARE FOR INFORMATION ONLY; DRAWING SHALL PREVAIL IF CONFLICT OCCURS. 3.NOTIFY LANDSCAPE ARCHITECT AFTER STAKING IS COMPLETED AND BEFORE PLANT PITS ARE EXCAVATED. 4.CONTRACTOR SHALL PLACE SHREDDED BARK MULCH AROUND ALL TREES, AND RIVER-ROCK MULCH IN ALL PLANTING BEDS TO A DEPTH OF 3 INCHES. 5.KIND, SIZE AND QUALITY OF PLANT MATERIAL SHALL CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK, ANSI 260-1992, OR MOST RECENT EDITION. 6.THE CONTRACTOR SHALL REPORT SUBSURFACE SOIL OR DRAINAGE PROBLEMS TO THE LANDSCAPE ARCHITECT. 7.THE CONTRACTOR SHALL SHOW PROOF OF PROCUREMENT, SOURCES, QUANTITIES AND VARIETIES FOR ALL SHRUBS, PERENNIALS, ORNAMENTAL GRASSES, AND ANNUALS WITHIN 21 DAYS FOLLOWING THE AWARD OF CONTRACT. TIMELY PROCUREMENT OF ALL PLANT MATERIAL IS ESSENTIAL TO THE SUCCESSFUL COMPLETION AND INITIAL ACCEPTANCE OF THE PROJECT. 8.SUBSTITUTIONS SHALL ONLY BE ALLOWED WHEN THE CONTRACTOR HAS EXHAUSTED ALL SOURCES FOR THE SPECIFIED MATERIAL, AND HAS PROVEN THAT THE SPECIFIED MATERIAL IS NOT AVAILABLE. THE CONTRACTOR MUST PROVIDE NAME AND VARIETY OF SUBSTITUTION TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO TAGGING OR PLANTING. SUBSTITUTIONS SHALL BE NEAREST EQUIVALENT SIZE OF VARIETY OF PLANT HAVING SAME ESSENTIAL CHARACTERISTICS. ANY SUBSTITUTIONS MUST BE APPROVED BY THE PARKS AND RECREATION DIRECTOR. 9.ALL PLANT MATERIAL SHALL BE NURSERY GROWN, SOUND, HEALTHY, VIGOROUS AND FREE FROM INSECTS, DISEASE AND INJURIES, WITH HABIT OF GROWTH THAT IS NORMAL FOR THE SPECIES. SIZES SHALL BE EQUAL TO OR EXCEEDING SIZES INDICATED ON THE PLANT LIST. THE CONTRACTOR SHALL SUPPLY PLANTS IN QUANTITY AS SHOWN ON THE DRAWINGS. 10.STAKE OR PLACE ALL PLANTS IN FIELD AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE LANDSCAPE ARCHITECT FOR APPROVAL BY THE OWNER PRIOR TO PLANTING. 11.COORDINATE LOCATION OF PLANTINGS WITHIN THE BUFFER WITH FUTURE UTILITY PLANS TO AVOID CONFLICT. TRANSFORMER RELOCATION1-14-2021ASI 008 ASI 10 1-22-2021ASI 010 TRANSFORMER RELOCATION - ADJUSTMENT SIGNAGE COORDINATES10-08-2021ASI 026 ASI 26ASI 26 ASI 26 ASI 26 ASI 26 ASI 26 ST S SAN8" SAN8" SAN8" SAN8" SAN8" 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" 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" SAN 8"SAN8"SAN8" S 01 L413 01 L411 NW DOUGLAS PKWY 2 AC 1 TA 1 TA 1 TA 1 TA 1 TA 1 AR 1 AR 1 AR 1 AR 1 AR 1 GD 1 GD 1 LT 1 NS 1 QB 1 GB1 NS 1 GB 1 CC1 CC 1 CC 1 CC 1 CC 1 SR 1 MS 3 PJM 2 PP 1 QM 1 QM 1 MS 1 BN 2 PG 2 PG 3 VD 3 HV 2 TA 1 TA 1 TA 1 TA 1 TA 1 TA1 TA 1 TA1 TA1 TA1 TA 1 AR 1 AR 1 AR1 AR1 AR1 AR1 AR1 AR1 AR 1 AR 1 AR 2 AL 1 CC 1 CC 1 SR1 SR1 SR1 SR1 SR1 SR1 SR1 SR1 SR1 SR1 SR1 SR1 SR1 SR1 SR 1 SR 1 SR 1 CC1 SR 1 SR 1 MS 2 AC 2 AC 1 AC 2 AC 4 PG 1 PP 1 PP 1 QM 1 QM 1 RA 8 RA 6 RA 3 RA 7 RA 5 RA 3 RA 7 RA3 RA 5 RA 3 GG 4 HA 3 GG 10 PV 3 GG 4 HA 3GG 3 AT 4 HR 3 AT 10 SS 3 AT 4 HR 3 AT 3 AT 4 HR 3 AT 10 SS 3 AT 4 HR 3 AT 3 AT 4 HR 3 AT 10 SS 3 AT 4 HR 3 AT 8 HP 6 GG 11 HP 19 MS 14 GG 8 HP 8 HP 6 GG 8 HP 19 MS 9 GG 8 HP 3 GG 4 HA 3 GG 10 SN 3 GG 4 HA 3GG 32 MS 6 EC 4 EC 6 EC 10 EC 6 SA 6 SA 2 SA 5 SA 3 HP 3 HP 6 HP 6 HP 6 HP 6 HP 4 EC 2 SA 5 SA 3 HP 3 HP 16 EC 13 SN 10 HP16 EC 13 SN 10 HP 5 EC 6 SN 5 EC 5 EC 6 SN 5 EC 3 GG 4 HA 3 GG 10 PV 3 GG 4 HA 3GG 3 GG 4 HA 3 GG 10 PV 3 GG 4 HA 3GG 3 AT 4 HR 3 AT 10 SS 3 AT 4 HR 3 AT 3 AT 4 HR 3 AT 10 SS 3 AT 4 HR 3 AT 3 AT 4 HR 3 AT 10 SS 3 AT 4 HR 3 AT 3 AT 4 HR 3 AT 10 SS 3 AT 4 HR 3 AT 3 AT 4 HR 3 AT 10 SS 3 AT 4 HR 3 AT 3 GG 4 HA 3 GG 10 SN 3 GG 4 HA 3GG 3 GG 4 HA 3GG 10 PV 3 GG 4 HA 3GG 3 GG 4 HA 3GG 10 PV 3 GG 4 HA 3GG 3 GG 4 HA 3GG 10 PV 3 GG 4 HA 3GG 3 AT 4 HR 3 AT 10 SS 3 AT 4 HR 3 AT 3 AT 4 HR 3 AT 10 SS 3 AT 4 HR 3 AT 3 AT 4 HR 3 AT 10 SS 3 AT 4 HR 3 AT 6 HO 7 AT 3 HR 6 SA 8 HA 2 EC 9 HA 5 SA 6 EC 5 HO7 AT 4 HA 7 HR 4 SA 8 GG 5 HP 3 NR 5 HP 4 NR 8 GG 5 HR 12 HO 10 AT 7 HA 3 HO 3 GG 7 HP 9 NR 6 HA 6 HR 5 HO 8 EC 5 HR 6 SA 6 GG 10 HP 11 NR 3 AT 5 HA 3 SA 6 EC 3 HP 5 HA 6 NR 7 GG 3 HO 9 HR 3 NR 6 HP 6 AT 9 SA 6 HA 8 EC 5 HP 3 AT8 HO 5 HR 1 LT 1 SR 1 TA 1 TA 1 AR 1 AR 1 CC 1 CC 1 SR 1 MS 8 RA 6 RA 3 RA 7 RA 5 RA 3 RA 8 RA3 RA 5 RA 8 HP 6 GG 11 HP 19 MS 14 GG 8 HP 8 HP 6 GG 8 HP 19 MS 9 GG 8 HP 5 EC 6 SN 5 EC 6 HO 7 AT 3 HR 6 SA 8 HA 2 EC 9 HA 5 SA 6 EC 5 HO7 AT 4 HA 7 HR 4 SA 8 GG 5 HP 3 NR 5 HP 4 NR 8 GG 5 HR 12 HO 10 AT 7 HA 3 HO 3 GG 7 HP 9 NR 6 HA 6 HR 5 HO 8 EC 5 HR 6 SA 11 NR 3 AT 5 HA 3 SA 6 EC 3 HP 5 HA 6 NR 7 GG 3 HO 9 HR 3 NR 6 HP 6 AT 9 SA 6 HA 8 EC 5 HP 3 AT8 HO 5 HR 1 SR 5 EC 6 SN 5 EC 6 GG 10 HP 02 L413 4 HR4 HR 5 SS 4 HR4 HR 5 SS 5 SS 4 HR4 HR 24 RA 17 RA 16 RA 1 SR 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 4 0 0 S i t e P l a n t i n g P l a n / D r a w n b y : X X / C h e c k e d b y : X X PLANTING PLAN L402 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 SCALE: 30'60'15'7.5'0' 1"=30'01 PLANTING PLAN MA T C H L I N E 0 1 / L4 0 3 MATCHLINE 01/L405 MA T C H L I N E 0 1 / L4 0 1 L402 PLANT SCHEDULE KEY QTY.BOTANICAL NAME COMMON NAME SIZE ROOT SPACING & REMARKS OVERSTORY TREES AR 7 Acer rubrum 'Franksred' RED SUNSET RED MAPLE RED SUNSET 2.5" CAL B&B AS SHOWN ON PLAN CO 0 Celtis occidentalis HACKBERRY 2.5" CAL B&B AS SHOWN ON PLAN GD 2 Gymnocladus dioica KENTUCKY COFFEETREE 2.5" CAL B&B AS SHOWN ON PLAN GB 2 Ginkgo biloba GINKGO 2.5" CAL B&B AS SHOWN ON PLAN LT 2 Liriodendron tulipifera TULIPTREE 2.5" CAL B&B AS SHOWN ON PLAN NS 2 Nyssa sylvatica TUPELO 2.5" CAL B&B AS SHOWN ON PLAN PL 0 Platanus x acerifolia LONDON PLANETREE 2.5" CAL B&B AS SHOWN ON PLAN QB 1 Quercus bicolor SWAMP WHITE OAK 2.5" CAL B&B AS SHOWN ON PLAN QM 4 Quercus muehlenbergii CHINKAPIN OAK 2.5" CAL B&B AS SHOWN ON PLAN SA 0 Salix alba 'Tristis'WHITE WEEPING WILLOW 2.5" CAL B&B AS SHOWN ON PLAN TA 7 Tilia americana 'Redmond'REDMOND AMERICAN LINDEN 2.5" CAL B&B AS SHOWN ON PLAN UNDERSTORY TREES AL 0 Amelanchier lamarckii JUNEBERRY 6' HT B&B AS SHOWN ON PLAN BN 1 Betula nigra 'Little King' FOX VALLEY RIVER BIRCH 6' HT B&B AS SHOWN ON PLAN CC 7 Cercis canadensis EASTERN REDBUD 6' HT B&B AS SHOWN ON PLAN MS 3 Malus 'Spring Snow'SPRING SNOW FRUITLESS CRABAPPLE 6' HT B&B AS SHOWN ON PLAN SR 4 Syringa reticulata 'Ivory Silk'JAPANESE TREE LILAC 6' HT B&B AS SHOWN ON PLAN EVERGREEN TREES AC 2 Abies concolor CONCOLOR FIR 6' HT B&B AS SHOWN ON PLAN PA 0 Picea abies NORWAY SPRUCE 6' HT B&B AS SHOWN ON PLAN PG 4 Picea glauca 'densata'BLACK HILLS WHITE SPRUCE 6' HT B&B AS SHOWN ON PLAN PP 2 Picea pungens COLORADO BLUE SPRUCE 6' HT B&B AS SHOWN ON PLAN PS 0 Pinus strobus 'Fastigiata'WHITE PINE 6' HT B&B AS SHOWN ON PLAN DECIDUOUS SHRUBS AM 0 Aronia melanocarpa BLACK CHOKEBERRY #5 CONT AS SHOWN ON PLAN FG 0 Fothergilla gardenii DWARF FOTHERGILLA #5 CONT AS SHOWN ON PLAN HV 3 Hamamelis vernalis OZARK WITCH HAZEL #5 CONT AS SHOWN ON PLAN SV 0 Syringa virginiana COMMON LILAC #5 CONT AS SHOWN ON PLAN VD 3 Viburnum dentatum ARROWWOOD VIBURNUM #5 CONT AS SHOWN ON PLAN EVERGREEN SHRUBS JC 0 Juniperus chinensis 'Fairview'CHINESE JUNIPER #5 CONT AS SHOWN ON PLAN PJM 3 Rhododendron PJM PJM RHODODENDRON #5 CONT AS SHOWN ON PLAN TC 0 Taxus cuspidata 'Capitata'JAPANESE YEW #5 CONT AS SHOWN ON PLAN L402 BUFFER TREE SCHEDULE KEY QTY.BOTANICAL NAME COMMON NAME SIZE ROOT SPACING & REMARKS BUFFER OVERSTORY TREES AR 11 Acer rubrum 'Franksred' RED SUNSET RED MAPLE RED SUNSET 2.5" CAL B&B AS SHOWN ON PLAN CO 0 Celtis occidentalis HACKBERRY 2.5" CAL B&B AS SHOWN ON PLAN GD 0 Gymnocladus dioica KENTUCKY COFFEETREE 2.5" CAL B&B AS SHOWN ON PLAN LT 0 Liriodendron tulipifera TULIPTREE 2.5" CAL B&B AS SHOWN ON PLAN NS 0 Nyssa sylvatica TUPELO 2.5" CAL B&B AS SHOWN ON PLAN QB 0 Quercus bicolor SWAMP WHITE OAK 2.5" CAL B&B AS SHOWN ON PLAN QM 0 Quercus muehlenbergii CHINKAPIN OAK 2.5" CAL B&B AS SHOWN ON PLAN TA 12 Tilia americana 'Redmond'REDMOND AMERICAN LINDEN 2.5" CAL B&B AS SHOWN ON PLAN BUFFER UNDERSTORY TREES AL 2 Amelanchier lamarckii JUNEBERRY 6' HT B&B AS SHOWN ON PLAN CC 3 Cercis canadensis EASTERN REDBUD 6' HT B&B AS SHOWN ON PLAN MS 1 Malus 'Spring Snow'SPRING SNOW FRUITLESS CRABAPPLE 6' HT B&B AS SHOWN ON PLAN SR 20 Syringa reticulata 'Ivory Silk'JAPANESE TREE LILAC 6' HT B&B AS SHOWN ON PLAN BUFFER EVERGREEN TREES AC 7 Abies concolor CONCOLOR FIR 6' HT B&B AS SHOWN ON PLAN PG 4 Picea glauca 'densata'BLACK HILLS WHITE SPRUCE 6' HT B&B AS SHOWN ON PLAN PP 2 Picea pungens COLORADO BLUE SPRUCE 6' HT B&B AS SHOWN ON PLAN L402 PARKING ISLAND PLANTING SCHEDULE KEY QTY.BOTANICAL NAME COMMON NAME SIZE ROOT SPACING & REMARKS PERENNIALS AT 204 Asclepias tuberosa BUTTERFLYWEED #1 CONT 3'-0" O.C. EC 162 Echinacea 'Cheyenne Spirit'CONEFLOWER #1 CONT 3'-0" O.C. GG 224 Gaillardia x grandiflora BLANKETFLOWER #1 CONT 3'-0" O.C. HP 232 Hemerocallis 'Purple d'Oro'DAYLILY #1 CONT 3'-0" O.C. HR 192 Hemerocallis 'Red Hot Returns'DAYLILY #1 CONT 3'-0" O.C. HA 164 Hemerocallis 'Apricot Sparkles'DAYLILY #1 CONT 3'-0" O.C. HO 84 Heuchera 'Obsidian'OBSIDIAN CORAL BELLS #1 CONT 3'-0" O.C. NR 72 Nepeta racemosa 'Walker's Low'CATMINT #1 CONT 3'-0" O.C. SA 92 Salvia x sylvestris 'Mainacht' MAY NIGHT MAY NIGHT SALVIA #1 CONT 3'-0" O.C. GRASSES PV 60 Panicum virgatum 'Heavy Metal'SWITCHGRASS #1 CONT 3'-0" O.C. SS 125 Schizachyrium scoparium LITTLE BLUESTEM #1 CONT 3'-0" O.C. SN 70 Sorghastrum nutans 'Bluebird'INDIAN GRASS #1 CONT 3'-0" O.C. MS 70 Miscanthus sinensis 'Little Zebra'JAPANESE SILVER GRASS #1 CONT 3'-0" O.C. SHRUBS RA 153 Rhus aromatica 'Gro-Low'FRAGRANT SUMAC #5 CONT AS SHOWN ON PLAN PLANTING NOTES: 1.SEED ALL AREAS WITHIN CONTRACT LIMITS, NOT COVERED BY PAVING, BUILDINGS, OR PLANTING BEDS, UNLESS OTHERWISE NOTED. 2.PLANT QUANTITIES ARE FOR INFORMATION ONLY; DRAWING SHALL PREVAIL IF CONFLICT OCCURS. 3.NOTIFY LANDSCAPE ARCHITECT AFTER STAKING IS COMPLETED AND BEFORE PLANT PITS ARE EXCAVATED. 4.CONTRACTOR SHALL PLACE SHREDDED BARK MULCH AROUND ALL TREES, AND RIVER-ROCK MULCH IN ALL PLANTING BEDS TO A DEPTH OF 3 INCHES. 5.KIND, SIZE AND QUALITY OF PLANT MATERIAL SHALL CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK, ANSI 260-1992, OR MOST RECENT EDITION. 6.THE CONTRACTOR SHALL REPORT SUBSURFACE SOIL OR DRAINAGE PROBLEMS TO THE LANDSCAPE ARCHITECT. 7.THE CONTRACTOR SHALL SHOW PROOF OF PROCUREMENT, SOURCES, QUANTITIES AND VARIETIES FOR ALL SHRUBS, PERENNIALS, ORNAMENTAL GRASSES, AND ANNUALS WITHIN 21 DAYS FOLLOWING THE AWARD OF CONTRACT. TIMELY PROCUREMENT OF ALL PLANT MATERIAL IS ESSENTIAL TO THE SUCCESSFUL COMPLETION AND INITIAL ACCEPTANCE OF THE PROJECT. 8.SUBSTITUTIONS SHALL ONLY BE ALLOWED WHEN THE CONTRACTOR HAS EXHAUSTED ALL SOURCES FOR THE SPECIFIED MATERIAL, AND HAS PROVEN THAT THE SPECIFIED MATERIAL IS NOT AVAILABLE. THE CONTRACTOR MUST PROVIDE NAME AND VARIETY OF SUBSTITUTION TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO TAGGING OR PLANTING. SUBSTITUTIONS SHALL BE NEAREST EQUIVALENT SIZE OF VARIETY OF PLANT HAVING SAME ESSENTIAL CHARACTERISTICS. ANY SUBSTITUTIONS MUST BE APPROVED BY THE PARKS AND RECREATION DIRECTOR. 9.ALL PLANT MATERIAL SHALL BE NURSERY GROWN, SOUND, HEALTHY, VIGOROUS AND FREE FROM INSECTS, DISEASE AND INJURIES, WITH HABIT OF GROWTH THAT IS NORMAL FOR THE SPECIES. SIZES SHALL BE EQUAL TO OR EXCEEDING SIZES INDICATED ON THE PLANT LIST. THE CONTRACTOR SHALL SUPPLY PLANTS IN QUANTITY AS SHOWN ON THE DRAWINGS. 10.STAKE OR PLACE ALL PLANTS IN FIELD AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE LANDSCAPE ARCHITECT FOR APPROVAL BY THE OWNER PRIOR TO PLANTING. 11.COORDINATE LOCATION OF PLANTINGS WITHIN THE BUFFER WITH FUTURE UTILITY PLANS TO AVOID CONFLICT. RETAINING WALL EXTENSION05-27-2021ASI 016 ASI 26 ASI 26 ASI 26 SIGNAGE COORDINATES10-08-2021ASI 026 S S SS D D D SAN8" SAN 8" SAN8" SAN 8" SAN8" SAN 8" SAN 8" SAN8" SAN 8" SAN8" SAN 8" SAN8" SAN 8" SAN8" SAN8" SAN8" SAN8" SAN 8" SAN8" SAN 8" SAN8" SAN 8" SAN8" SAN 8" SAN8" SAN8" SAN8" SAN8" SAN 8" SAN8"SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SA N 8" SAN 8" SAN 8" SAN 8" SA N 8" SA N 8" SA N 8" SAN 8" SAN 8" SAN 8" SA N 8" SA N 8" SA N 8" SAN 8" SAN 8" SAN 8" SAN 8" SA N 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SA N 8" SAN 8" SAN 8" SAN 8" SA N 8" SA N 8" SA N 8" SAN 8" SAN 8" SAN 8" SAN 8" SA N 8" SA N 8" SAN 8" SAN 8" SAN 8" SAN 8" SA N 8" SA N 8" SAN 8" SAN 8" SA N 8" SA N 8" SA N 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SA N 8" SAN 8" SAN 8" SAN 8" SAN 8" SA N 8" SA N 8" SAN 8" SAN 8" SAN 8" SA N 8" SA N 8" SA N 8" SAN 8" SAN 8" SAN 8" SA N 8" SA N 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SA N 8" SAN 8" SAN 8" SAN 8" SAN 8" SA N 8" SA N 8" SAN 8" SAN 8" S S 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"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"SS SAN8" SAN8" SAN 8"SAN8"SAN8"SAN8" SAN8" SAN8" SAN8" SAN8" SAN 8" SAN 8" SAN8" SAN8" SAN8" SAN8" SAN8" SAN8"SAN8"SAN8" SAN8" SAN8"SAN8"SAN8"SAN 8" SAN 8" SAN8" SAN8" SAN8" SAN8" SAN8" 01 L411 N W D O U G L A S P K W Y 3 PG 2 QM 1 NS 1 LT 1 NS 1 GD 1 AL1 AL 1 SA 1 AR 1 TA 1 GB 1 TA 1 QB 1 QB 1 MS 1 AL 2 SR 1 AC 1 AC 1 PS 3 VD 1 CO 1 CO 1 CO 1 GD 1 GD 1 GD 1 LT 1 LT 1 LT 1 NS 1 NS 1 NS 1 QB 1 QB 1 QM 1 QM 1 AL 1 AL 1 AL 2 AL 1 AL 2 AL 2 AL 1 CC 1 CC 1 CC 1 CC 2 CC 4 CC 2 SR 1 SR 2 SR 1 SR 1 SR 1 MS 2 MS 1 MS 1 MS 1 MS 1 MS 1 MS 1 MS 1 MS 1 PP 1 AC 1 AL 1 AL 1 AC 2 AC 3 AC 1 AC 2 AC 1 PG 1 PG 1 PG 1 PG 1 PG 2 PG 1 PG 2 PG 1 PG 1 PG 1 PG 2 PG 1 PP 1 PP 1 PP 2 PP 1 PP 2 PP 2 PP 2 PP 2 PP 1 PP 1 PP S D D 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN24" SAN 24" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" SAN 24" S N W D O U G L A S P K W Y NW 4 T H S T 1 TA 1 NS 1 GD 2 SR 1 PS 3 JC 1 CO 1 CO 1 GD 1 LT 1 NS 1 QB 1 QM 1 QM 1 AL 1 AL 4 CC 2 CC 1 CC 2 CC 1 CC 2 SR 1 SR 2 SR 2 MS 1 MS 1 MS 2 MS 1 MS 2 AC 3 AC 2 AC 2 AC 3 AC 1 PG 3 PG 1 PG 1 PP 1 PP 1 PP 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 4 0 0 S i t e P l a n t i n g P l a n / D r a w n b y : X X / C h e c k e d b y : X X PLANTING PLAN L403 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 SCALE: 30'60'15'7.5'0' 1"=30'02 PLANTING PLAN MATCHLINE 01/L406 MA T C H L I N E 0 1 / L4 0 2 MA T C H L I N E 0 2 / L4 0 3 MA T C H L I N E 0 1 / L4 0 3 MA T C H L I N E 0 1 / L4 0 6 SCALE: 30'60'15'7.5'0' 1"=30'01 PLANTING PLAN L403 PLANT SCHEDULE KEY QTY.BOTANICAL NAME COMMON NAME SIZE ROOT SPACING & REMARKS OVERSTORY TREES AR 3 Acer rubrum 'Franksred' RED SUNSET RED MAPLE RED SUNSET 2.5" CAL B&B AS SHOWN ON PLAN CO 2 Celtis occidentalis HACKBERRY 2.5" CAL B&B AS SHOWN ON PLAN GD 0 Gymnocladus dioica KENTUCKY COFFEETREE 2.5" CAL B&B AS SHOWN ON PLAN GB 2 Ginkgo biloba GINKGO 2.5" CAL B&B AS SHOWN ON PLAN LT 2 Liriodendron tulipifera TULIPTREE 2.5" CAL B&B AS SHOWN ON PLAN NS 2 Nyssa sylvatica TUPELO 2.5" CAL B&B AS SHOWN ON PLAN PL 0 Platanus x acerifolia LONDON PLANETREE 2.5" CAL B&B AS SHOWN ON PLAN QB 3 Quercus bicolor SWAMP WHITE OAK 2.5" CAL B&B AS SHOWN ON PLAN QM 3 Quercus muehlenbergii CHINKAPIN OAK 2.5" CAL B&B AS SHOWN ON PLAN SA 1 Salix alba 'Tristis'WHITE WEEPING WILLOW 2.5" CAL B&B AS SHOWN ON PLAN TA 0 Tilia americana 'Redmond'REDMOND AMERICAN LINDEN 2.5" CAL B&B AS SHOWN ON PLAN UNDERSTORY TREES AL 3 Amelanchier lamarckii JUNEBERRY 6' HT B&B AS SHOWN ON PLAN BN 0 Betula nigra 'Little King' FOX VALLEY RIVER BIRCH 6' HT B&B AS SHOWN ON PLAN CC 0 Cercis canadensis EASTERN REDBUD 6' HT B&B AS SHOWN ON PLAN MS 1 Malus 'Spring Snow'SPRING SNOW FRUITLESS CRABAPPLE 6' HT B&B AS SHOWN ON PLAN SR 4 Syringa reticulata 'Ivory Silk'JAPANESE TREE LILAC 6' HT B&B AS SHOWN ON PLAN EVERGREEN TREES AC 2 Abies concolor CONCOLOR FIR 6' HT B&B AS SHOWN ON PLAN PA 0 Picea abies NORWAY SPRUCE 6' HT B&B AS SHOWN ON PLAN PG 3 Picea glauca 'densata'BLACK HILLS WHITE SPRUCE 6' HT B&B AS SHOWN ON PLAN PP 0 Picea pungens COLORADO BLUE SPRUCE 6' HT B&B AS SHOWN ON PLAN PS 2 Pinus strobus 'Fastigiata'WHITE PINE 6' HT B&B AS SHOWN ON PLAN DECIDUOUS SHRUBS AM 0 Aronia melanocarpa BLACK CHOKEBERRY #5 CONT AS SHOWN ON PLAN FG 0 Fothergilla gardenii DWARF FOTHERGILLA #5 CONT AS SHOWN ON PLAN HV 0 Hamamelis vernalis OZARK WITCH HAZEL #5 CONT AS SHOWN ON PLAN SV 0 Syringa virginiana COMMON LILAC #5 CONT AS SHOWN ON PLAN VD 3 Viburnum dentatum ARROWWOOD VIBURNUM #5 CONT AS SHOWN ON PLAN EVERGREEN SHRUBS JC 3 Juniperus chinensis 'Fairview'CHINESE JUNIPER #5 CONT AS SHOWN ON PLAN PJM 0 Rhododendron PJM PJM RHODODENDRON #5 CONT AS SHOWN ON PLAN TC 0 Taxus cuspidata 'Capitata'JAPANESE YEW #5 CONT AS SHOWN ON PLAN L403 BUFFER TREE SCHEDULE KEY QTY.BOTANICAL NAME COMMON NAME SIZE ROOT SPACING & REMARKS BUFFER OVERSTORY TREES AR 0 Acer rubrum 'Franksred' RED SUNSET RED MAPLE RED SUNSET 2.5" CAL B&B AS SHOWN ON PLAN CO 5 Celtis occidentalis HACKBERRY 2.5" CAL B&B AS SHOWN ON PLAN GD 4 Gymnocladus dioica KENTUCKY COFFEETREE 2.5" CAL B&B AS SHOWN ON PLAN LT 4 Liriodendron tulipifera TULIPTREE 2.5" CAL B&B AS SHOWN ON PLAN NS 4 Nyssa sylvatica TUPELO 2.5" CAL B&B AS SHOWN ON PLAN QB 3 Quercus bicolor SWAMP WHITE OAK 2.5" CAL B&B AS SHOWN ON PLAN QM 4 Quercus muehlenbergii CHINKAPIN OAK 2.5" CAL B&B AS SHOWN ON PLAN TA 0 Tilia americana 'Redmond'REDMOND AMERICAN LINDEN 2.5" CAL B&B AS SHOWN ON PLAN BUFFER UNDERSTORY TREES AL 14 Amelanchier lamarckii JUNEBERRY 6' HT B&B AS SHOWN ON PLAN CC 12 Cercis canadensis EASTERN REDBUD 6' HT B&B AS SHOWN ON PLAN MS 17 Malus 'Spring Snow'SPRING SNOW FRUITLESS CRABAPPLE 6' HT B&B AS SHOWN ON PLAN SR 12 Syringa reticulata 'Ivory Silk'JAPANESE TREE LILAC 6' HT B&B AS SHOWN ON PLAN BUFFER EVERGREEN TREES AC 22 Abies concolor CONCOLOR FIR 6' HT B&B AS SHOWN ON PLAN PG 19 Picea glauca 'densata'BLACK HILLS WHITE SPRUCE 6' HT B&B AS SHOWN ON PLAN PP 19 Picea pungens COLORADO BLUE SPRUCE 6' HT B&B AS SHOWN ON PLAN PLANTING NOTES: 1.SEED ALL AREAS WITHIN CONTRACT LIMITS, NOT COVERED BY PAVING, BUILDINGS, OR PLANTING BEDS, UNLESS OTHERWISE NOTED. 2.PLANT QUANTITIES ARE FOR INFORMATION ONLY; DRAWING SHALL PREVAIL IF CONFLICT OCCURS. 3.NOTIFY LANDSCAPE ARCHITECT AFTER STAKING IS COMPLETED AND BEFORE PLANT PITS ARE EXCAVATED. 4.CONTRACTOR SHALL PLACE SHREDDED BARK MULCH AROUND ALL TREES, AND RIVER-ROCK MULCH IN ALL PLANTING BEDS TO A DEPTH OF 3 INCHES. 5.KIND, SIZE AND QUALITY OF PLANT MATERIAL SHALL CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK, ANSI 260-1992, OR MOST RECENT EDITION. 6.THE CONTRACTOR SHALL REPORT SUBSURFACE SOIL OR DRAINAGE PROBLEMS TO THE LANDSCAPE ARCHITECT. 7.THE CONTRACTOR SHALL SHOW PROOF OF PROCUREMENT, SOURCES, QUANTITIES AND VARIETIES FOR ALL SHRUBS, PERENNIALS, ORNAMENTAL GRASSES, AND ANNUALS WITHIN 21 DAYS FOLLOWING THE AWARD OF CONTRACT. TIMELY PROCUREMENT OF ALL PLANT MATERIAL IS ESSENTIAL TO THE SUCCESSFUL COMPLETION AND INITIAL ACCEPTANCE OF THE PROJECT. 8.SUBSTITUTIONS SHALL ONLY BE ALLOWED WHEN THE CONTRACTOR HAS EXHAUSTED ALL SOURCES FOR THE SPECIFIED MATERIAL, AND HAS PROVEN THAT THE SPECIFIED MATERIAL IS NOT AVAILABLE. THE CONTRACTOR MUST PROVIDE NAME AND VARIETY OF SUBSTITUTION TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO TAGGING OR PLANTING. SUBSTITUTIONS SHALL BE NEAREST EQUIVALENT SIZE OF VARIETY OF PLANT HAVING SAME ESSENTIAL CHARACTERISTICS. ANY SUBSTITUTIONS MUST BE APPROVED BY THE PARKS AND RECREATION DIRECTOR. 9.ALL PLANT MATERIAL SHALL BE NURSERY GROWN, SOUND, HEALTHY, VIGOROUS AND FREE FROM INSECTS, DISEASE AND INJURIES, WITH HABIT OF GROWTH THAT IS NORMAL FOR THE SPECIES. SIZES SHALL BE EQUAL TO OR EXCEEDING SIZES INDICATED ON THE PLANT LIST. THE CONTRACTOR SHALL SUPPLY PLANTS IN QUANTITY AS SHOWN ON THE DRAWINGS. 10.STAKE OR PLACE ALL PLANTS IN FIELD AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE LANDSCAPE ARCHITECT FOR APPROVAL BY THE OWNER PRIOR TO PLANTING. 11.COORDINATE LOCATION OF PLANTINGS WITHIN THE BUFFER WITH FUTURE UTILITY PLANS TO AVOID CONFLICT. SIGNAGE COORDINATES10-08-2021ASI 026 ASI 26 ASI 26 ASI 26 50 40 30 20 1010 20 30 40 50 [] [] [][] [][] [ ] E II II II II II II 03 L703 01 L703 02 L703 02 L704 03 L704 01 L704 02 L701 01 L701 01 L702 NW DOUGLAS PKWY NW 1 0 T H S T . NW 4 T H S T . FIELD 3 FIELD 9 FIELD 10 FIELD 12 FIELD 11 MIRACLE COMPLEX DOUBLE SIDED MONUMENT SIGN SEE DETAIL 01/L709 SINGLE SIDED MONUMENT SIGN SEE DETAIL 02/L709 SINGLE SIDED MONUMENT SIGN SEE DETAIL 02/L709 FIELD 1P FIELD 2P FIELD 4P FIELD 3P FIELD 5P FIELD 6P FIELD 8P FIELD 7P FIELD 4 FIELD 2 FIELD 1 FIELD 7 FIELD 8 FIELD 6 FIELD 5 MAROON COLOR ACCENT FOR SITE FURNISHINGS BLUE COLOR ACCENT FOR SITE FURNISHINGS GREY COLOR ACCENT FOR SITE FURNISHINGS DIRECTIONAL SIGNAGE SEE SHEET L705 DIRECTIONAL SIGNAGE SEE SHEET L705 DIRECTIONAL SIGNAGE SEE SHEET L705 PEDESTRIAN POLES WITH BANNERS SEE DETAIL 02/L707 FIELDS 1-4 MAROON FURNISHING ACCENT COLOR FIELDS 5-8 & MIRACLE BLUE FURNISHING ACCENT COLOR FIELDS 9-12 GREY FURNISHING ACCENT COLOR PEDESTRIAN POLES WITH BANNERS LEGEND 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 7 0 0 S i t e S i g n a g e P l a n / D r a w n b y : X X / C h e c k e d b y : X X SITE IDENTIFICATION INDEX L700 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 SCALE: 100'200'50'25'0' 1"=100'01 SITE SIGNAGE PLAN NOTE: 1.THE FOLLOWING FURNISHINGS AND AMENITIES SHALL BE COLOR COORDINATED AS OUTLINED IN SPECIFICATIONS DEPENDING ON THE QUAD LOCATION: 1.1.2-POST HIP SHADE SAILS 1.2.BLEACHER SHELTER SHADE SAILS 1.3.BACKSTOP WALL PADDING 1.4.OUTFIELD WINDSCREEN MESH 1.5.SCOREBOARDS ASI 26 ASI 26 SIGNAGE COORDINATES10-08-2021ASI 026 E 01 L705 02 L705 FIELD 3 FIELD 4 FIELD 2 FIELD 1 DIRECTIONAL SIGNAGE SEE DETAIL 01/L705 DIRECTIONAL SIGNAGE SEE DETAIL 02/L705 FOUL SIGN FIELD 4 SEE DETAIL 01/L706 FOUL SIGN FIELD 4 SEE DETAIL 01/L706 FOUL SIGN FIELD 3 SEE DETAIL 01/L706 FOUL SIGN FIELD 3 SEE DETAIL 01/L706 FOUL SIGN FIELD 1 SEE DETAIL 01/L706 FOUL SIGN FIELD 1 SEE DETAIL 01/L706 FOUL SIGN FIELD 2 SEE DETAIL 01/L706 FOUL SIGN FIELD 2 SEE DETAIL 01/L706 DUGOUT SIGN FIELD 1 SEE DETAIL 01/L706 DUGOUT SIGN FIELD 4 SEE DETAIL 01/L706 DUGOUT SIGN FIELD 4 SEE DETAIL 01/L706 DUGOUT SIGN FIELD 1 SEE DETAIL 01/L706 DUGOUT SIGN FIELD 2 SEE DETAIL 01/L706 DUGOUT SIGN FIELD 3 SEE DETAIL 01/L706 DUGOUT SIGN FIELD 3 SEE DETAIL 01/L706 DUGOUT SIGN FIELD 2 SEE DETAIL 01/L706 BATTING TUNNEL SIGN FIELD 1 SEE DETAIL 03/L706 BATTING TUNNEL SIGN FIELD 2 SEE DETAIL 03/L706 BATTING TUNNEL SIGN FIELD 4 SEE DETAIL 03/L706 BATTING TUNNEL SIGN FIELD 3 SEE DETAIL 03/L706 WEST CONCESSIONS BLDG 900 NW DOUGLAS PKWY WEST STORAGE BLDG 950 NW DOUGLAS PKWY 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 7 0 0 S i t e S i g n a g e P l a n / D r a w n b y : X X / C h e c k e d b y : X X 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 SCALE: 10'20'5'2.5'0' 1"=10'01 WEST QUAD ENLARGEMENT SCALE: 10'20'5'2.5'0' 1"=10'02 SIGNAGE ENLARGEMENT SITE SIGNAGE PLAN L701 SIGNAGE COORDINATES10-08-2021ASI 026 ASI 26 SA N 07 L705 FIELD 9 FIELD 10 FIELD 12 FIELD 11 FOUL SIGN FIELD 12 SEE DETAIL 01/L706 FOUL SIGN FIELD 12 SEE DETAIL 01/L706 FOUL SIGN FIELD 11 SEE DETAIL 01/L706 FOUL SIGN FIELD 11 SEE DETAIL 01/L706 FOUL SIGN FIELD 9 SEE DETAIL 01/L706 FOUL SIGN FIELD 9 SEE DETAIL 01/L706 FOUL SIGN FIELD 10 SEE DETAIL 01/L706 FOUL SIGN FIELD 10 SEE DETAIL 01/L706 DUGOUT SIGN FIELD 9 SEE DETAIL 01/L707 DUGOUT SIGN FIELD 12 SEE DETAIL 01/L707 DUGOUT SIGN FIELD 12 SEE DETAIL 01/L707 DUGOUT SIGN FIELD 9 SEE DETAIL 01/L707 DUGOUT SIGN FIELD 10 SEE DETAIL 01/L707 DUGOUT SIGN FIELD 11 SEE DETAIL 01/L707 DUGOUT SIGN FIELD 11 SEE DETAIL 01/L707 DUGOUT SIGN FIELD 10 SEE DETAIL 01/L707 BATTING TUNNEL SIGN FIELD 9 SEE DETAIL 03/L706 BATTING TUNNEL SIGN FIELD 12 SEE DETAIL 03/L706 DIRECTIONAL SIGNAGE SEE DETAIL 07/L705 BATTING TUNNEL SIGN FIELD 10 SEE DETAIL 03/L706 BATTING TUNNEL SIGN FIELD 11 SEE DETAIL 03/L706 SOUTH CONCESSIONS BLDG 700 NW 4TH ST SOUTH STORAGE BLDG 750 NW 4TH ST GREY COLOR ACCENT FOR SITE FURNISHINGS TEAM SIGNAGE SEE SHEET L708 INFORMATIONAL KIOSK SEE DETAIL 03/L707 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 7 0 0 S i t e S i g n a g e P l a n / D r a w n b y : X X / C h e c k e d b y : X X 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 SCALE: 10'20'5'2.5'0' 1"=10'01 SOUTH QUAD ENLARGEMENT SCALE: 10'20'5'2.5'0' 1"=10'02 SIGNAGE ENLARGEMENT SCALE: 10'20'5'2.5'0' 1"=10'03 SOUTH PLAZA ENLARGEMENT PLAN SITE SIGNAGE PLAN L703 SIGNAGE COORDINATES10-08-2021ASI 026 ASI 26 01 L705 PLAN SECTION 14" DIA 1'-4" DIA. 4" 3'-0" 4' - 0 " 3" TY P . 4 5 . 0 ° 1' - 0 " 4" CUSTOM FABRICATED ALUMINUM STEEL SQUARE CAP 1/8" THICK. COUNTERSUNK SCREW MOUNTED TO POST TOP PAINTED: BLACK 4" X 4" X 1/8' THICK SQUARE ALUMINUM STEEL TUBE POST PAINTED: BLACK CONCRETE PIER 14" DIA. X 1" THICK ALUMINUM BASE PLATE. ALUMINUM STEEL THREADED ROD GLUED INTO CONCRETE W/CONCRETE ANCHORING EPOXY ALUMINUM CORRIDOR SIGN BRACKET FOR 1/8" THICK PANEL PAINTED: BLACK PAINTED ARROW, 5" HEIGHT PAINTED: WHITE PAINTED LETTERS, 4" HEIGHT PAINTED: WHITE FONT: HELVETICA 1 8" ALUMINUM PANEL (PAINTED IN COLOR: TBD) 3 #3 TIES @3" O.C. 05 L705 PLAN SECTION 06 L705 PLAN SECTION 02 L705 PLAN SECTION 07 L705 PLAN SECTION 04 L705 PLAN SECTION 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 7 0 0 S i t e S i g n a g e P l a n / D r a w n b y : X X / C h e c k e d b y : X X 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 N.T.S. L707 DIRECTIONAL SIGNAGE 01, NOTES AND DIMENSIONS TYPICAL01 N.T.S. L707 DIRECTIONAL SIGNAGE 0202 N.T.S. L707 NOT IN USE.03 N.T.S. L707 DIRECTIONAL SIGNAGE 0404 N.T.S. L707 DIRECTIONAL SIGNAGE 0505 N.T.S. L707 DIRECTIONAL SIGNAGE 0606 N.T.S. L707 DIRECTIONAL SIGNAGE 0707 N.T.S. L707 NOT IN USE.08 WAYFINDING SIGNAGE DETAILS L707 SIGNAGE COORDINATES10-08-2021ASI 026 ASI 26 ASI 26 ASI 26 Denver, Colorado Omaha, Nebraska Des Moines, Iowa Grinnell, Iowa Iowa City, Iowa Chicago, Illinois 12/15/21 COR1 ATTN:197860 Project: Item Description:Price QTY.Total 1 2 3 ($1,096.00)2 ($2,192.00) 4 ($274.00)2 ($548.00) 5 6 7 8 9 10 11 12 13 Estimated lead time is <XX> weeks from ASI change order approval. Pending Change Order Requests (not included in new Contract Sum) Original Contract Sum ASI will commence with these changes once a valid change order has been received and validated by our accounting department. Verbal, email or other forms of notices to proceed, generally will not be accepted as formal approval to proceed with these changes. New Contract Sum Including this Change Order Net Change by previous authorized Change Orders Contract Sum Prior to this Change Order Contract Sum will Increase/Decrease Independence, IA 50644 Jeff Mertz Date: Change Order Request No: Larson Construction Co PO Box 112 Contract/Job No: ASI Project No: Change Order Request Cuty of Waukee - Triumph Park Decrease qty of Directional Signage Installation for the line above Submitted By: ITEM #DESCRIPTION Quantity Unit Labor Material Unit Cost TOTAL 1 Schedule and coordination of signage throughout jobsite as requested in ASI 026 14 hr 68.42$ 957.88$ 2 -$ 3 -$ 4 -$ 5 -$ 6 -$ 7 -$ 8 -$ 9 -$ 10 -$ 11 -$ 12 -$ 13 -$ 14 -$ 15 -$ 957.88$ - LCCI ItemsChange Order Request #044 - FINAL TOTAL ITEM #Company Description Quantity Unit Labor Material Bid Form Unit Cost Lump Sum TOTAL 1 ASI Signage Innovations credit for decrease quantity 1 ls (2,740.00)$ 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 -$ -$ (2,740.00)$ Chris Lopez Change Order Request #044 - FINAL - Subcontractors TOTAL 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors ASI Signage 12,140.00$ Supplier -$ LCCI (7,846.00)$ Sub-Total 4,294.00$ 5% OH&P (Subcontractors)607.00$ 10% OH&P (LCCI/Suppliers)(784.60)$ 1.5% Bond 61.75$ TOTAL 4,178.15$ Respectfully, Angie Price Larson Construction Co., Inc. Triumph Park Pedestal signage panels Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com June 22, 2022 Change Order Request #046 - FINAL COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS Quote No. IOWA 94302 January 26, 2022 Page 1 of 3 Customer City of Waukee Location Parks & Recreation Reference Triumph Park Pedestal PN: 138 - Larson Const - 9/22/22 Contract Bill to Larson Construction Co Inc Jeff Mertz PM PO Box 112 Independence, IA 50644 US T: 319-334-7061 F: 319-334-4474 M: 319-327-4712 Email: jmertz@larsonconst.com Ship to Parks & Recreation 805 University Ave. Waukee, IA 50263 US Valid Until 02/28/2022 Revision Date 01/26/2022 Lead Time 7 - 8 Weeks SR Pat Mescher F.O.B.Job Site Revision No Ship Method Installed PM Kris Kibbee Terms Progress billing Estimator Eric Kingery No.Item Description Qty UOM Unit Price Extension 1.1 Each 9,995.00 9,995.00Sign Type 9.7 Sign Type 9.7 Custom Makrolon Panels w/Digital Print 1/2" Thick Sub Surface Digital Print LED Lighting by Others Pedestal Framing By Others Qty 1 Each 10-1/2" X 10' X 1/2" 10-1/2" X 13'4" X 1/2" 10-1/2" X 16'8" X 1/2" Qty 2 Each 10-1/2" X 7'7/8" X 1/2" 10-1/2" X 9'5-1/8" X 1/2" 10-1/2" X 11'9-1/2" X 1/2" Qty 2 Each 10-1/2" X 5' X 1/2" 10-1/2" X 7'4-3/8" X 1/2" 10-1/2" X 9'8-5/8" X 1/2" NOTE: OVERALL LENGTH LISTED. PANELS WILL BE SEAMED DEPENDING ON MAXIMUM MATERIAL LENGTH continued on next page ASI Signage Innovations | 1219 Zimmerman Drive South P.O. Box 187 Grinnell IA 50112 | T: (641) 236-6616 | F: (641) 236-6438 | www.asisignage.com QUO002-00-01 Quote No. IOWA 94302 January 26, 2022 Page 2 of 3 Customer City of Waukee Location Parks & Recreation Reference Triumph Park Pedestal PN: 138 - Larson Const - 9/22/22 Contract No.Item Description Qty UOM Unit Price Extension 2.1 Each 2,145.00 2,145.00InstallationStandard Installation* NOTE: Local Sign Permit Fees Not Included Subtotal 12,140.00 * Tax Exempt # On File 0.00 Deposit Required 6,070.00 Total 12,140.00 Quote Valid Until: February 28, 2022 By signing below, I approve and authorize this quote and acknowledge that I have read and agree to the attached terms and conditions. 01/28/2022 Submitted by Date Approved by Date Print Name continued on next page ASI Signage Innovations | 1219 Zimmerman Drive South P.O. Box 187 Grinnell IA 50112 | T: (641) 236-6616 | F: (641) 236-6438 | www.asisignage.com QUO002-00-01 Quote No. IOWA 94302 January 26, 2022 Page 3 of 3 Customer City of Waukee Location Parks & Recreation Reference Triumph Park Pedestal PN: 138 - Larson Const - 9/22/22 Contract Conditions All pricing requires the customer provide final, usable, artwork in electronic form (i.e. Adobe illustrator file in outlines). Additional services for artwork touch-up or altering may incur additional charges. ASI Signage Innovations (Latimer Associates, Inc.) will add a _PROJECT CHANGE FEE_ on any order, project, or contract job whereby a material change to the product is requested after receipt of approved submittals & release to production. Overall charges will vary based on a case-by-case basis but it will be determined on materials & labor already consumed along with $100 per hour for administrative time. Lead times are defined as the period of time to complete fabrication and delivery of product. This time period follows final approval of all details required to make the product. Lead times do not include time for design services, approvals, price negotiations, message schedule development, location plan development, etc. Message schedule submission policies and requirements applicable to all customers and projects. ASI will charge customers $75 for each paint color (swatch) request and $100 for digital print Ink color matching requests. This includes all of our standard colors along with any Pantone or CMYK color requests. Pricing of installation services is an estimate based on numerous assumptions. Final Invoicing amount may differ. Pricing is based on exact quantities shown. Changes in services, quantities or delivery timeline may alter the per unit price. This quotation is valid for 60 days from the date of its creation. Customer is responsible for ensuring all electrical requirements are in-place prior to installation, and final hook-up. Final delivery dates are determined by ASI PROJECT MANAGEMENT. The final date is estimated upon receipt of the order via an electronic order acknowledgment, and finalized after the LAUNCH DATE. The customer is responsible for providing a knowledgeable contact on the day of installation in order to provide locations / elevations and any other questions that may arise. Shipping/Freight will be charged on all items not installed by ASI. City and state permit costs are not included in this quotation. Securing permits is an added service of ASI and costs are billed to the customer directly. 1/2 Deposit required for order to proceed, balance net 30 from date of invoice. 1/2 Deposit required for order to proceed, balance net 30 from date of invoice. Standard purchaser credit agreement applicable to all customers and projects. ASI Signage Innovations | 1219 Zimmerman Drive South P.O. Box 187 Grinnell IA 50112 | T: (641) 236-6616 | F: (641) 236-6438 | www.asisignage.com QUO002-00-01 ITEM #DESCRIPTION Quantity Unit Labor Material Unit Cost TOTAL 1 LCCI Bid Day Credit (7,846.00)$ 2 -$ 3 -$ 4 -$ 5 -$ 6 -$ 7 -$ 8 -$ 9 -$ 10 -$ 11 -$ 12 -$ 13 -$ 14 -$ 15 -$ (7,846.00)$ - LCCI ItemsChange Order Request #046 TOTAL ITEM #Company Description Quantity Unit Labor Material Bid Form Unit Cost Lump Sum TOTAL 1 ASI Signage Custom Makrolon Panels ls 12,140.00$ 12,140.00$ 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 -$ -$ 12,140.00$ Angie Price Change Order Request #046 - Subcontractors TOTAL 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors 8,355.00$ Supplier -$ LCCI 7,663.04$ Sub-Total 16,018.04$ 5% OH&P (Subcontractors)417.75$ 10% OH&P (LCCI/Suppliers)766.30$ 1.5% Bond 258.03$ TOTAL 17,460.13$ Respectfully, Angie Price Larson Construction Co., Inc. Per ASI #032 - Miracle Complex Grading Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com June 22, 2022 Change Order Request #048 - FINAL COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS thinkconfluence.com ASI 32 ATTENTION: Eric Slessor DATE: March 10th, 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. L202 – GRADING PLAN – Issue Full Sheet a. Revision: adjust spot elevations of paving as shown to accommodate ADA compliant pathways. 2. L205 – GRADING PLAN – Issue Full Sheet a. Revision: adjust spot elevations of paving as shown to accommodate ADA compliant pathways. 3. L213 – GRADING ENLARGEMENT PLAN – Issue Full Sheet a. Revision: adjust spot elevations of paving as shown to accommodate ADA compliant pathways. 4. L214 – GRADING ENLARGEMENT PLAN – Issue Full Sheet a. Revision: adjust spot elevations of paving as shown to accommodate ADA compliant pathways. End of ASI 32 994.97 RIM 996.29 RIM 992.00 TC 996.10 BC 995.60 TC 995.88 BC 995.38 TC 995.64 BC 995.14 TC 995.66 BC 995.16 TC 995.89 BC 995.39 TC 996.06 BC 995.56 TC 996.32 BC 995.82 TC 996.33 BC 995.83 TC 996.75 BC 996.25 TC 996.61 BC 996.11 TC 996.15 BC 995.65 TC 996.15 BC 995.65 TC 996.15 BC 995.65TC 996.15 BC 995.65 TC 996.31 BC 995.81 TC 996.46 BC 995.96 TC 996.46 BC 995.96 TC 996.75 BC 996.25 TC 1000.00 BC 999.50 TC 997.27 BC 996.77 TC 997.07 BC 996.57 TC 996.19 BC 995.69TC 996.22 BC 995.72 997.01 996.90 996.85 997.01 996.93 997.04 999.49 999.04 997.40 996.44995.24 995.30 996.61RIM 991.38 NW DOUGLAS PKWY 01 L214 01 L211 TC 999.87 BC 999.37 TC 1000.01 BC 999.51 TC 999.90 BC 999.40 TC 999.66 BC 999.16 TC 999.69 BC 999.19 TC 999.52 BC 999.02 TC 998.90 BC 998.40 TC 999.04 BC 998.54 TC 998.90 BC 998.40 TC 999.79 BC 999.29 TC 999.65 BC 999.15 TC 999.65 BC 999.15 TC 998.69 BC 998.19 TC 998.71 BC 998.21 TC 998.58 BC 998.08 TC 998.28 BC 997.78 TC 998.41 BC 997.91 TC 998.29 BC 997.79 TC 999.60 BC 999.10 TC 999.64 BC 999.14 TC 999.42 BC 998.92 TC 998.95 BC 998.45 TC 999.07 BC 998.57 TC 998.96 BC 998.46 TC 998.72 BC 998.22 TC 998.86 BC 998.36 TC 998.72 BC 998.22 TC 999.14 BC 998.64 TC 999.28 BC 998.78 TC 999.28 BC 998.78 TC 998.08 BC 997.58 TC 997.96 BC 997.46 TC 997.96 BC 997.46 TC 997.44 BC 996.94 TC 997.57 BC 997.07 TC 997.46 BC 996.96 TC 997.19 BC 996.69 TC 997.20 BC 996.70 TC 997.06 BC 996.56 TC 996.72 BC 996.22 TC 996.86 BC 996.36 TC 996.73 BC 996.23 TC 998.15 BC 997.65 TC 997.95 BC 997.45 TC 998.15 BC 997.65 TC 997.45 BC 996.95 TC 997.25 BC 996.75 TC 997.23 BC 996.73 TC 996.60 BC 996.10 TC 996.39 BC 995.89 TC 996.42 BC 995.92 TC 996.15 BC 995.65 TC 995.70 BC 995.20 TC 995.84 BC 995.34 TC 996.95 BC 996.45 TC 997.16 BC 996.66 TC 996.95 BC 996.45 TC 997.43 BC 996.93 TC 997.57 BC 997.07 TC 997.57 BC 997.07 TC 997.95 BC 997.45 TC 998.04 BC 997.54 TC 997.94 BC 997.44 TC 998.10 BC 997.60 TC 998.26 BC 997.76 TC 998.11 BC 997.61 TC 997.74 BC 997.24 TC 997.75 BC 997.25 TC 997.60 BC 997.10 TC 997.19 BC 996.69 TC 997.33 BC 996.83 TC 997.19 BC 996.69 TC 997.12 BC 996.62 TC 997.26 BC 996.76 TC 997.11 BC 996.61 TC 997.49 BC 996.99 TC 997.64 BC 997.14 TC 997.62 BC 997.12 TC 997.96 BC 997.46 TC 998.10 BC 997.60 TC 997.95 BC 997.45 TC 998.33 BC 997.83 TC 998.48 BC 997.98 TC 998.47 BC 997.97 TC 998.84 BC 998.34 TC 999.05 BC 998.55 TC 998.82 BC 998.32 TC 999.69 BC 999.19 TC 999.79 BC 999.29 TC 999.76 BC 999.26 TC 999.79 BC 999.29 TC 999.93 BC 999.43 TC 999.78 BC 999.28 TC 1000.16 BC 999.66 TC 1000.37 BC 999.87 TC 1000.36 BC 999.86 TC 995.38 BC 994.88 TC 995.43 BC 994.93 TC 995.42 BC 994.92 TC 995.87 BC 995.37 TC 995.81 BC 995.31 TC 995.93 BC 995.43 TC 996.15 BC 995.65 TC 996.27 BC 995.77 TC 996.15 BC 995.65 TC 996.53 BC 996.03 TC 996.65 BC 996.15 TC 996.65 BC 996.15 TC 995.51 BC 995.01 TC 995.45 BC 994.95 TC 995.57 BC 995.07 TC 996.15 BC 995.65 TC 995.87 BC 995.37 TC 996.13 BC 995.63 TC 998.36 BC 997.86 TC 997.88 BC 997.38 TC 998.36 BC 997.86 TC 998.22 BC 997.72 TC 997.91 BC 997.41 TC 997.63 BC 997.13 TC 998.32 BC 997.82 TC 998.53 BC 998.03 TC 998.34 BC 997.84 TC 998.25 BC 997.75 TC 998.53 BC 998.03 TC 998.39 BC 997.89 TC 996.42 BC 995.92 TC 996.44 BC 995.94 TC 996.30 BC 995.80 TC 995.15 BC 994.65 TC 994.82 BC 994.32 TC 995.15 BC 994.65 TC 996.39 BC 995.89 TC 996.39 BC 995.89 TC 996.21 BC 995.71 TC 995.15 BC 994.65 TC 994.78 BC 994.28 TC 995.15 BC 994.65 TC 996.68 BC 996.18 TC 996.67 BC 996.17 TC 996.43 BC 995.93 TC 995.15 BC 994.65 TC 994.73 BC 994.23 TC 995.15 BC 994.65 TC 996.52 BC 996.02 TC 996.53 BC 996.03 TC 996.29 BC 995.79 TC 999.79 BC 999.29TC 999.78 BC 999.28 TC 999.97 BC 999.47 TC 1000.08 BC 999.58 TC 1000.04 BC 999.54 TC 1000.15 BC 999.65 TC 999.15 BC 998.65 TC 998.80 BC 998.30 TC 998.69 BC 998.19 TC 998.69 BC 998.19 TC 998.77 BC 998.27 TC 999.15 BC 998.65 TC 999.16 BC 998.66 TC 994.75 BC 994.25 TC 994.82 BC 994.32 TC 994.83 BC 994.33 TC 994.90 BC 994.40 TC 995.08 BC 994.58 TC 995.09 BC 994.59 TC 996.05 BC 995.55 TC 995.04 BC 994.54 TC 995.00 BC 994.50 TC 994.93 BC 994.43 TC 994.84 BC 994.34 TC 994.83 BC 994.33 TC 997.18 BC 996.68 TC 998.90 BC 998.40 TC 998.94 BC 998.44 TC 999.02 BC 998.52 TC 999.17 BC 998.67 TC 999.35 BC 998.85 TC 1001.32 BC 1000.82 TC 1001.14 BC 1000.64 TC 1001.15 BC 1000.65 TC 1000.98 BC 1000.48 TC 1000.80 BC 1000.30 TC 1000.76 BC 1000.26 TC 1000.75 BC 1000.25 TC 1000.91 BC 1000.41 TC 999.87 BC 999.37 TC 999.66 BC 999.16 TC 999.66 BC 999.16 TC 999.71 BC 999.21 TC 999.91 BC 999.41 TC 1000.15 BC 999.65 TC 1000.15 BC 999.65 TC 1000.15 BC 999.65 TC 1000.15 BC 999.65 TC 1000.15 BC 999.65 TC 999.15 BC 998.65 RIM 997.08 RIM 994.11 RIM 994.16 RIM 992.31 RIM 992.48 TC 995.51 BC 995.01 TC 995.56 BC 995.06 1001.46 01 L213 999.01 1000.00 999.86 9 9 7 9 9 8 9 9 9 9 9 5 9 9 6 1 0 0 0 9 9 8 9 9 9 9 9 5 9 9 6 99 7 TC 996.15 BC 995.65 TC 995.92 BC 995.42 99 5 99 6 99 7 99 8 995 100 0 993 994 996 997 998 999 100 1 9 9 9 100 0 1001 1000 994 FFE 994.97 9 9 5 99 6 9 9 7 99 8 99 8 99 7 99 3 99 4 99 5 996 997 997 998 999 FL 999.93 FL 997.36 02 L214 TC 997.31 BC 996.81 TC 996.26 BC 995.76 TC 996.17 BC 995.67 TC 994.42 BC 993.92 TC 997.91 BC 997.41 TC 996.15 BC 995.65 TC 996.15 BC 995.65 TC 994.40 BC 993.90 TC 994.32 BC 993.82 TC 996.17 BC 995.67 TC 996.17 BC 995.67 TC 998.18 BC 997.68 TC 998.16 BC 997.66 TC 996.29 BC 995.79 TC 996.15 BC 995.65 TC 994.31 BC 993.81 TC 996.99 BC 996.49 TC 996.96 BC 996.46 TC 996.60 BC 996.10 TC 999.50 BC 999.00 TC 999.27 BC 998.77 TC 999.12 BC 998.62 TC 999.14 BC 998.64 TC 999.37 BC 998.87TC 999.15 BC 998.65 TC 998.50 BC 998.00 TC 998.50 BC 998.00 TC 994.77 BC 994.27 TC 995.16 BC 994.66 TC 995.15 BC 994.65 996.54 996.59 996.28 997.15 1000.38 995.86 996.00 996.19 1001.06 1000.97 1000.57 1000.48 TC 1000.16 BC 999.66 TC 1000.16 BC 999.66 TC 1002.17 BC 1001.67 TC 1002.17 BC 1001.67 TC 1003.43 BC 1002.93 TC 1003.43 BC 1002.93 999.49 999.49 1002.52 1002.52 TC 998.85 BC 998.35 TC 998.85 BC 998.35 TC 999.15 BC 998.65 998.90 TC 994.56 BC 994.06 996.00 TC 995.72 BC 995.22 996.88 996.72996.84 996.22 996.34 997.00 995.38 TC 996.27 BC 995.77 TC 995.50 BC 995.00 994.31 995.79 TC 996.45 BC 995.95 995.21 996.59 996.29 996.41 996.42 995.90 996.03994.76 994.95 994.73 994.81 994.93 995.36 995.48 FL 995.40FL 994.90FL 994.45 994.83 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 2 0 0 S i t e G r a d i n g P l a n / D r a w n b y : X X / C h e c k e d b y : X X GRADING PLAN L202 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 SCALE: 60'0' 1"=30'01 GRADING PLAN GRADING NOTES 1.ALL SPOT ELEVATIONS ARE AT THE TOP OF FINISHED SURFACES. SPOT ELEVATIONS SHOWN IN PARKING ARE AT THE BOTTOM OF CURB. ADD 6" TO COMPUTE TOP OF CURB ELEVATION. 2.PRIOR TO ANY SITE EXCAVATION, THE CONTRACTOR SHALL EXAMINE ANY APPLICABLE DRAWINGS AVAILABLE FROM THE OWNER AND/ OR LANDSCAPE ARCHITECT, AND CONSULT WITH OWNER'S REPRESENTATIVES TO DETERMINE POSSIBLE UTILITY LOCATIONS AND DEPTHS. NO COMPENSATION WILL BE ALLOWED FOR DAMAGE RESULTING FROM FAILURE TO COMPLY WITH THIS REQUIREMENT. 3.INSTALL SILT FENCE AT PERMANENT STORM SEWER INLETS AND SOD ALL SLOPES FOR EROSION CONTROL. SILT FENCE SHALL BE MAINTAINED UNTIL ESTABLISHMENT OF PERMANENT GROUND COVER OR EROSION CONTROL MEASURE. 4.FINAL BERM SHAPE TO APPROVED BY OWNER. 5.SEE SPECS FOR MINIMUM DEPTH OF TOPSOIL FOR ALL LAWN AREAS AND PLANTING BEDS. TOPSOIL MINIMUM DEPTH IS TO MEET SUDAS SECTION 2010 REQUIREMENTS. 6.ALL DEBRIS SPILLED ON THE R.O.W. SHALL BE PICKED UP BY THE CONTRACTOR AT THE END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT. 7.CONTRACTOR TO FIELD ADJUST ALL EXISTING SITE UTILITIES TO NEW FINISHED GRADES. EXISTING UTILITIES INCLUDE, BUT ARE NOT LIMITED TO, FIRE HYDRANTS, MANHOLE RIMS, INLETS, WATER VALVES, AND LIGHT BASES. 8.BACK FILL TO TOP OF CURB 9.ADEQUATE SCREENING OF PARKING LOT AREAS WITH EARTH BERMS OR LANDSCAPING SHALL BE PROVIDED IN A MANNER ACCEPTABLE TO THE CITY OF WAUKEE. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE SURFACE DRAINAGE IN ALL AREAS, UNLESS OTHERWISE NOTED. ALL NEWLY GRADED GROUND SURFACES SHALL BE FINISHED TO UNIFORM GRADES AND SLOPED IN SUCH A MANNER TO BE FREE OF DEPRESSIONS THAT CAUSE AREAS OF STANDING WATER. THE CONTRACTOR SHALL REPORT ANY CONFLICTS WITH THIS REQUIREMENT TO THE LANDSCAPE ARCHITECT FOR RESOLUTION PRIOR TO FINAL GRADING OPERATIONS. 11.WHERE PROPOSED GRADES MEET EXISTING, BLEND GRADES TO PROVIDE A SMOOTH TRANSITION BETWEEN THE NEW WORK AND EXISTING WORK. PONDING AT JOINTS WILL NOT BE ACCEPTED. 12.CONTACT LANDSCAPE ARCHITECT PRIOR TO BACKFILLING AGAINST EXISTING BUILDINGS. PROVIDE WATERPROOFING WHEN BACKFILLING AGAINST EXISTING BUILDINGS. 13.CONTRACTOR RESPONSIBLE FOR ALL PRIVATE LOCATES NOT COVERED BY THE IOWA ONE CALL SYSTEM. 99.99 M.E. GRADING LEGEND PROPOSED SPOT ELEVATION CONTRACTOR TO MATCH EXISTING ELEVATION. IF MATCHING TO EXISTING CONDITION DOES NOT ALLOW FOR PROPER WATER DRAINAGE CONTACT LANDSCAPE ARCHITECT. EXISTING CONTOURS PROPOSED CONTOURS WATER INTAKES FLARED END SECTION GRADING BREAK LINE POINT-OF-CURVATURE TOP OF CURB BOTTOM OF CURB INTAKE RIM ELEVATION HIGH POINT TC BC RIM HP PC MA T C H L I N E 0 1 / L2 0 3 MATCHLINE 01/L205 MA T C H L I N E 0 1 / L2 0 1 GRADING REVISIONS4-25-2021ASI 012 MIRACLE FIELD LIGHTING ADJUSTMENT05-10-2021ASI 014 MIRACLE COMPLEX GRADING3-10-2022ASI 032 ASI 32 BW 995.87 BW 995.87 RIM 994.90 RIM 991.00 995.47 995.47 994.97 994.97 994.97 994.27 994.27 994.43 994.27 994.27 995.20 995.11 995.77 994.47994.52 994.30 994.29 994.07 994.07 994.02 994.04 993.96 995.06 995.17 BW 995.25 TW 996.79 TW 996.76 996.61 995.43 995.21 994.89 997.11996.95 997.01 997.12 994.40 996.12 RIM 992.09 993.58 993.38 01 L213 991.84 991.76 991.75 991.55 990.85 990.93 990.75 990.67 990.04 989.69 988.05 988.05 989.90 990.13 990.19 990.17 BW 995.25 01 L211 FFE 994.97 992995 992 993 994 996 997 9 9 5 9 9 5 99 6 99 4 9 9 6 99 8 9 9 7 996 994 100-YEAR FLOOD ELEVATION: 990.52 100-YEAR FLOOD ELEVATION: 990.52 100-YEAR FLOOD ELEVATION: 990.52 996.60 996.59 996.77 995.98 994.04 994.01 996.86 996.80 991.89 991.76 990.39 992.43 993.63 993.95 994.26 994.54 994.92 994.47994.45 994.60 994.61 993.99 993.89 993.96 993.86 992.15 990.56 990.43990.72 991.30 990.23 990.65 990.47 991.74 991.63 990.93 4. 3 9 % 3 . 2 9 % 1.97 % 2.00% 4. 9 3 % 2.00% 2.00% 0.73% 4. 1 0 % 2. 5 8 % 1.97%4.99% 1. 9 8 % 1.96 % 1.9 9 % 2.13 % 1 . 9 2 % 4. 9 2 % 2. 5 2 % 1. 3 1 % 3 . 3 4 % 1 . 7 6 % 0.04% 2 . 0 0 % 1 . 9 9 % 2.00% 3. 9 3 % 989.67 995.38 TW 996.76 994.52 994.80994.15 994.41 994.68 994.54 LP 994.07 994.64 994.73 LP 994.19994.35 994.49 994.72 994.97 995.93 995.93 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 2 0 0 S i t e G r a d i n g P l a n / D r a w n b y : X X / C h e c k e d b y : X X GRADING PLAN L205 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 SCALE: 60'0' 1"=30'01 GRADING PLAN GRADING NOTES 1.ALL SPOT ELEVATIONS ARE AT THE TOP OF FINISHED SURFACES. SPOT ELEVATIONS SHOWN IN PARKING ARE AT THE BOTTOM OF CURB. ADD 6" TO COMPUTE TOP OF CURB ELEVATION. 2.PRIOR TO ANY SITE EXCAVATION, THE CONTRACTOR SHALL EXAMINE ANY APPLICABLE DRAWINGS AVAILABLE FROM THE OWNER AND/ OR LANDSCAPE ARCHITECT, AND CONSULT WITH OWNER'S REPRESENTATIVES TO DETERMINE POSSIBLE UTILITY LOCATIONS AND DEPTHS. NO COMPENSATION WILL BE ALLOWED FOR DAMAGE RESULTING FROM FAILURE TO COMPLY WITH THIS REQUIREMENT. 3.INSTALL SILT FENCE AT PERMANENT STORM SEWER INLETS AND SOD ALL SLOPES FOR EROSION CONTROL. SILT FENCE SHALL BE MAINTAINED UNTIL ESTABLISHMENT OF PERMANENT GROUND COVER OR EROSION CONTROL MEASURE. 4.FINAL BERM SHAPE TO APPROVED BY OWNER. 5.SEE SPECS FOR MINIMUM DEPTH OF TOPSOIL FOR ALL LAWN AREAS AND PLANTING BEDS. TOPSOIL MINIMUM DEPTH IS TO MEET SUDAS SECTION 2010 REQUIREMENTS. 6.ALL DEBRIS SPILLED ON THE R.O.W. SHALL BE PICKED UP BY THE CONTRACTOR AT THE END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT. 7.CONTRACTOR TO FIELD ADJUST ALL EXISTING SITE UTILITIES TO NEW FINISHED GRADES. EXISTING UTILITIES INCLUDE, BUT ARE NOT LIMITED TO, FIRE HYDRANTS, MANHOLE RIMS, INLETS, WATER VALVES, AND LIGHT BASES. 8.BACK FILL TO TOP OF CURB 9.ADEQUATE SCREENING OF PARKING LOT AREAS WITH EARTH BERMS OR LANDSCAPING SHALL BE PROVIDED IN A MANNER ACCEPTABLE TO THE CITY OF WAUKEE. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE SURFACE DRAINAGE IN ALL AREAS, UNLESS OTHERWISE NOTED. ALL NEWLY GRADED GROUND SURFACES SHALL BE FINISHED TO UNIFORM GRADES AND SLOPED IN SUCH A MANNER TO BE FREE OF DEPRESSIONS THAT CAUSE AREAS OF STANDING WATER. THE CONTRACTOR SHALL REPORT ANY CONFLICTS WITH THIS REQUIREMENT TO THE LANDSCAPE ARCHITECT FOR RESOLUTION PRIOR TO FINAL GRADING OPERATIONS. 11.WHERE PROPOSED GRADES MEET EXISTING, BLEND GRADES TO PROVIDE A SMOOTH TRANSITION BETWEEN THE NEW WORK AND EXISTING WORK. PONDING AT JOINTS WILL NOT BE ACCEPTED. 12.CONTACT LANDSCAPE ARCHITECT PRIOR TO BACKFILLING AGAINST EXISTING BUILDINGS. PROVIDE WATERPROOFING WHEN BACKFILLING AGAINST EXISTING BUILDINGS. 13.CONTRACTOR RESPONSIBLE FOR ALL PRIVATE LOCATES NOT COVERED BY THE IOWA ONE CALL SYSTEM. 99.99 M.E. GRADING LEGEND PROPOSED SPOT ELEVATION CONTRACTOR TO MATCH EXISTING ELEVATION. IF MATCHING TO EXISTING CONDITION DOES NOT ALLOW FOR PROPER WATER DRAINAGE CONTACT LANDSCAPE ARCHITECT. EXISTING CONTOURS PROPOSED CONTOURS WATER INTAKES FLARED END SECTION GRADING BREAK LINE POINT-OF-CURVATURE TOP OF CURB BOTTOM OF CURB INTAKE RIM ELEVATION HIGH POINT TC BC RIM HP PC MA T C H L I N E 0 1 / L2 0 6 MATCHLINE 01/L202 MA T C H L I N E 0 1 / L2 0 4 GRADING REVISIONS4-25-2021ASI 012 MIRACLE COMPLEX GRADING3-10-2022ASI 032 ASI 32 RIM 995.20 996.36996.45995.36994.88 994.87 994.75 994.67 994.54 994.45 993.76 TC 995.08 BC 994.58 TC 996.05 BC 995.55 993.32 LP 990.93 991.48 991.54 991.63 991.58 991.63 991.49 992.14 991.64 991.12 TC 996.15 BC 995.65 992 995.25 994.84 996.21 994.25 991.00 990.78 TW 992.16 BW 992.16 TW 993.03 BW 992.17 TW 993.65 BW 992.18 TW 993.97 BW 991.91 TW 994.28 BW 991.61 TW 994.46 BW 991.79 TW 995.16 BW 991.95 TW 995.83 BW 992.08 TW 996.76 BW 992.21 TW 997.56 BW 992.23 TW 997.54 BW 992.21 TW 997.51 BW 992.18 TW 997.49 BW 992.16 TW 997.46 BW 992.13 TW 997.43 BW 992.10 TW 991.00 BW 991.00 TW 991.82 BW 991.17 TW 992.61 BW 991.31 TW 996.76 BW 992.21 TW 995.65 BW 991.98 TW 993.43 BW 991.44 TW 995.06 BW 991.89 994.78 993.65 992.94 992.39 993.02 992.55 992.32 991.87 LP 990.73 991.93 NOTE: CONTOUR & SPOT DATA REPRESENT ELVATION AT GRADE OF RUBBERIZED PLAYGROUND SURFACING, AND DO NOT INCLUDE THE CONTOUR DATA OF THE EPS FOAM MOUNDS. SEE SHOP DRAWINGS PER PLAYGROUND MANUFACTURER. TC 996.17 BC 995.67 TC 996.08 BC 995.58 TW 994.38 TW 994.26 993.53 993.41 992.70 994.48 990.93 4. 3 9 % 3 . 2 9 % 1.97 % 2.00% 4. 9 3 % 2.00% 2.00% 2. 5 8 % 1.97% 995.22994.98 4.99% 1. 9 8 % 1.96 % 1.9 9 % 2.1 3 % 1 . 9 2 % 2. 5 2 % 1. 3 1 % 3 . 3 4 % LP 991.55 3. 9 3 % 991.40 990.88 992.08 TC 996.27 BC 995.77 996.06 TC 995.50 BC 995.00 997.77 TW 995.02 996.14 994.72 994.79 994.82 994.88 LP 994.70 994.90 994.97 994.97 994.97 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 2 0 0 S i t e G r a d i n g P l a n / D r a w n b y : X X / C h e c k e d b y : X X GRADING ENLARGEMENT PLAN L213 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 SCALE: 20'0' 1"=10'01 PLAYGROUND ENLARGEMENT PLAN GRADING NOTES 1.ALL SPOT ELEVATIONS ARE AT THE TOP OF FINISHED SURFACES. SPOT ELEVATIONS SHOWN IN PARKING ARE AT THE BOTTOM OF CURB. ADD 6" TO COMPUTE TOP OF CURB ELEVATION. 2.PRIOR TO ANY SITE EXCAVATION, THE CONTRACTOR SHALL EXAMINE ANY APPLICABLE DRAWINGS AVAILABLE FROM THE OWNER AND/ OR LANDSCAPE ARCHITECT, AND CONSULT WITH OWNER'S REPRESENTATIVES TO DETERMINE POSSIBLE UTILITY LOCATIONS AND DEPTHS. NO COMPENSATION WILL BE ALLOWED FOR DAMAGE RESULTING FROM FAILURE TO COMPLY WITH THIS REQUIREMENT. 3.INSTALL SILT FENCE AT PERMANENT STORM SEWER INLETS AND SOD ALL SLOPES FOR EROSION CONTROL. SILT FENCE SHALL BE MAINTAINED UNTIL ESTABLISHMENT OF PERMANENT GROUND COVER OR EROSION CONTROL MEASURE. 4.FINAL BERM SHAPE TO APPROVED BY OWNER. 5.SEE SPECS FOR MINIMUM DEPTH OF TOPSOIL FOR ALL LAWN AREAS AND PLANTING BEDS. TOPSOIL MINIMUM DEPTH IS TO MEET SUDAS SECTION 2010 REQUIREMENTS. 6.ALL DEBRIS SPILLED ON THE R.O.W. SHALL BE PICKED UP BY THE CONTRACTOR AT THE END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT. 7.CONTRACTOR TO FIELD ADJUST ALL EXISTING SITE UTILITIES TO NEW FINISHED GRADES. EXISTING UTILITIES INCLUDE, BUT ARE NOT LIMITED TO, FIRE HYDRANTS, MANHOLE RIMS, INLETS, WATER VALVES, AND LIGHT BASES. 8.BACK FILL TO TOP OF CURB 9.ADEQUATE SCREENING OF PARKING LOT AREAS WITH EARTH BERMS OR LANDSCAPING SHALL BE PROVIDED IN A MANNER ACCEPTABLE TO THE CITY OF WAUKEE. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE SURFACE DRAINAGE IN ALL AREAS, UNLESS OTHERWISE NOTED. ALL NEWLY GRADED GROUND SURFACES SHALL BE FINISHED TO UNIFORM GRADES AND SLOPED IN SUCH A MANNER TO BE FREE OF DEPRESSIONS THAT CAUSE AREAS OF STANDING WATER. THE CONTRACTOR SHALL REPORT ANY CONFLICTS WITH THIS REQUIREMENT TO THE LANDSCAPE ARCHITECT FOR RESOLUTION PRIOR TO FINAL GRADING OPERATIONS. 11.WHERE PROPOSED GRADES MEET EXISTING, BLEND GRADES TO PROVIDE A SMOOTH TRANSITION BETWEEN THE NEW WORK AND EXISTING WORK. PONDING AT JOINTS WILL NOT BE ACCEPTED. 12.CONTACT LANDSCAPE ARCHITECT PRIOR TO BACKFILLING AGAINST EXISTING BUILDINGS. PROVIDE WATERPROOFING WHEN BACKFILLING AGAINST EXISTING BUILDINGS. 13.CONTRACTOR RESPONSIBLE FOR ALL PRIVATE LOCATES NOT COVERED BY THE IOWA ONE CALL SYSTEM. 99.99 M.E. GRADING LEGEND PROPOSED SPOT ELEVATION CONTRACTOR TO MATCH EXISTING ELEVATION. IF MATCHING TO EXISTING CONDITION DOES NOT ALLOW FOR PROPER WATER DRAINAGE CONTACT LANDSCAPE ARCHITECT. EXISTING CONTOURS PROPOSED CONTOURS WATER INTAKES FLARED END SECTION GRADING BREAK LINE POINT-OF-CURVATURE TOP OF CURB BOTTOM OF CURB INTAKE RIM ELEVATION HIGH POINT TC BC RIM HP PC GRADING REVISIONS4-25-2021ASI 012 MIRACLE COMPLEX GRADING3-10-2022ASI 032 ASI 32 RIM 996.29 TC 998.15 BC 997.65 TC 998.64 BC 998.14 TC 998.51 BC 998.01 TC 998.34 BC 997.84 997.78 997.86 998.13998.62 998.34 998.26 998.58 998.55 99 8 TC 996.96 BC 996.46 1000.02 1000.38 998.02 998.04 997.97 997.95 TC 998.15 BC 997.65 TS 999.47 TS 999.52 TS 998.45 TS 998.50 TS 998.70 TS 999.77 TS 999.72 TS 998.75 998.77 998.70 998.43 998.13 997.70 TC 997.65 BC 997.15 TC 997.45 BC 996.95 TC 997.20 BC 996.70 996.84 997.48 RIM 994.02 RIM 994.90 995.77 TC 996.90 BC 996.40 TC 996.67 BC 996.17 996.25 996.57 995.78 996.57 995.90 996.42 995.59 996 TC 996.73 BC 996.23 996.25 996.25 996.25 996.25 994.80 995.25 996.25 996.21 996.17 995.69 995.65 TC 996.99 BC 996.49 TC 997.07 BC 996.57 TS 998.21 TS 998.19 TS 997.21 TS 997.18 TS 996.66 TS 996.69 TS 997.67 TS 997.69 996.09 996.09 995.93 995.93 996.01 RIM 999.50 RIM 999.50 1001.52 1001.27 1000.82 1001.48 1001.34 1002.49 1001.29 1001.31 1001.17 1001.271001.06 1001.33 TS 1001.16 TS 1001.11 TS 1002.18 TS 1002.13 TS 1001.66 TS 1001.71 TS 1000.69 TS 1000.64 1001.31 1001.29 1001.06 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 2 0 0 S i t e G r a d i n g P l a n / D r a w n b y : X X / C h e c k e d b y : X X GRADING ENLARGEMENT PLAN L214 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 GRADING NOTES 1.ALL SPOT ELEVATIONS ARE AT THE TOP OF FINISHED SURFACES. SPOT ELEVATIONS SHOWN IN PARKING ARE AT THE BOTTOM OF CURB. ADD 6" TO COMPUTE TOP OF CURB ELEVATION. 2.PRIOR TO ANY SITE EXCAVATION, THE CONTRACTOR SHALL EXAMINE ANY APPLICABLE DRAWINGS AVAILABLE FROM THE OWNER AND/ OR LANDSCAPE ARCHITECT, AND CONSULT WITH OWNER'S REPRESENTATIVES TO DETERMINE POSSIBLE UTILITY LOCATIONS AND DEPTHS. NO COMPENSATION WILL BE ALLOWED FOR DAMAGE RESULTING FROM FAILURE TO COMPLY WITH THIS REQUIREMENT. 3.INSTALL SILT FENCE AT PERMANENT STORM SEWER INLETS AND SOD ALL SLOPES FOR EROSION CONTROL. SILT FENCE SHALL BE MAINTAINED UNTIL ESTABLISHMENT OF PERMANENT GROUND COVER OR EROSION CONTROL MEASURE. 4.FINAL BERM SHAPE TO APPROVED BY OWNER. 5.SEE SPECS FOR MINIMUM DEPTH OF TOPSOIL FOR ALL LAWN AREAS AND PLANTING BEDS. TOPSOIL MINIMUM DEPTH IS TO MEET SUDAS SECTION 2010 REQUIREMENTS. 6.ALL DEBRIS SPILLED ON THE R.O.W. SHALL BE PICKED UP BY THE CONTRACTOR AT THE END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT. 7.CONTRACTOR TO FIELD ADJUST ALL EXISTING SITE UTILITIES TO NEW FINISHED GRADES. EXISTING UTILITIES INCLUDE, BUT ARE NOT LIMITED TO, FIRE HYDRANTS, MANHOLE RIMS, INLETS, WATER VALVES, AND LIGHT BASES. 8.BACK FILL TO TOP OF CURB 9.ADEQUATE SCREENING OF PARKING LOT AREAS WITH EARTH BERMS OR LANDSCAPING SHALL BE PROVIDED IN A MANNER ACCEPTABLE TO THE CITY OF WAUKEE. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE SURFACE DRAINAGE IN ALL AREAS, UNLESS OTHERWISE NOTED. ALL NEWLY GRADED GROUND SURFACES SHALL BE FINISHED TO UNIFORM GRADES AND SLOPED IN SUCH A MANNER TO BE FREE OF DEPRESSIONS THAT CAUSE AREAS OF STANDING WATER. THE CONTRACTOR SHALL REPORT ANY CONFLICTS WITH THIS REQUIREMENT TO THE LANDSCAPE ARCHITECT FOR RESOLUTION PRIOR TO FINAL GRADING OPERATIONS. 11.WHERE PROPOSED GRADES MEET EXISTING, BLEND GRADES TO PROVIDE A SMOOTH TRANSITION BETWEEN THE NEW WORK AND EXISTING WORK. PONDING AT JOINTS WILL NOT BE ACCEPTED. 12.CONTACT LANDSCAPE ARCHITECT PRIOR TO BACKFILLING AGAINST EXISTING BUILDINGS. PROVIDE WATERPROOFING WHEN BACKFILLING AGAINST EXISTING BUILDINGS. 13.CONTRACTOR RESPONSIBLE FOR ALL PRIVATE LOCATES NOT COVERED BY THE IOWA ONE CALL SYSTEM. 99.99 M.E. GRADING LEGEND PROPOSED SPOT ELEVATION CONTRACTOR TO MATCH EXISTING ELEVATION. IF MATCHING TO EXISTING CONDITION DOES NOT ALLOW FOR PROPER WATER DRAINAGE CONTACT LANDSCAPE ARCHITECT. EXISTING CONTOURS PROPOSED CONTOURS WATER INTAKES FLARED END SECTION GRADING BREAK LINE POINT-OF-CURVATURE TOP OF CURB BOTTOM OF CURB INTAKE RIM ELEVATION HIGH POINT TC BC RIM HP PC SCALE: 20'0' 1"=10'01 PLAZA ENLARGEMENT PLAN SCALE: 20'0' 1"=10'02 PLAZA ENLARGEMENT PLAN SCALE: 20'0' 1"=10'03 PLAZA ENLARGEMENT PLAN SOUTH QUAD PAVING6-23-2021ASI 018 NOTE: FOUNDATION OF HOME PLATE FEATURE BENCH IS TO SLOPE IN UNIFORM PLANE AS SHOWN ON PLAN TO ENSURE POSITIVE DRAINAGE AROUND SUBSTRUCTURE. MIRACLE COMPLEX GRADING3-10-2022ASI 032 ASI 32 ASI 32 12:30 pm Tuesday, March 15, 2022 Triumph Park Waukee, Ia City of Waukee Project: Location: Owner: Letting Date: Phone 515-266-3111 Fax 515-265-4565 5088 E. University Ave. Des Moines, Iowa 50327 20-0812NT-2 DESCRIPTION AMOUNTUNIT PRICEUNITQUANTITYITEM 1 Angela Price From:Erik Gruber Sent:Monday, April 4, 2022 10:27 AM To:Angela Price; Chris Lopez Subject:RE: Triumph Park - Updated Grading CAD From: Erik Gruber Sent: Tuesday, March 15, 2022 8:57 AM To: Angela Price <aprice@larsonconst.com>; Chris Lopez <clopez@larsonconst.com> Subject: FW: Triumph Park - Updated Grading CAD Pricing from Bishop Engineering for ASI #32. Erik Gruber Project Engineer – Waukee NW HS, Waukee 8/9 School & Triumph Park Triumph Park Field Office 655 NW 10th ST Waukee, IA 50263 Cell: 319-327-4050 From: Justin Stevens <jstevens@bishopengr.com> Sent: Tuesday, March 15, 2022 8:03 AM To: Erik Gruber <egruber@larsonconst.com> Subject: RE: Triumph Park - Updated Grading CAD Erik – There shouldn’t be any additional cost for the crew. The additional cost to revise my cad file is $220.00. Thanks. Justin K. Stevens, Survey Coordinator jstevens@bishopengr.com Office: (515)-276-0467 3501 104th Street Urbandale, IA 50322 www.bishopengr.com 2 Upon Acceptance of this drawing or other data or any electronic media generated and provided by Bishop Engineering Company, Inc., the recipient covenants and agrees that all such drawings and data are instruments of service and belong to Bishop Engineering Company Inc. These files are transmitted without warranty as to their accuracy or suitability for the purpose to which the recipient intends to use them. The recipient agrees to waive all claims against Bishop Engineering Company Inc. resulting in any way from any unauthorized changes or reuses of the drawings of data. In addition, the recipient agrees, to the fullest extent permitted by law, to indemnify and hold Bishop Engineering Company Inc. harmless from any damage, liability or cost, including attorney’s fees and cost of defense, arising from any changes or reuse of files(s). The drawings shall not be used or copied for any other project. From: Erik Gruber <egruber@larsonconst.com> Sent: Monday, March 14, 2022 4:03 PM To: Justin Stevens <jstevens@bishopengr.com> Subject: FW: Triumph Park - Updated Grading CAD From: John Aceto <jaceto@thinkconfluence.com> Sent: Monday, March 14, 2022 2:32 PM To: Erik Gruber <egruber@larsonconst.com>; Eric Slessor <eslessor@larsonconst.com>; Will Porter <wporter@larsonconst.com> Cc: Matt Carlile <mcarlile@thinkconfluence.com> Subject: Triumph Park - Updated Grading CAD Hello All, Please see the attached zip file for the updated grading plan for Triumph Park around the miracle complex per ASI 32. Thanks! John ITEM #Company Description Quantity Unit Labor Material Bid Form Unit Cost Lump Sum TOTAL 1 Elder grading ls 8,135.00$ 8,135.00$ 2 Bishop Enigneering update CAD file ls 220.00$ 220.00$ 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 -$ -$ 8,355.00$ Change Order Request #048 - Subcontractors TOTAL ITEM #DESCRIPTION Quantity Unit Labor Material Unit Cost TOTAL 1 Man hours to review, stake, grade and coordination 112 68.42$ 7,663.04$ 2 -$ 3 -$ 4 -$ 5 -$ 6 -$ 7 -$ 8 -$ 9 -$ 10 -$ 11 -$ 12 -$ 13 -$ 14 -$ 15 -$ 7,663.04$ - LCCI ItemsChange Order Request #048 - FINAL TOTAL 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors 8,672.00$ Supplier -$ LCCI -$ Sub-Total 8,672.00$ 5% OH&P (Subcontractors)433.60$ 10% OH&P (LCCI/Suppliers)-$ 1.5% Bond 136.58$ TOTAL 9,242.18$ Respectfully, Angie Price Larson Construction Co., Inc. Per PR #009 - RFI #107 - Practice Field Batting Tunnel Subdrainage Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com April 18, 2022 Change Order Request #049 COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS thinkconfluence.com PR-09 Scope Revision 1. Add: Approx. 135’-6” LF of 2” diameter subdrainage per practice field batting tunnel (4 total), equaling 542 LF total of subdrainage. Connect to existing subdrainage Attachments Supplemental sketch PR09. End of PR-09 DATE: 4-15-2021 PROJECT: Triumph Park PROJECT #: 17393-02 LOCATION: Waukee, Iowa OWNER: City of Waukee Parks and Recreation CONSULTANT: Confluence CONTACT: John Aceto 525 17th Street Des Moines, IA 50309 jaceto@thinkconfluence.com 515-288-4875 This Proposal Request (PR) forms a part of the Contract Documents for the project. The Proposal Request modifies the original bidding documents dated July 23, 2020 with amendments and additions noted below. The contractor shall issue a proposal of adjusted contract sum for the proposed modifications. ST ST ST ST ST ST S T ST ST ST ST ST ST ST STSTSTST S T S T ST ST ST ST STSTSTST STSTSTST 40'80'20'0' PRACTICE BATTING TUNNEL SUBDRAINAGE ADDITIONAL 2" DRAIN TILE = 135.5 LF PER TOTAL (X4) = 542 LF TYPICAL PRACTICE FIELD ST EXISTING SUBDRAINAGE ST PROPOSED 2" DIAMETER SUBDRAINAGE REF. DWG. SP# ---- CONFLUENCE PROJECT NO: 17393-02 DATE: 04-15-2022 SCALE: NOT TO SCALE PR-09 TRIUMPH PARK WAUKEE, IOWA SHEET P.O. Box 112 INDEPENDENCE, IOWA 50644 Telephone (319) 334-7061 Fax (319) 334-4474 Web-site: larsonconst.com PROJECT:Triumph Park RFI #107 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: REQUEST FOR INFORMATION Additional Drainage in practice quads Larson Construction 4/15/2022 Action Required by: Confluence Ann Schwartz/Travis SchwartzAngie Price Iowa Sports Turf is submitting the following request for information: I would like to request an additional line of drain tile to extend into both the batting cages on the practice quads. The existing drainage runs right beside it but needs more under the synthetic surface. The current east practice pod bullpens are lakes. 2" drain tile in pea gravel. As discussed during the April 14, 2022 owner/design team meeting, Iowa Sports Turf installed the additional drainage in the west practice quad. Drainage is working as expected; there is no standing water. Please issue a PR to proceed with the additional work. Please prepare change order for additional subdrainage under batting tunnels per PR-09. John Aceto 4-15-2022 Line Total $8,672.00 Subtotal $8,672.00 $0.00 Sales Tax $- Total $8,672.00 Thank you for your business! 742 NE 47th PL, Des Moines, IA 50313 Phone: 515.202.5120 caseys@iowasportsturf.com If you have any questions concerning this quote, contact Casey Scheidel. Special Notes and Instructions Above information is not an invoice and only a price for the services/goods described above. Quote is valid for 30 days. Please confirm your acceptance of this quote by signing this document Signature Print Name Date Quote April 15, 2022 Customer:Quote/Project Description Larson Construction PR-09 Description 542 LF of 2" subdrainage in 4 batting cage locations Connect to existing subdrainage ITEM #Company Description Quantity Unit Labor Material Bid Form Unit Cost Lump Sum TOTAL 1 Iowa Sports Turf subdrainage in 4 batting cages ls 8,672.00$ 8,672.00$ 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 -$ -$ 8,672.00$ Change Order Request #049 - Subcontractors TOTAL 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors Van Maanen 11,683.75$ Supplier -$ LCCI -$ Sub-Total 11,683.75$ 5% OH&P (Subcontractors)584.19$ 10% OH&P (LCCI/Suppliers)-$ 1.5% Bond 184.02$ TOTAL 12,451.96$ Respectfully, Angie Price Larson Construction Co., Inc. Per PR #008 - Miracle Building Fiber Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com June 22, 2022 Change Order Request #050 - FINAL COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS thinkconfluence.com PR-08 Scope Revision 1. Remove: 6-strand single mode fiber cable (approximately 1000’-0”) routed from Concessions #1 to Miracle Building Column. 2. Add: Provide two (2) surface mounted quad receptacles @ 42” AFF inside Miracle Building Storage / Mech room 3-100 on plywood backboard to serve new IDF cabinet, coordinate with final cabinet location. Connect to spare breaker in panel L3 with #12 wire and ¾” conduit. 3. Add: Provide one (1) wall mounted cabinet equal Chatsworth 11900-724. a. Provide 4’-0”x8’-0” sheet of ¾” AC grade plywood backboard with fire resistant paint on wall for mounting and securing all network equipment. b. Provide telecommunications ground bar and all necessary grounding and bonding per NEC requirements. c. Provide one (1) rack mount PoE surge protector equal to Ditek DTK-RM12POE to be located within wall mounted cabinet. d. Coordinate OFOI equipment within wall mounted cabinet for final terminations. 4. Add: Provide one (1) category 6 cable from new IDF rack in Storage Room 3-100 to pole mounted surveillance cabinet (approximately 35’-0”) on building column for CAM-3. a. Provide one (1) PoE surge protector equal to Ditek DTK-MRJPOE to be located within pole mounted surveillance cabinet. Attachments Supplemental sketch PR08-T1. End of PR-08 DATE: 4-11-2021 PROJECT: Triumph Park PROJECT #: 17393-02 LOCATION: Waukee, Iowa OWNER: City of Waukee Parks and Recreation CONSULTANT: Confluence CONTACT: John Aceto 525 17th Street Des Moines, IA 50309 jaceto@thinkconfluence.com 515-288-4875 This Proposal Request (PR) forms a part of the Contract Documents for the project. The Proposal Request modifies the original bidding documents dated July 23, 2020 with amendments and additions noted below. The contractor shall issue a proposal of adjusted contract sum for the proposed modifications. Date: Sheet: Revision to Drawing: 300 4th Street West Des Moines, Iowa 50265 515.724.7938 04/08/2022 TRIUMPH PARK WAUKEE / IOWA PR No.: 08Date: Project No.: 17393 T001, 3-T101, T300 NEW WORK AREA OUTLETS SERVING TELEPHONE SYSTEM NEW WORK AREA OUTLETS SERVING WORKSTATIONS, NETWORK PRINTERS AND OTHER DEVICES OWNER PROVIDED AND INSTALLED WIRELESS ACCESS POINTS LEGEND: UNSHIELDED TWISTED PAIR CABLING - CATEGORY 6 12-STRAND SINGLE MODE FIBER OPTIC CABLING - OS2, OUTDOOR 4/C 12/SM 6-STRAND SINGLE MODE FIBER OPTIC CABLING - OS2, OUTDOOR 6/SM CONTRACTOR PROVIDED AND INSTALLED VIDEO SURVEILLANCE CAMERAS. *NOTE: SEE SPECIFICATIONS FOR MORE INFORMATION ON WIRE TYPES.* NOTE: BACKBONE INFRASTRUCTURE IS ILLUSTRATED IN A STAR TOPOLOGY. CONDUIT PATHWAYS BETWEEN BUILDINGS WILL BE ROUTED IN A "DAISY CHAIN" FASHION. ENSURE ALL NEW INFRASTRUCTURE IS ROUTED CONTINUOUS AND WITHOUT SPLICE. PROVIDE A 50 FOOT SERVICE LOOP INSIDE EACH BUILDING FOR ALL INCOMING INFRASTRUCTURE. TAP INTO EXISTING FIBER BY WAY OF MID-CABLE ENTRY TO EXTEND NEW 12-STRAND SINGLEMODE FIBER TO SITE. IDF 4/C 4/C 4/C 4/C MIRACLE BLDG IDF 4/C 4/C 4/C 4/C CONCESSIONS #1 MDF 4/C 4/C 4/C 4/C MAINTENANCE BLDG IDF 4/C 4/C 4/C 4/C CONCESSIONS #2 IDF 4/C 4/C 4/C 4/C CONCESSIONS #3 HH-3 HH-4 HH-5 HH-6 HH A3.1HH BANK2 HH BANK3 HH BANK4 HH-2HH-1 FIBER HUB CABINET JOINT UTILITY TRENCH WAUKEE WIDE AREA NETWORK 3" PATHWAY FOR FUTURE 12/SM12/SM6/SM6/SM 12/SM 48/SM 48/SM48/SM 48/SM 72/SM72/SM72/SM72/SM LIGHT POLE (1) CAT6 12-STRAND SINGLEMODE FIBER (PARK BACKBONE/TRUNK) 48-STRAND SINGLEMODE FIBER (PARK BACKBONE/TRUNK) 12-STRAND SINGLEMODE FIBER 6-STRAND SINGLEMODE FIBER CATEGORY 6 CABLE 72-STRAND SINGLEMODE FIBER (CITY BACKBONE/TRUNK) 3" PATHWAY FOR FUTURE 3" CONDUIT PATHWAY 1 T W W W G G G W D D 1.J 3.23.1 3.B 3.C 3-100 STORAGE / MECH / JC 3-100 T301 2 1 CAM-3 +144" 7 T300 A TGB PLYWOOD BACKBOARD +42" +42" CHATSWORTH INC. 119700-724 24" 24" 24" LOCKABLE GLASS MANUF. MODEL HEIGHT WIDTH DEPTH DOOR ACC. NOTES: A. RACK DIAGRAM IS FOR RACK HARDWARE BIDDING PURPOSES AND NOT AS A FINAL LAYOUT. MOUNT ALL EQUIPMENT IN A MANNER THAT EFFICIENTLY SERVES EACH ROOM. PROVIDE ALL REQUIRED HARDWARE, SOFTWARE, PROGRAMMING, CABLING AND ACCESSORIES NECESSARY FOR A COMPLETE SYSTEM. FIBER SHELF RACK DIAGRAM POWER COND. 12 RACK UNITSSPACE LOCATION STORAGE 3-100 24-PORT PATCH PANEL HORIZONTAL MANAGER NETWORK SWITCH* HORIZONTAL MANAGER 1500VA UPS* RACK SPECIFICATIONS 3 RACK DIAGRAM - MIRACLE BLDG IDF 8 8 30 20 10 8 8 30 20 10 8X6 TEE HYDRANT ASSEMBLY CO CO CO HH-3 3" CONDUIT PATHWAY 3" CONDUIT PATHWAY STORAGE ROOM 3-100 3" CONDUIT PATHWAY MIRACLE BUILDING 4 PARTIAL SITE PLAN - TECHNOLOGY2MIRACLE BUILDING PARTIAL FLOOR PLAN - TECHNOLOGY PoE SURGE PROTECTOR * INDICATES OWNER PROVIDED EQUIPMENT. TELECOMMUNICATION RISER DIAGRAM - REVISED PER ASI# 24r PR08-T1 4 -20amp Outlets 1 -Ground Bar 1 -Sheet of 4' x 8' Plywood w/Fire Paint 2 -4sq Boxes 4 -3/4" Connectors 10 -3/4" EMT 2 -3/4" EMT Straps 15 -#6 Wire for Ground Bar -VMT Quote - see attached. Hours x $65.00 Material:$195.75 Labor:$507.00 10% O&M:$70.27 VMT Quote:$10,391.18 VME 5% O&M:$519.55 Total:$11,683.75 4/26/2022 Date Date Material: 7.8 Contractor: Larson Construction Project Name: Waukee Triumph Park Approved by Approved by PR - 8 Project Address: Waukee, IA Labor: Revise fiber per instruction. Description: Newton, IA 50208 641-791-9473 Office Proposal Request 500 Iowa Speedway Drive ITEM #Company Description Quantity Unit Labor Material Bid Form Unit Cost Lump Sum TOTAL 1 Van Maanen ls 11,683.75$ 11,683.75$ 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 -$ -$ 11,683.75$ Change Order Request #050 - Subcontractors TOTAL 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors Earthworks 9,120.00$ Supplier -$ LCCI 547.92$ Sub-Total 9,667.92$ 5% OH&P (Subcontractors)456.00$ 10% OH&P (LCCI/Suppliers)54.79$ 1.5% Bond 152.68$ TOTAL 10,331.39$ Respectfully, Angie Price Larson Construction Co., Inc. Per PR #013r - Erosion Control at Bioswales Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com June 22, 2022 Change Order Request #051 - FINAL COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS thinkconfluence.com PR-13r Scope Revision 1. Add: Erosion Control Blanket (Flexamat or similar product) to (28) curb cut locations as shown on attached sketch. Each location to be 5’x8’ for a total area of 1,120 SF of erosion control blanket. a. Transplant existing trees, shrubs, and perennials within footprints of erosion control blanket to open areas within bioswale. Attachments PR-13 (1) Supplemental Sketch End of PR-13r DATE: 5-9-2021 PROJECT: Triumph Park PROJECT #: 17393-02 LOCATION: Waukee, Iowa OWNER: City of Waukee Parks and Recreation CONSULTANT: Confluence CONTACT: John Aceto 525 17th Street Des Moines, IA 50309 jaceto@thinkconfluence.com 515-288-4875 This Proposal Request (PR) forms a part of the Contract Documents for the project. The Proposal Request modifies the original bidding documents dated July 23, 2020 with amendments and additions noted below. The contractor shall issue a proposal of adjusted contract sum for the proposed modifications. RE F . D W G . CO N F L U E N C E P R O J E C T N O : 1 7 3 9 3 - 0 2 SC A L E : N O T T O S C A L E SH E E T DA T E : 0 5 - 0 9 - 2 0 2 2 PR - 1 3 r TR I U M P H P A R K WA U K E E , I O W A 1" = 3 0 ' 1 P R - 1 3 FL E X A M A T L O C A T I O N S I N B I O S W A L E S 01 8'-0" TYP. 5' - 0 " TY P . NOTE: 1.ALL PLANTINGS WITHIN 5'X8' EROSION CONTROL BLANKET SHALL BE TRANSPLANTED TO LOCATIONS ADJACENT TO BLANKET. Earthworks Erosion Control, LLC 10372 NW 40th St. Polk City, IA 50226 (402) 650-9533 earthworkserosion@gmail.com INVOICE BILL TO eric larson INVOICE #14542 DATE 05/18/2022 DUE DATE 05/18/2022 TERMS Due on receipt DESCRIPTION AMOUNT Erosion Control Triumph Park install flexamat, 1,200 @ $7.60 9,120.00 BALANCE DUE $9,120.00 ITEM #DESCRIPTION Quantity Unit Labor Material Unit Cost TOTAL 1 Labor hours - late change request facilitation to complete rework 8 hrs 68.49$ 547.92$ 2 -$ 3 -$ 4 -$ 5 -$ 6 -$ 7 -$ 8 -$ 9 -$ 10 -$ 11 -$ 12 -$ 13 -$ 14 -$ 15 -$ 547.92$ - LCCI ItemsChange Order Request #051 TOTAL 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors -$ Supplier IEP 1,900.00$ LCCI 427.52$ Sub-Total 2,327.52$ 5% OH&P (Subcontractors)-$ 10% OH&P (LCCI/Suppliers)232.75$ 1.5% Bond 38.40$ TOTAL 2,598.68$ Respectfully, Angie Price Larson Construction Co., Inc. Per PR #012 - Dougout/Backstop Foul Ball Guards Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com June 22, 2022 Change Order Request #052r - Final COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS thinkconfluence.com PR-12 Scope Revision 1. Add: (26) total 4’ length segments of 4x4x3/8” steel angle iron, painted black. Affix to dugout with lag bolts also painted black as shown on attached sketch. Attachments PR-12 (1) Supplemental Sketch End of PR-12 DATE: 5-8-2021 PROJECT: Triumph Park PROJECT #: 17393-02 LOCATION: Waukee, Iowa OWNER: City of Waukee Parks and Recreation CONSULTANT: Confluence CONTACT: John Aceto 525 17th Street Des Moines, IA 50309 jaceto@thinkconfluence.com 515-288-4875 This Proposal Request (PR) forms a part of the Contract Documents for the project. The Proposal Request modifies the original bidding documents dated July 23, 2020 with amendments and additions noted below. The contractor shall issue a proposal of adjusted contract sum for the proposed modifications. 4' - 0 " 112" PLAN SECTION TOP OF BACKSTOP WALL BACKSTOP POLE 3" 4" DUGOUT MASONRY WALL 4X4X3 8" STEEL ANGLE IRON, PAINTED BLACK BACKSTOP POLE FRONT EDGE OF BACKSTOP WALLDUGOUT MASONRY WALL 1' - 2 " 1' - 2 " 1' - 2 " 3" METAL WALL COPING LAG BOLT, PAINT BLACK TO MATCH ANGLE IRON 4X4X3 8" ANGLE IRON, PAINTED BLACK LAG BOLT, PAINT BLACK TO MATCH ANGLE IRON 3" 4" REF. DWG. 13 L511 CONFLUENCE PROJECT NO: 17393 DATE: 05-06-2022 SCALE: NOT TO SCALE PR-12 TRIUMPH PARK CITY OF WAUKEE, IOWA SHEET N.T.S L511 FOUL BALL GUARD09 Iowa Engineered Processes 513 17th Street SE Independence, IA 50644 Date:5/11/2022 Project:Triumph Park Subject:PR - 12 Description Add (26) Angle 4x4x3/8 Galvanzied + Painted Black. 4' Long With Holes Per Print Cost 3,163.86$ Delivery:450.00$ Mark Up 10%361.39$ Total Fabrication:3,975.25$ Exclusions * Onsite Installation Steve Gruber Business Manager Iowa Engineered Processes ITEM #DESCRIPTION Quantity Unit Labor Material Unit Cost TOTAL 1 Labor to install of angle iron (3 hrs, 2 guys)-$ -$ -$ 2 3 hrs @ 68.42 48 68.49$ 3,287.52$ 3 3 OT hrs @ 102.63 -$ 4 small tools (3%) 5 -$ 6 credit per angle iron piece -26 110.00$ (2,860.00)$ 7 -$ 8 -$ 9 -$ 10 -$ 11 -$ 12 -$ 13 -$ 14 -$ 15 -$ 427.52$ - LCCI ItemsChange Order Request #052r - Final TOTAL ITEM #Company Description Quantity Unit Material Bid Form Unit Cost TOTAL 1 IEP 4x4 angle iron, drilledm, galvanized, painted 26 ls 73.08$ 1,900.00$ 2 ls -$ -$ 3 ls -$ -$ 4 ls -$ -$ 5 -$ 6 -$ 7 -$ 8 -$ 9 -$ 10 -$ 11 -$ 12 -$ 13 -$ 14 -$ 15 -$ 1,900.00$ Change Order Request #052r - Final - Suppliers TOTAL 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors -$ Supplier -$ LCCI 3,717.27$ Sub-Total 3,717.27$ 5% OH&P (Subcontractors)-$ 10% OH&P (LCCI/Suppliers)371.73$ 1.5% Bond 61.33$ TOTAL 4,150.33$ Respectfully, Angie Price Larson Construction Co., Inc. Per PR #010 - Trail Connection Grading Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com June 22, 2022 Change Order Request #053 - FINAL COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS thinkconfluence.com PR-10 Scope Revision 1. Remove: Approx. 300 SF of existing pavement. Replace paving with revised spot elevations shown on attached sketch. 2. Revise: Spot elevations as shown on attached sketch to match existing spot elevations. Attachments Supplemental sketch PR-10. End of PR-10 DATE: 4-22-2021 PROJECT: Triumph Park PROJECT #: 17393-02 LOCATION: Waukee, Iowa OWNER: City of Waukee Parks and Recreation CONSULTANT: Confluence CONTACT: John Aceto 525 17th Street Des Moines, IA 50309 jaceto@thinkconfluence.com 515-288-4875 This Proposal Request (PR) forms a part of the Contract Documents for the project. The Proposal Request modifies the original bidding documents dated July 23, 2020 with amendments and additions noted below. The contractor shall issue a proposal of adjusted contract sum for the proposed modifications. TC 995.49 BC 994.99 TC 995.60 BC 995.10 TC 995.73 BC 995.23 TC 996.03 BC 995.53 994.16 EX 994.64 994.82 994.84994.64 995.17 995.23 995.30 995.18 EX 996.73 EX 996.73 995.10 EX 994.53 994.45 994.30 1.55% 995.79 995.94 995.04 994.95 995.42 995.47 994.48 994.56 994.39 RIM 991.00 991.63 991.20 991.40 990.32 9 9 3 9 9 4 9 9 5 9 9 6 9 9 8 1 0 0 0 1 0 0 1 1000.97 992.69 991.60 990.34 991.05 991.25 990.73 992.54 990.18 EX 989.97 EX 990.01 EX 991.54 EX 991.42 991.12 RE F . D W G . SC A L E : N O T T O S C A L E SH E E T 01 / 0 1 CO N F L U E N C E P R O J E C T N O : 1 7 3 9 3 - 0 2 DA T E : 4 - 2 2 - 2 0 2 2 PR - 1 0 TR I U M P H P A R K WA U K E E , I O W A 1' = 1 0 ' 1 P R - 1 0 NO R T H E A S T T R A I L C O N N E C T I O N 1 CONCRETE PAVING NOT CURRENTLY EXISTING, REVISE SPOT ELEVATIONS TO BE AS SHOWN ON THIS PLAN. SAWCUT AND REMOVE EXISTING CONCRETE PAVING, REPLACE WITH SPOT ELEVATIONS AS SHOWN ON THIS PLAN. PR10 1' = 2 0 ' 1 P R - 1 0 SO U T H E A S T T R A I L C O N N E C T I O N 1 EX ~991.67 EX ~992.02 EX ~990.94 EX ~989.55 NOTE: EX. = CURRENT EXISTING SPOT ELEVATION ACCORDING TO AS-BUILT ELEVATION FROM IN-FIELD SURVEY SHOTS. ALL AS BUILT ELEVATIONS ARE APPROXIMATE. THIS LINE DENOTES THE CONSTRUCTED EDGE OF PAVING TO-DATE. NO CONCRETE PAVING IS NEEDED TO BE REMOVED IN THIS LOCATION. THIS LINE DENOTES THE CONSTRUCTED EDGE OF PAVING TO-DATE. NO CONCRETE PAVING IS NEEDED TO BE REMOVED IN THIS LOCATION. PR10 PR10 PR 10 L2 0 3 L2 0 8 1 Angela Price From:Alisha Schmitz Sent:Wednesday, May 18, 2022 10:22 AM To:Angela Price Subject:RE: Triumph: Emailing: PR #010 - Trail Connection Grading Larson costs - Remove 300 sf of 6" paving - $1.35 / sf for removal Replace 300 sf of 6" paving - $6.50 / sf for replacement and regrading Haul off of concrete - 6 hours for a dump truck at $125/hr with operator Skid loader - 4 hours at $126 per hour This should be all of the costs. ITEM #DESCRIPTION Quantity Unit Labor Material Unit Cost TOTAL 1 remove 6" paving 300 sq ft 1.35$ 405.00$ 2 regrade / replace 6" pavings 300 sq ft 6.50$ 1,950.00$ 3 Haul off concrete 6 hrs 125.00$ 750.00$ 4 skid loader and operator 4 hrs 126.00$ 504.00$ 5 small tools (3%)108.27$ 6 -$ 7 -$ 8 -$ 9 -$ 10 -$ 11 -$ 12 -$ 13 -$ 14 -$ 15 -$ 3,717.27$ - LCCI ItemsChange Order Request #053 TOTAL 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors (2,161.64)$ Supplier -$ LCCI -$ Sub-Total (2,161.64)$ 2.5% OH&P (Subcontractors)-$ 5% OH&P (LCCI/Suppliers)-$ 0.75% Bond -$ TOTAL (2,161.64)$ Respectfully, Angie Price Larson Construction Co., Inc. Per ASI #033 - Kiosk Sign Panels Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com June 22, 2022 Change Order Request #054 - FINAL COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS thinkconfluence.com ASI 33 ATTENTION: Angie Price DATE: May 3, 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. L709 – SIGNAGE DETAILS – Issue Full Sheet a. Revision: All kiosk sign panels are to be owner supplied. End of ASI 33 IJIJ NOTE: POLE LIGHTING MODEL - PARKWAY SQUARE® ACCENT (PKWS) SALES REPRESENTATIVE - ARCHITECTURAL AREA LIGHTING LIGHTING SOLUTIONS OF IOWA, INC. 515.965.8773 515.965.8759 (FAX) SALES REPRESENTATIVE 1250 SW STATE ST. STE D ANKENY, IA 50023 1.INSTALL PER MANUFACTURER RECOMMENDATIONS. 2.INSTALLATION & MOUNTING THE PKWS SHALL BE FACTORY SUPPLIED AS A COMPLETE, PREWIRED ASSEMBLY. THE FIXTURE SHALL SLIP OVER A 3” OPEN TOP ROUND POLE THE POLE IS SECURED AND LEVELED WITH 4 STAINLESS STEEL SET SCREWS POLE ACCESSORY- BANNER ARMS MODEL - BBS4-12 SINGLE ASSEMBLY FOR 4" O.D. POLE, 12" ARM MANUFACTURER - ARCHITECTURAL AREA LIGHTING SECTION TO T A L H E I G H T 1 5 ' - 0 " 4' - 0 " 1'-6" DIA. 3' - 0 " BA N N E R 1'-0" ARM SIGNAGE NOTES: 1.REFER TO SIGN DETAILS FOR INFORMATION ON SIGN PANELS TEXT AND FONT. 2.REFER TO MANUFACTURER SPECS FOR INFORMATION ON PRODUCT ACCESSORIES, BASE PLATES AND ANCHORS. 3.ALL SIGNS TO BE SURFACE MOUNTED UNLESS OTHERWISE SPECIFIED BY LANDSCAPE ARCHITECT OR PROJECT MANAGER. 3” ROUND POLE; RE: MANUFACTURER SPECS COLOR: BLACK CONCRETE FOOTING PKWS FIXTURE; RE: MANUFACTURER SPECS COLOR: BLACK VINYL CLOTH BANNER; PROVIDED BY THE CITY. LOCATED OPPOSITE TO THE ADJACENT PATH BANNER ARMS AND ASSEMBLY RE: MANUFACTURERS SPECS COLOR: BLACK ANCHORING SYSTEM AND COMPONENTS TO BE PROVIDED BY LIGHT POLE MANUFACTURER ISOLATION JOINT ADJACENT TO CONCRETE WALKWAY 3 #3 TIES @3" O.C. ELEVATIONSECTION PLAN 2"2" SIGNAGE NOTES: 1.INFORMATION ON SIGN PANELS, TEXT, FONT AND COLOR: TBD. 2.REFER TO MANUFACTURER SPECS FOR INFORMATION ON PRODUCT ACCESSORIES, BASE PLATES AND ANCHORS. 3.ALL SIGNS TO BE SURFACE MOUNTED UNLESS OTHERWISE SPECIFIED BY LANDSCAPE ARCHITECT OR PROJECT MANAGER. 1'-4" 4' - 0 " 6' - 0 " 6" 1'-4" 4' - 0 " 6" 4'-3" 1'-4" 4' - 0 " 3' - 0 " 4'-0" 8" 4" 8" 8" 4'-3" 2" 2"2" 1'-4"1'-4" 1" THICK RECTANGULAR ALUMINUM BASE PLATE. ALUMINUM STEEL THREADED ROD GLUED INTO CONCRETE W/CONCRETE ANCHORING EPOXY CAST IN PLACE SQUARE PIER FOOTINGS W/ (6) #5 VERTICAL AND #4 TIES @ 8" O.C. 6" X 1-1/2" X 1 4" THICKNESS RECTANGLE ALUMINUM TUBE (SHARP CORNERS) PAINTED: BLACK 8" X 2" X 1 4" THICKNESS RECTANGLE ALUMINUM STEEL TUBE ON BOTH THE SIDES (SHARP CORNERS) PAINTED : BLACK 3 8" THICK ALUMINUM FLAT BAR, CUT TO SHAPE AND WELDED PAINTED: BLACK STAINLESS STEEL DECORATIVE BOLT PATTERN AS SHOWN 1 4" THICK KIOSK SIGN PANEL BOLTED TO THE ALUMINUM FLAT BAR ON BOTH THE SIDES, SUPPLIED BY OWNER 3 #3 TIES @3" O.C.3 #3 TIES @3" O.C. (2) 16 GA ALUMINUM FOUNDATION SLEEVE DUGOUT ROOF, SEE ROOF PLAN (5) ALUMINUM ROOF SUPPORT POSTS 8"X8"X16" CMU DUGOUT 4'-0" 1' - 4 " MI N 3 ' - 6 " MO U N T I N G H E I G H T 1'-4" 8" MI N . 7" 1 4" DEPTH SANDBLASTED LETTERING, 7" IN HEIGHT ON A PRECAST CONCRETE BLOCK PAINTED IN BLACK NUMBERS TO MATCH THOSE INDICATED AT LOCATIONS ON SHEETS L700-L704 16" X48" X 8" PRECAST CONCRETE BLOCK RE: LAYOUT PLAN FOR LOCATIONS (2) 16 GA ALUMINUM FOUNDATION SLEEVE DUGOUT ROOF, SEE ROOF PLAN (5) ALUMINUM ROOF SUPPORT POSTS 8"X8"X16" CMU DUGOUT 4'-0" 1' - 4 " MI N 3 ' - 6 " MO U N T I N G H E I G H T 8" MIN 8" MI N . 4" 1 4" DEPTH SANDBLASTED LETTERING, 7" IN HEIGHT ON A PRECAST CONCRETE BLOCK PAINTED IN BLACK 16" X48" X 8" PRECAST CONCRETE BLOCK RE: LAYOUT PLAN FOR LOCATIONS 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 7 0 0 S i t e S i g n a g e P l a n / D r a w n b y : X X / C h e c k e d b y : X X 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 N.T.S. L709 PLAN AND ELEVATION: INFORMATIONAL KIOSK; TYP.04 N.T.S. L709 ELEVATION: BANNER SIGNAGE, TYP.03 N.T.S. L709 ELEVATION: DUGOUT FIELD ID, TYP.01 SIGNAGE DETAILS L709 N.T.S. L709 SECTION: MIRACLE FIELD DUGOUT SIGNAGE02 KIOSK SIGNAGE PANEL05-03-2022ASI 033 ASI 33 Denver, Colorado Omaha, Nebraska Des Moines, Iowa Grinnell, Iowa Iowa City, Iowa Chicago, Illinois 4/22/22 COR3 ATTN:197860 Project: Item Description:Price QTY.Total 1 ($540.41)4 ($2,161.64) 2 3 4 5 6 7 8 9 10 11 12 13 $190,914.00 $16,612.00 $207,526.00 ($2,161.64) $205,364.36 $0.00 Estimated lead time is <XX> weeks from ASI change order approval. Pending Change Order Requests (not included in new Contract Sum) Original Contract Sum ASI will commence with these changes once a valid change order has been received and validated by our accounting department. Verbal, email or other forms of notices to proceed, generally will not be accepted as formal approval to proceed with these changes. New Contract Sum Including this Change Order Net Change by previous authorized Change Orders Contract Sum Prior to this Change Order Contract Sum will Increase/Decrease Independence, IA 50644 Jeff Mertz Date: Change Order Request No: Larson Construction Co PO Box 112 Contract/Job No: ASI Project No: Deduction for TBD copy of Kiosk Change Order Request Cuty of Waukee - Triumph Park Submitted By: ITEM #Company Description Quantity Unit Labor Material Bid Form Unit Cost Lump Sum TOTAL 1 ASI Signage deduction for TBD copy of Koisk 1 ls (2,161.64)$ (2,161.64)$ 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 -$ -$ (2,161.64)$ Change Order Request #054 - Subcontractors TOTAL 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors Van Maanen 2,135.24$ Supplier -$ LCCI -$ Sub-Total 2,135.24$ 5% OH&P (Subcontractors)106.76$ 10% OH&P (LCCI/Suppliers)-$ 1.5% Bond 33.63$ TOTAL 2,275.63$ Respectfully, Angie Price Larson Construction Co., Inc. Per PR #011 - Fishing Pier Insulated Grounding Conductor Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com June 22, 2022 Change Order Request #056 - FINAL COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS thinkconfluence.com PR-11 Scope Revision 1. Add: (1) #8 dedicated insulated grounding conductor from Panel L3 in Miracle Building to fishing pier through same 1” conduit used for pier lighting circuit. Bond fishing pier per NEC 555.13: a. All metal parts in contact with the water, all metal piping, and all non-current- carrying metal parts that are likely to become energized shall be connected to the grounding bus in the panelboard using solid copper conductors; insulated, covered or bare; not smaller than 8 AWG. Connections to bonded parts shall be made in accordance with 250.8. Attachments None. End of PR-11 DATE: 5-2-2021 PROJECT: Triumph Park PROJECT #: 17393-02 LOCATION: Waukee, Iowa OWNER: City of Waukee Parks and Recreation CONSULTANT: Confluence CONTACT: John Aceto 525 17th Street Des Moines, IA 50309 jaceto@thinkconfluence.com 515-288-4875 This Proposal Request (PR) forms a part of the Contract Documents for the project. The Proposal Request modifies the original bidding documents dated July 23, 2020 with amendments and additions noted below. The contractor shall issue a proposal of adjusted contract sum for the proposed modifications. 531'-#8 Ground 4 -Grounding Lugs 2 -1" Grounding Bushings 4 -1" Sealtite 2 -1" Sealtite Connectors 8 -1" Straps 40'-1" PVC 3 -PVC Boxes -Misc. Hardware Hours x $65.00 Material:$553.38 Labor:$1,387.75 10% O&M:$194.11 Total:$2,135.24 5/19/2022 Date Date Newton, IA 50208 641-791-9473 Office Proposal Request 500 Iowa Speedway Drive Material: 21.35 Contractor: Larson Construction Project Name: Waukee Triumph Park Approved by Approved by PR - 11 Project Address: Waukee, IA Labor: Provide dedicated ground for fishing pier.Description: 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors Elder, Bishop 9,066.25$ Supplier -$ LCCI labor/materials 18,730.28$ Sub-Total 27,796.53$ 5% OH&P (Subcontractors)453.31$ 10% OH&P (LCCI/Suppliers)1,873.03$ 1.5% Bond 451.84$ TOTAL 30,574.71$ Respectfully, Angie Price Larson Construction Co., Inc. Per PR #014r - Paving Additions Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com June 22, 2022 Change Order Request #057r - FINAL COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS thinkconfluence.com PR-14r Scope Revision 1. Add: Approx. 2,150 SF total of type 1 PCC (6” thickness) to (4) locations as shown in the attached sketches. 2. Add: Approx. 26 SF of concrete edging to synthetic turf edge at playground. Attachments PR-14r (1) Supplemental Sketch PR-14r (2) Supplemental Sketch PR-14r (3) Supplemental Sketch PR-14r (4) Supplemental Sketch End of PR-14r DATE: 5-13-2021 PROJECT: Triumph Park PROJECT #: 17393-02 LOCATION: Waukee, Iowa OWNER: City of Waukee Parks and Recreation CONSULTANT: Confluence CONTACT: John Aceto 525 17th Street Des Moines, IA 50309 jaceto@thinkconfluence.com 515-288-4875 This Proposal Request (PR) forms a part of the Contract Documents for the project. The Proposal Request modifies the original bidding documents dated July 23, 2020 with amendments and additions noted below. The contractor shall issue a proposal of adjusted contract sum for the proposed modifications. 1001.69 1001.64 1001.80 1000.54 1000.57 1000.39 1000.90 1000.57 1000.40 1001.05 1000.91 1000.44 1000.58 1000.44 1000.521000.52 1000.54 1001.59 999.71 999.80 999.64 999.56 RIM 996.291000.50 999.46 999.01 998.30 999.46 999.18 999.89 999.61 1001.07 1000.58 RIM 997.82 998.62 998.34 998.26 999.01 99 8 999 99 8 9 9 7 FL 997.36 FL 998.57 1001.85 1000.02 1000.38 999.88 998.26 999.22 998.96 TS 998.70 TS 999.77 TS 999.72 TS 998.75 998.77 999.41 1000.26 999.32 999.47 999.25 999.58 999.48 999.12 999.40 999.48 1000.40 1000.45 1000.53 1000.30 1000.53 RE F . D W G . SC A L E : N O T T O S C A L E SH E E T 01 CO N F L U E N C E P R O J E C T N O : 1 7 3 9 3 - 0 2 DA T E : 5 - 8 - 2 0 2 2 PR - 1 4 TR I U M P H P A R K WA U K E E , I O W A 1' = 2 0 ' 1 P R - 1 4 NW P R A C T I C E F I E L D W A L K S 1 PR 14 R 2 6 ' - 6 " 5'-8"8'-0" 5' - 8 " 6' - 0 " 5' - 1 0 " 8'-0" PR 14 994.27 994.40 RIM 992.09 991.48 991.54 991.63 991.58 994.97 992 9 9 1 99 3 990.78 992.43 992.15 TW 991.00 BW 991.00 TW 991.82 BW 991.17 TW 992.61 BW 991.31 TW 995.65 BW 991.98 TW 993.43 BW 991.44 TW 995.06 BW 991.89 TW 995.02 994.15 994.54 LP 994.07 994.64 994.73 LP 994.19 994.35 994.49 994.72 994.72 994.79 994.82 994.88 994.97 994.76 991.66 991.70 992.13 991.87 992.18 992.26 993.18 993.02 994.41 994.30 994 993 993.74 993.64 992.61 992.66 RE F . D W G . SC A L E : N O T T O S C A L E SH E E T 03 CO N F L U E N C E P R O J E C T N O : 1 7 3 9 3 - 0 2 DA T E : 5 - 8 - 2 0 2 2 PR - 1 4 TR I U M P H P A R K WA U K E E , I O W A 1' = 2 0 ' 3 P R - 1 4 MI R A C L E C O M P L E X W A L K 1 R16'-0" R2 0 ' - 0 " R5'-0" R 5 ' - 0 " 8'-0" RIM 992.03 RIM 992.76 RIM 993.82 996.00 995.99 996.07996.31 996.14 992.60 992.77 992.64 992.78 992.72 992.74 996.23 996.38 996.55 995.90 FFE 996.14 996 996 995 994 993 995.79 996.20 992.85 992.92 992.80 992.72 992.71 992.75 992.66 993.40 993.43 992.81 996.32 996.27 996.06 995.98 994.84 994.75 995.41 995.31 RE F . D W G . SC A L E : N O T T O S C A L E SH E E T 02 CO N F L U E N C E P R O J E C T N O : 1 7 3 9 3 - 0 2 DA T E : 5 - 1 3 - 2 0 2 2 PR - 1 4 r TR I U M P H P A R K WA U K E E , I O W A 1' = 2 0 ' 2 P R - 1 4 NE P R A C T I C E F I E L D W A L K S 1 5'-9"8'-0" 6'-0 " R23' - 0 " ' PR 14r 992 1'-0" RE F . D W G . SC A L E : N O T T O S C A L E SH E E T 03 CO N F L U E N C E P R O J E C T N O : 1 7 3 9 3 - 0 2 DA T E : 5 - 8 - 2 0 2 2 PR - 1 4 R TR I U M P H P A R K WA U K E E , I O W A 1' = 2 0 ' 3 P R - 1 4 MI R A C L E C O M P L E X W A L K 1 PR 14r ITEM #DESCRIPTION Quantity Unit Labor Material Unit Cost TOTAL 1 Add 2,150 SF 1 PCC to four sidewalk locations 2,150 sq ft 7.00$ 15,050.00$ 2 Add 26 LF concrete at edging only to synthetic turf 26 ln ft 29.00$ 754.00$ 3 Concrete - short load 1 600.00$ 600.00$ 4 -$ 5 -$ 6 Labor hours for facilitating and updating staking and documents 34 hr 68.42$ 2,326.28$ 7 -$ 8 -$ 9 -$ 10 -$ 11 -$ 12 -$ 13 -$ 14 -$ 15 -$ 18,730.28$ - LCCI ItemsChange Order Request #057r TOTAL From: Alisha Schmitz Sent: Wednesday, May 18, 2022 10:46 AM To: Angela Price Subject: RE: Triumph PR-14r.pdf 1. Add: Approx. 2,150 SF (380sf + 431 + 602 + 689) total of type 1 PCC (6” thickness) to (4) locations as shown in the attached sketches. - Adding 2150 sf at 6" paving - $7.00 / sf for placement material and labor and regrading = $15,050 2. Add: Approx. 26 SF of concrete edging to synthetic turf edge at playground. - $29/lf for labor = 26 * 29 = $754 - Concrete at a short load cost = $600 Need Elder costs for grading and backfill. From: Angela Price <aprice@larsonconst.com> Sent: Wednesday, May 18, 2022 9:26 AM To: Alisha Schmitz <aschmitz@larsonconst.com> Subject: Triumph PR-14r.pdf ITEM #Company Description Quantity Unit Labor Material Bid Form Unit Cost Lump Sum TOTAL 1 Elder 1 ls 6,500.00$ 6,500.00$ 2 Bishop Layout 1 ls 2,566.25$ 2,566.25$ 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 -$ -$ 9,066.25$ Change Order Request #057r - Subcontractors TOTAL 8:17 am Tuesday, May 10, 2022 Triumph Park Waukee, Ia City of Waukee Project: Location: Owner: Letting Date: Phone 515-266-3111 Fax 515-265-4565 5088 E. University Ave. Des Moines, Iowa 50327 20-0812NT-2 Project Notes DESCRIPTION AMOUNTUNIT PRICEUNITQUANTITYITEM 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors -$ Supplier 184.59$ LCCI 298.72$ Sub-Total 483.31$ 5% OH&P (Subcontractors)-$ 10% OH&P (LCCI/Suppliers)48.33$ 1.5% Bond 7.97$ TOTAL 539.62$ Respectfully, Angie Price Larson Construction Co., Inc. Frame FEC gap in Maintenance Building Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com June 22, 2022 Change Order Request #058 - FINAL COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS ITEM #DESCRIPTION Quantity Unit Labor Material Unit Cost TOTAL 1 Labor to install and paint 4 hrs 68.43$ 273.72$ 2 Materials 1 25.00$ 25.00$ 3 -$ 4 -$ 5 -$ 6 -$ 7 -$ 8 -$ 9 -$ 10 -$ 11 -$ 12 -$ 13 -$ 14 -$ 15 -$ 298.72$ - LCCI ItemsChange Order Request #058 TOTAL ITEM #Company Description Quantity Unit Material Bid Form Unit Cost TOTAL 1 IEP 4 metal plates 1 ls -$ 184.59$ 184.59$ 2 ls -$ -$ 3 ls -$ -$ 4 ls -$ -$ 5 -$ 6 -$ 7 -$ 8 -$ 9 -$ 10 -$ 11 -$ 12 -$ 13 -$ 14 -$ 15 -$ 184.59$ Change Order Request #058 - Suppliers TOTAL 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors 1st Interiors, Van Maanen, American Mechanical, A&M 4,205.49$ Supplier -$ LCCI 3,386.80$ Sub-Total 7,592.29$ 5% OH&P (Subcontractors)210.27$ 10% OH&P (LCCI/Suppliers)338.68$ 1.5% Bond 122.12$ TOTAL 8,263.36$ Respectfully, Angie Price Larson Construction Co., Inc. Per PR-07 and PR-007r - Maintenance Bldg Restroom Rework Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com August 9, 2022 Change Order Request #059 COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS thinkconfluence.com PR-07r Scope Revision 1. Revise: F4 lighting layout so that one (1) fixture is centered over the shower stall, adjust all other F4 lights in the space to provide equal/uniform coverage. Typical of both restrooms, refer to the attached drawing. 2. Revise: Exhaust fan to be installed at locations shown on the attached drawing. 3. Revise: Wall switch location for shower stall lighting and exhaust fans to be installed as shown on attached drawing. Attachments PR-ME08 – Maintenance Building Enlarged Restroom Plan – MEP End of PR-07r DATE: 3-16-2021 PROJECT: Triumph Park PROJECT #: 17393-02 LOCATION: Waukee, Iowa OWNER: City of Waukee Parks and Recreation CONSULTANT: Confluence CONTACT: John Aceto 525 17th Street Des Moines, IA 50309 jaceto@thinkconfluence.com 515-288-4875 This Proposal Request (PR) forms a part of the Contract Documents for the project. The Proposal Request modifies the original bidding documents dated July 23, 2020 with amendments and additions noted below. The contractor shall issue a proposal of adjusted contract sum for the proposed modifications. RE F . RE F . 2.2 2.B 2' - 1" SINK HAND DRYER SINK HAND DRYER LOCKERS 2-105 GARAGE 2-109 TW O T I E R L O C K E R S O N 4 " C O N C R E T E C U R B DR I N K I N G F O U N T A I N 2-106 2-107 P R O J E C T N O : P R E P A R E D B Y : S H E E T N O : P R O J E C T N A M E . IS S U E D A T E : IS S U E F O R : T R I U M P H P A R K W a u k e e , I o w a C I T Y O F W A U K E E 1 7 3 9 3 P R # 7 1/4" = 1'-0"1 MAINTENANCE BUILDING ENLARGED PLAN WC - MEP UNISEX #2 RR 2-107 UNISEX #1 RR 2-106 F4 F4 F4 F4 F4 F4 F4 F4 WR a$ WR b$ EF-5 EF-6 EF-7 EF-8 REVISE LIGHT LOCATION TO BE CENTERED IN SHOWER STALL, LIGHT IN SHOWER AND ADJACENT EXHAUST FAN TO BE CONTROLLED BY SWITCHES. RELOCATE SWITCHES TO NORTH WALL ADJACENT TO SHOWER STALL AS SHOWN. REVISE LIGHT LOCATION TO BE CENTERED IN SHOWER STALL. LIGHT IN SHOWER AND ADJACENT EXHAUST FAN TO BE CONTROLLED BY SWITCHES, RELOCATE SWITCHES TO SOUTH WALL ADJACENT TO SHOWER STALL AS SHOWN. REVISE LIGHT LAYOUT TO MATCH FLOOR PLAN REVISION. (TYP.) REVISE EXHAUST FAN LAYOUT TO MATCH FLOOR PLAN REVISION. (TYP.) NOTE: EF-5 AND EF-8 TO BE ON CONTIUOUSLY IF NOT CONTROLLED BY ERV-2 SCHEDULE. $ 3/ 1 5 / 2 0 2 2 $ PR - M E 0 7 BJ C HB EEW MB WC thinkconfluence.com PR-07 Scope Revision 1. Demo wall at showers in Unisex#1 Restroom 2-106 and Unisex#2 Restroom 2-107 as shown on revised drawings. 2. Remove and Relocate: Under slab plumbing for new toilet fixture locations. 3. Addition: Patch concrete at underslab plumbing changes. 4. Addition: Remove gyp board for new blocking to be installed for revised grab bar and toilet accessory locations. 5. Revised: Toilet location, grab bar, shower curtain, rod, and toilet accessories to be installed at location shown on revised drawings. Attachments 1. 1 PR-07 – Maintenance Building Enlarged Restroom Floor Plan End of PR-07 DATE: 2-18-2022 PROJECT: Triumph Park PROJECT #: 17393-02 LOCATION: Waukee, Iowa OWNER: City of Waukee Parks and Recreation CONSULTANT: Confluence CONTACT: John Aceto 525 17th Street Des Moines, IA 50309 jaceto@thinkconfluence.com 515-288-4875 This Proposal Request (PR) forms a part of the Contract Documents for the project. The Proposal Request modifies the original bidding documents dated July 23, 2020 with amendments and additions noted below. The contractor shall issue a proposal of adjusted contract sum for the proposed modifications. RE F . RE F . 2.2 2.B 2-A400 78 2-A400 4 6 2-A500 2-A40010 9 14 ' - 1 3 / 4 " 5' - 0 5 / 8 " 4 3 / 4 " 1' - 0 " 3' - 3 3 / 4 " 4 3 / 4 " 1' - 0 " 3' - 3 3 / 4 " 5' - 6 1 / 2 " 4' - 0 " 6' - 1 1 1 / 2 " 4 3 / 4 " 4' - 1 0 1 / 2 " 4 3 / 4 " 7' - 4 5 / 8 " 3' - 0 5/8"8' - 7 1/2"2' - 1" 1' - 4" 2' - 4"14' - 6 5/8"1' - 4"4' - 2 1/2"1' - 11" SINK HAND DRYER SINK HAND DRYER LOCKERS 2-105 UNISEX #1 RR 2-106 UNISEX #2 RR 2-107 GARAGE 2-109 LARGE LOCKERS ON 4" CONCRETE CURB TW O T I E R L O C K E R S O N 4 " C O N C R E T E C U R B DR I N K I N G F O U N T A I N 2-106 2-107 A5 C1 A A A A A A A A A A A HB +0'-0" FIN. FLR.6 2-A500 9 A506 2' - 10 7/8" 1' - 5 " 1' - 5 " REMOVE WALL REVISE TOILET LOCATION REVISE GRAB BAR AND ACCESSORY LOCATIONS FOR NEW TOILET LOCATION REMOVE WALL REVISE TOILET LOCATION REVISE GRAB BAR AND ACCESSORY LOCATIONS FOR NEW TOILET LOCATION 07 PR 07 PR P R O J E C T N O : P R E P A R E D B Y : S H E E T N O : P R O J E C T N A M E . IS S U E D A T E : IS S U E F O R : 1- P R -A 0 7 T R I U M P H P A R K W a u k e e , I o w a C I T Y O F W A U K E E DL P 1 7 3 9 3 2 / 1 8 / 2 0 2 1 P R # 7 1/4" = 1'-0"1 MAINTENANCE BUILDING ENLARGED PLAN ITEM #DESCRIPTION Quantity Unit Labor Material Unit Cost TOTAL 1 LCCI labor for coordination, quality control, resolution, concrete demo 40 68.42$ 2,736.80$ 2 concrete - short yard fee; 2 yd min 1 650.00$ 650.00$ 3 -$ 4 -$ 5 -$ 6 -$ 7 -$ 8 -$ 9 -$ 10 -$ 11 -$ 12 -$ 13 -$ 14 -$ 15 -$ 3,386.80$ - LCCI ItemsChange Order Request #059 TOTAL ITEM #Company Description Quantity Unit Labor Material Bid Form Unit Cost Lump Sum TOTAL 1 1st Interiors Ticket 59726 Labor & Materials 1 ls 806.00$ 806.00$ 2 1st Interiors Ticket 59727 Labor & Materials 1 ls 1,864.00$ 1,864.00$ 3 Van Maanen remove wiring & piping and reinstall 1 ls 690.49$ 690.49$ 4 American Mechanical Labor & materials 1 ls 365.00$ 365.00$ 5 A&M invoice 1998 1 ls 480.00$ 480.00$ 6 ls -$ -$ 7 ls -$ -$ 8 ls -$ -$ 9 ls -$ -$ 10 ls -$ -$ 11 ls -$ -$ 12 ls -$ -$ 13 ls -$ -$ 14 ls -$ -$ 4,205.49$ Change Order Request #059 - Subcontractors TOTAL 1 -1 1/2" Deep 3/4" KO Box 30'-3/4" EMT 2 -3/4" EMT Set Screw Connector 1 -Double Gang 5/8" Mudring 136'-#12 THHN Wire 6 -Red Wire Nuts 1 -Grounding Pigtail 2 -3/4" EMT Set Screw Coupling Hours x $65.00 Material:$117.47 Labor:$510.25 10% O&M:$62.77 Total:$690.49 6/27/2022 Date Date Newton, IA 50208 641-791-9473 Office Proposal Request 500 Iowa Speedway Drive Material: 7.85 Contractor: Larson Construction Project Name: Waukee Triumph Park Approved by Approved by PR - Maintenance Bathroom Changes Project Address: Waukee, IA Labor: Remove wiring and piping & re-install pipe, wire, and devices.Description: 1 Angela Price From:Erik Gruber Sent:Wednesday, June 1, 2022 2:40 PM To:Angela Price Subject:FW: Maintenance Building - Bathroom Exhaust Relocation For the maintenance restroom change. From American Mechanical. Thank you, Erik Gruber Project Engineer – Waukee NW HS, Waukee 8/9 School & Triumph Park Triumph Park Field Office 655 NW 10th ST Waukee, IA 50263 Cell: 319-327-4050 -----Original Message----- From: Michael Stojak <mstojak@amermech.com> Sent: Wednesday, June 1, 2022 1:40 PM To: Erik Gruber <egruber@larsonconst.com> Subject: Maintenance Building - Bathroom Exhaust Relocation Relocation of exhaust fans to meet (PR-07r) - Labor - 4 hours (2hrs x 2guys) @ $75.00/hr - 300 Material - 1 bag 6” Flex @ $65.00 Total - $365.00 Sent from my iPhone 1st Interiors Invoice / Ticket #Date description hours total hours rate extended labor amt materials materials cost truck charge total charge AP notes 59726 3/26/2022 bathrooms 2x plumbers 3 $74.00 $222.00 $66.00 COR 059 59726 3/26/2022 bathrooms 2x electricians 3 $74.00 $222.00 $806.00 59726 3/26/2022 drywall patches 8x electricians; redone twice same patches 4 $74.00 $296.00 59726 3/26/2022 north wall screws 5x offices, southwall full screws 5 $74.00 $370.00 $107.00 OSB 59726 3/26/2022 refinish 6x drywall sheets, refinish door, concrete door/storage room 7 $74.00 $518.00 OSB 59726 3/26/2022 firetape wall - 26 sheets 4 $74.00 $296.00 lite mud durabond mesh tape sanding sponges OSB TOTALS PER FWO 26 $1,924.00 $173.00 $2,097.00 material cost calc'ed based on total material costs divided by hours. 59727 2/18/2022 demo shaft wall/repair 16 $74.00 $1,184.00 12 - shaftwall J track 8 1" shaftliner 5 - 4x10x5/8 (for shaft) 4 - 4x10x5/8 (for patches) $661.00 $250.00 59727 2/18/2022 framing shaftwall cutting plywood floor 12 $74.00 $888.00 59727 2/18/2022 building shaftwall 12 $74.00 $888.00 59727 2/18/2022 cutting down shaft wall/reframing ceiling lights 12 $74.00 $888.00 59727 2/18/2022 rock back walls in electrical room 2 $74.00 $148.00 $88.00 COR 059 59727 2/18/2022 reframe ceilings in electrical room adding plywood around tub 8 $74.00 $592.00 $1,864.00 59727 2/18/2022 demo bathrooms 4 $74.00 $296.00 59727 2/18/2022 demo bldg walls in both bathroms and refame end walls 10 $74.00 $740.00 TOTALS PER FWO $5,624.00 $749.00 $6,373.00 \\LCCI-WAUKEE-NAS\Waukee_Triumph_Park_NAS\Miscellaneous\1st Interiors work - maintenance bldg 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors Forrest, VanMaanen 4,375.60$ Supplier -$ LCCI 547.36$ Sub-Total 4,922.96$ 5% OH&P (Subcontractors)218.78$ 10% OH&P (LCCI/Suppliers)54.74$ 1.5% Bond 77.95$ TOTAL 5,274.42$ Respectfully, Angie Price Larson Construction Co., Inc. Per Restroom Mirror/Light placement - light roughed-in when wall built; mirror was to be installed at same location. Moved light up per Dana Pederson Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com June 28, 2022 Change Order Request #060 COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS ITEM #DESCRIPTION Quantity Unit Labor Material Unit Cost TOTAL 1 labor - coordination, clean up 8 hrs 68.42$ 547.36$ 2 -$ 3 -$ 4 -$ 5 -$ 6 -$ 7 -$ 8 -$ 9 -$ 10 -$ 11 -$ 12 -$ 13 -$ 14 -$ 15 -$ 547.36$ - LCCI ItemsChange Order Request #060 TOTAL ITEM #Company Description Quantity Unit Labor Material Bid Form Unit Cost Lump Sum TOTAL 1 Forrest FWO 3008 1 ls 816.21$ 816.21$ 2 Forrest FWO 3009 1 ls 383.96$ 383.96$ 3 Forrest FWO 3013 1 ls 591.92$ 591.92$ 4 Forrest FWO 3015 1 ls 322.00$ 322.00$ 5 Forrest FWO 3016 1 ls 508.75$ 508.75$ 6 Van Maanen reposition box placement for mirrors 1 ls 1,752.76$ 1,752.76$ 7 ls -$ -$ 8 ls -$ -$ 9 ls -$ -$ 10 ls -$ -$ 11 ls -$ -$ 12 ls -$ -$ 13 ls -$ -$ 14 ls -$ -$ 15 ls -$ -$ 4,375.60$ Change Order Request #060 - Subcontractors TOTAL 2 2 80'-3/8" Flex 16 -3/8" Flex Connectors 288'-#12 THHN Wire Hours x $65.00 Material:$195.92 Labor:$1,397.50 10% O&M:$159.34 Total:$1,752.76 6/27/2022 Date Date Newton, IA 50208 641-791-9473 Office Proposal Request 500 Iowa Speedway Drive Material: 21.5 Contractor: Larson Construction Project Name: Waukee Triumph Park Approved by Approved by COR - 060 - Mirror Lights Project Address: Waukee, IA Labor: Reposition box placement due to different size mirror getting installed. Description: 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors DSM Fence 1,400.00$ Supplier -$ LCCI*1,095.84$ Sub-Total 2,495.84$ 5% OH&P (Subcontractors)70.00$ 10% OH&P (LCCI/Suppliers)109.58$ 1.5% Bond 40.13$ TOTAL 2,715.56$ Respectfully, Angie Price Larson Construction Co., Inc. * hours reduced (58 hrs reduced to 16 hrs) per discussion 10/20/2022; original COR submitted $5,889.02 adjusting playground grades Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com October 20, 2022 Change Order Request #061r-FINAL COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS ITEM #DESCRIPTION Quantity Unit Labor Material Unit Cost TOTAL 1 Labor hours manually adjusting grades (DC)16 68.49$ 1,095.84$ 2 3 -$ 4 -$ 5 -$ 6 -$ 7 -$ 8 -$ 9 -$ 10 -$ 11 -$ 12 -$ 13 -$ 14 -$ 15 -$ 1,095.84$ - LCCI ItemsChange Order Request #061r-FINAL TOTAL ITEM #Company Description Quantity Unit Labor Material Bid Form Unit Cost Lump Sum TOTAL 1 DSM Fence Rework ornamental fence at payground. Added 8 posts due to sidewalks and walls being different elevations. Stair stepped fence. 1 ls 1,400.00$ 1,400.00$ 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 -$ -$ 1,400.00$ Change Order Request #061r-FINAL - Subcontractors TOTAL 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors 2,855.00$ Supplier -$ LCCI*+(1,010.00)$ Sub-Total 1,845.00$ 5% OH&P (Subcontractors)142.75$ 10% OH&P (LCCI/Suppliers) 1.5% Bond 42.83$ TOTAL 2,030.58$ *credit of $516.00; bollard sleeves installed, not painted. +partial credit for paint $494.00; per discussion with Dana Pedersen @ Ethos 10/18/2022 Respectfully, Angie Price Larson Construction Co., Inc. Paint galvanized gates and bollards as requested by Dana Pedersen. Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com October 19, 2022 Change Order Request #062r2 COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS 1 Angela Price From:Dana Pedersen <dana.pedersen@ethos.archi> Sent:Monday, May 2, 2022 8:39 AM To:Erik Gruber; John Aceto Cc:Matt Carlile; Will Porter; Jake Juhl; Angela Price; Eric Slessor Subject:RE: Triumph Park Gates & Bollard Finish Please paint both the bollards and the gate doors to match the exterior door color, PT-5. Thank you! Dana Pedersen Architect | Senior Project Manager | Studio Director O: 515-630-6350 x120 C: 515-480-0040 dana.pedersen@ethos.archi From: Erik Gruber [mailto:egruber@larsonconst.com] Sent: Friday, April 29, 2022 7:38 AM To: John Aceto <jaceto@thinkconfluence.com>; Dana Pedersen <dana.pedersen@ethos.archi> Cc: Matt Carlile <mcarlile@thinkconfluence.com>; Will Porter <wporter@larsonconst.com>; Jake Juhl <jjuhl@larsonconst.com>; Angela Price <aprice@larsonconst.com>; Eric Slessor <eslessor@larsonconst.com> Subject: Triumph Park Gates & Bollard Finish Good morning, We just poured the condenser gates in place and are now working on setting the gates. I do not see a finish called out for these. We will leave it galvanized for now. Thank you, Erik Gruber Project Engineer – Waukee NW HS, Waukee 8/9 School & Triumph Park Triumph Park Field Office 655 NW 10th ST Waukee, IA 50263 Cell: 319-327-4050 ITEM #DESCRIPTION Quantity Unit Labor Material Unit Cost TOTAL 1 Credit for bollard covers 6 1 (20.00)$ (66.00)$ (516.00)$ 2 Partial credit for paint per discussion with Dana Pederson at Ethos 10/18/2022 1 1 (494.00)$ (494.00)$ 3 -$ 4 -$ 5 -$ 6 -$ 7 -$ 8 -$ 9 -$ 10 -$ 11 -$ 12 -$ 13 -$ 14 -$ 15 -$ (1,010.00)$ - LCCI ItemsChange Order Request #062r2 TOTAL ITEM #Company Description Quantity Unit Labor Material Bid Form Unit Cost Lump Sum TOTAL 1 Color Inc.paint galvanized trash enclosures 1 ls 2,855.00$ 2,855.00$ 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 -$ -$ 2,855.00$ Paint galvanized gates and bollards as requested by Dana Pedersen. Change Order Request #062r2 - Subcontractors TOTAL 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractos*A&M 5,951.26$ Supplier -$ LCCI 3,110.75$ Sub-Total 9,062.01$ 5% OH&P (Subcontractors)297.56$ 10% OH&P (LCCI/Suppliers)311.08$ 1.5% Bond 145.06$ TOTAL 9,815.71$ Respectfully, Angie Price Larson Construction Co., Inc. *COR revised; removed $1,336.20 maintenance bldg line item from subcontractor cost. Original COR was $11,239.76 Per RFI 081 - Truss adjustments for Attic Access Doors Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com October 20, 2022 Change Order Request #063r COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS RFI Job: Date: RFI #:To: Spec Section: CC: Subject: From Prime Contractor: Drawing: Date Required:Request: Requested by: Response: Answered by DateCompany Page 1 of 1 Phone:Fax: Confluence 081 525 17th St.12/20/2021 Des Moines, IA 50309 (515) 288-4875 (515) 288-8359 Triumph Park , Concessions Attic Access Ladders - 061000 Trusses for the concession buildings are set 16" OC; attic access ladders per specification 061000 are for trusses set 24" OC. Please advise. Jeff Mertz Larson Construction 1.1 1.3 1.H1.G1.A 1.B 11'-2"1'-8"10'-1 7/8"21'-10 1/4"9'-3 7/8"1'-8"12'-0" 1'-0 7/8"9'-11 1/8"6'-3 1/2" 26'-3 7/8"1'-0 7/8" 46 ' - 3 1 / 8 " 2'-0"X3'-0" CONC TRENCH FTG W/ 3-#5 TOP & BOT & #3 STIRRUPS @ 36" OC 2'-0"X3'-0" CONC TRENCH FTG W/ 3-#5 TOP & BOT & #3 STIRRUPS @ 36" OC 8" CMU WALL W/ #5 VERT @ 24" OC-TOP OF WALL EL(SLOPES) 8" CMU WALL W/ #5 VERT @ 24" OC-TOP OF WALL EL= (9'-4") 8" CMU WALL W/ #5 VERT @ 24" OC-TOP OF WALL EL(SLOPES) 8" CMU WALL W/ #5 VERT @ 24" OC-TOP OF WALL EL(9'-4") 8" CMU WALL W/ #5 VERT @ 24" OC-TOP OF WALL EL(9'-4") 2'-0"X3'-0" CONC TRENCH FTG W/ 3-#5 TOP & BOT & #3 STIRRUPS @ 36" OC 8"X3'-0" CONC TRENCH FTG W/ #4 @ 12" OC EA WAY 8"X3'-0" CONC TRENCH FTG W/ #4 @ 12" OC EA WAY 2'-0"X3'-0" CONC TRENCH FTG W/ 3-#5 TOP & BOT & #3 STIRRUPS @ 36" OC 2'-0"X3'-0" CONC TRENCH FTG W/ 3-#5 TOP & BOT & #3 STIRRUPS @ 36" OC 5" CONCRETE SLAB ON GRADE W/ 6X6-W2.1XW2.1 WWR OVER 2" RIGID INSULATION 2'-0"X3'-0" CONC TRENCH FTG W/ 3-#5 TOP & BOT & #3 STIRRUPS @ 36" OC 3'-0"X3'-0"X3'-0" CONC FTG W/ 5-#5 EA WAY TOP & BOT & 3-#5 TIES 3'-0"X3'-0"X3'-0" CONC FTG W/ 5-#5 EA WAY TOP & BOT & 3-#5 TIES 4'-0"X4'-0"X3'-0" CONC FTG W/ 5-#5 EA WAY TOP & BOT & 3-#5 TIES 3'-0"X3'-0"X3'-0" CONC FTG W/ 5-#5 EA WAY TOP & BOT & 3-#5 TIES 3'-0"X3'-0"X3'-0" CONC FTG W/ 5-#5 EA WAY TOP & BOT & 3-#5 TIES-0'-8" -0'-8" -0'-8" -0'-8" -0'-8" -0'-8" B5 S501 TYP B5 S501 B5 S501 TYP C5 S501 C5 S501 C5 S501 C5 S501 A4 S501TYP A4 S501 TYP B4 S501 B4 S501 8"X3'-0" CONC TRENCH FTG W/ #4 @ 12" OC EA WAY 1.C 1.F C5 S501 1.4 9' - 7 7 / 8 " 11 ' - 8 1 / 4 " 33 ' - 8 " 11 " 7 1 / 8 " 11 ' - 8 1 / 4 " 11 " 7 1/8"7 1/8" 3'-0"X3'-0"X3'-0" CONC FTG W/ 5-#5 EA WAY TOP & BOT & 3-#5 TIES 8" CMU WALL W/ #5 VERT @ 24" OC-TOP OF WALL EL(9'-4") 2 ADDWING WALLS -FULLY GROUT CELLS W/ #5 VERT @ 8" OC -TYP 2 ADD 2 ADD 2 ADD 2 ADD 2 ADD 2 ADD TYP 2 ADD 2 ADD 1.D 1.E 1.2 CMU PIER ABOVE - 1-#5 EA CELL - FULLY GROUTED 1 ASI 1 ASI 1 ASI 1.1 1.3 1.H1.G1.A 1.B 11'-2"1'-8"10'-1 7/8"21'-10 1/4"9'-3 7/8"1'-8"12'-0" 1'-0 7/8"9'-11 1/8"6'-3 1/2" 26'-3 7/8"1'-0 7/8" 46 ' - 3 1 / 8 " 9' - 7 7 / 8 " 11 ' - 8 1 / 4 " 33 ' - 8 " 11 "6"ø STD PIPE COLUMN-TYP6"ø STD PIPE COLUMN-TYPW10X26 (20'-8 3/4") W10X26 (11'-3 1/2") W10X26 (16'-8 7/8") W10X26 (12'-3 3/4") W1 2 X 3 0 W1 2 X 3 0 ( S L O P E S ) TRUSS BRG EL= (9'-5 1/2") TRUSS BRG EL= (9'-5 1/2") TRUSS BRG EL= (9'-5 1/2") 2X BEARING ELEV = +10'-6" W1 2 X 3 0 ( S L O P E S ) 2X 1 2 @ 1 6 " O C 12'-8" 1.C 1.F 1.4 2X12 @ 16" OC PRE-ENGINEERED ROOF TRUSSES @ 16" OC W10X26 (11'-3 1/4") W10X26 (11'-3 1/2") W1 0 X 2 6 W1 2 X 3 0 2X 1 2 @ 1 6 " O C 2X 1 2 @ 1 6 " O C B5 S502 B5 S502 B5 S502 C5 S502 A5 S502 1'-3"2'-9" D4 S502 A3 S502 B3 S502 2X12 @ EAVE EXTENSIONS 2X12 @ 16" OC (S L O P E S ) 2X12 @ 16" OC (S L O P E S ) C2 S502 W10X26 (16'-8 7/8") W12X30 (10'-4 3/8") B2 S502 D2 S502 A2 S502 B2 S502 SIM HIGH & LOW A4 S503 HANGING PARTITION SUPPORT FRAMING - TYP 2 ADD 2 ADD 2 ADD 2 ADD2 ADD 2 ADD 2 ADD CANOPY - SEE ARCH DWGS 2 ADD 2 ADD 1.D 1.E 1.2 1 ASI B2 S502 1 ASI 6 ASI 6 ASI W8X24 LINTEL HSS7X7X5/8 GALV6 ASI 6 ASI 7 ASI 7 ASI 7 ASI 7 ASI 7 ASI 7 ASI 7 ASI D5 S502 7 ASI 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-S101 CONCESSION BUILDING FOUNDATION & ROOF FRAMING PLANS 1/8" = 1'-0" 1 CONCESSION BUILDING FOUNDATION PLAN 1/8" = 1'-0" 2 CONCESSION BUILDING ROOF FRAMING PLAN • TYPICAL ROOF SHEATHING SHALL BE 7/16" APA RATED EXPOSURE 1 PLYWOOD • REFER TO LINTEL NOTES ON 0-S001 FOR LINTELS UNLESS NOTED OTHERWISE • FOR TYPICAL CONCRETE SLAB JOINTS SEE A5/S501 • SEE ARCH DRAWINGS FOR SLAB ON GRADE SLOPES. SLOPE SLAB LOCALLY TO DRAINS. • SEE CIVIL FOR SLAB ON GRADE ELEVATION DATUM. • SEE CIVIL PLANS FOR BUILDING ORIENTATION, QUANTITIES, AND LOCATIONS. • SEE DETAIL A6/S501 FOR SLAB SUBGRADE PREPARATION2 ADD 2 ADD 08/07/2020 ADDENDUM #2 2 ADD 10/28/2020 ASI #21 ASI 6 ASI 11/23/2020 ASI #6 6 ASI 12/07/2020 ASI #7 7 ASI CUT TRUSS - SEE DETAILS 2X6 HEADER TO ADJACENT TRUSSES 1.1 1.3 1.H1.G1.A 1.B 1 8' - 0" 1 8' - 0" 1 8' - 0" 1 8' - 8" EXPOSED TO SHEATHING 9'-4" GUTTER AND DOWN SPOUTS 1.C 1.F GUTTER AND DOWN SPOUTS 1 8' - 0" WALK-IN COOLER FLAT PAINTED METAL SOFFIT WITH MANUFACTURED CANOPY TRIM AT COLUMNS TO MATCH WOOD-LOOK SOFFIT TRIM AT COLUMNS TO MATCH WOOD-LOOK SOFFIT TRIM AT COLUMNS TO MATCH WOOD-LOOK SOFFIT DS DS 1.4 DASH LINES REPRESENT STEEL SUPPORT ABOVE CEILING FOR TOILET PARTITION -SEE STRUCT.PROVIDE FRAMING ABOVE CEILING FOR POLE MOUNTED TV FRP PANEL TRANSITION STRIPS 1.2 1.D 1.E ATTIC ACCESS W/LADDER SEE SPEC. 4' - 1 0 " 6' - 7 " 2' - 2" 2' - 7" 246 SF CONCESSION STORAGE 1-102 512 SF CONCESSIONS 1-100 251 SF MENS 1-107 250 SF WOMENS 1-106 181 SF MEETING / UMPIRE ROOM 1-104 A A A A 1-A200 1 1-A200 2 1-A2003 1-A200 4 1 1-A300 1.1 1.3 1.H1.G1.A 1.B AED / FIRST AIDFEC TV WALK IN COOLER WASH SINK STAINLESS STEEL COUNTER HANDWASH SINK HANDWASH SINKHANDWASH SINK HAND DRYER FEC CONCESSION STORAGE 1-102 MEETING / UMPIRE ROOM 1-104 CONCESSIONS 1-100 WOMENS 1-106 MENS 1-107 1.C 1.F 2 1-A300 HAND TOWELS MOP SINK WIRE FOR FUTURE 60" DISPLAY WIRE FOR FUTURE 60" DISPLAY TWO TIER LOCKERS ON 4" CONCRETE CURB 1.4 WHITE BOARD COUNTER TOP WORK SPACE MECH / ELEC ROOM 1-103 2 A505 1.2 1.D 1.E 3 77777 777 8 1 2 2 5 12 10 4 11 8 14 13 HAND DRYER 7 8 FIXED OUTDOOR FURNITURE -SEE LANDSCAPE DRAWINGS AND SPEC 6 6 CEILING LEGEND 1 FRP ON PLYWOOD ON SUPPORT FRAMING 2 ACT-1: 2' X 2' SUSPENDED LAY-IN ACOUSTICAL CEILING PANEL SYSTEM. 3 5/8" GYPSUM CEILING BOARD ON 3-5/8" METAL FRAMING AT 16" O.C. - FINISH AS SCHED. 4 30 GA. PREFINISHED METAL LINER PANEL - SEE SPEC 5 OPEN TO STRUCTURE ABOVE 6 PREFINISHED METAL SOFFIT VENTED 25% SUPPORTED BY CONTINUOUS 'F' CLIPS ON CONTINUOUS WOOD BLOCKING TAG FINISH EQUIPMENT LEGEND TAG TYPE 1 COFFEE MAKER 2 DRINK COOLER 3 FREEZER 4 HOT DOG WARMER 5 ICE MACHINE 6 MENU BOARD (ABOVE) 7 METAL STORAGE SHELVES 8 MICROWAVE 9 MINI-FRIDGE ( BELOW COUNTER) 10 NACHOS 11 POPCORN MAKER 12 PRETZEL WARMER 13 REFRIGERATOR 14 SAFE (BELOW COUNTER) ISSUED FOR BID 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-A701 CONCESSION BUILDING CEILING PLAN. FURNITURE AND EQUIPMENT PLAN 1/8" = 1'-0"1 LEVEL ONE CEILING PLAN 1/8" = 1'-0"2 CONCESSIONS BUILDING FURNITURE AND EQUIPMENT TOPOFPLATE@10'-6-3/8" ALIGN 'AA' TRUSS PER DETAIL D5/S502 VERIFYALLDIMENSIONS ATTIMEOFAPPROVAL VERIFYALLTRUSSPROFILES ATTIMEOFAPPROVAL VERIFYALLDIMENSIONS ATTIMEOFAPPROVAL TRUSS SPAN TRUSS SPAN TRUSS SPAN TRUSS SPAN 16"O.C. VERIFYTOPOFPLATE @10'-6-3/8" ATTIMEOFAPPROVAL BM1 C CA AD AA CCA AB (6)-CC (5)-CB (17)-A (6)-AC (6)-AB (3)-CB 33' 8" 12' 0" 41' 4" 1' 8"1' 8" 12' 0" 33' 8" 8' 8"7' 8"25' 0" 44' 8" 1' 4" 1' 4" 24' 8 1/16" 45' 5 5/8" 5' 4"7' 0"32' 4" 3' 9" 7' 9 9/16" 32' 5 7/16" 11' 7 3/4" 1' 4 3/4"1' 4 7/8" 1' 4 3/4"1' 3 1/4" ROOFAREA:1974.34SF -ALLDIMENSIONSARETOFACEOFSTUD. UNLESSNOTEDOTHERWISE. NOTTOSCALE ROOFTRUSSPLACEMENTPLAN FORAPPROVALONLY NOTFORCONSTRUCTION ALLTRUSSSPACINGDIMENSIONSARETO CENTERLINEOFTRUSSUNLESSNOTED OTHERWISE THISSYMBOLNOTESTHE"LEFT" ENDOFTRUSSIDENTIFIEDWITH ASTAPLEDIDTAGONTHETRUSS PLEASE REVIEW ALL TRUSS PLACEMENT PLANS, AND TRUSS DESIGNS BEFORE INSTALLATION. IF ANY QUESTIONS ARISE, PLEASE CALL STRUCTURAL COMPONENT SYSTEMS. BACK CHARGES WILL NOT BE ACCEPTED FOR ANY REASON WITHOUT WRITTEN APPROVAL PRIOR TO REWORK OR REPAIRS. REV1 REV2 REV3 REV4 REV5 These drawings are property of Structural Component Systems, Inc., Fremont, NE. Any use of this information for estimating or construction without their written permission is prohibited TRIUMPH PARK CONCESSION BLDG. SHEET 1 OF 1 REVISIONS: JOB NO: 43525 / PC200367 LARSON CONSTRUCTION DATE: 11-24-20 BY: DENNIS G. GENERALNOTES 1.)THEDESIGNOFTEMPORARY&PERMANENTBRACINGALONG WITHTHESUPERVISIONOFTHETRUSSERECTIONISBYOTHERS. CAUTION:PERSONSINSTALLINGTRUSSESSHOULDRETAINALOCAL ENGINEERFORPROPERLIFTING,HANDLING,&BRACINGPERTPI/BCSI. ITISSTRONGLYRECOMMENDEDTHATAREGISTEREDPROFESSIONAL ENGINEERBERETAINEDFORTHESEFUNCTIONS.A.)INREGARDSTO TRUSSESOVER60'-0"INLENGTH,THEDESIGNOFTEMPORARY& PERMANENTBRACINGSHALLBEPERFORMEDBYTHEENGINEEROF RECORDFORTHEPROJECT.DUETOTHEMAGNITUDEOFTHESE TRUSSES,ITISSTRONGLYRECOMMENDEDTHATTHEENGINEEROF RECORDBERETAINEDTOSUPERVISETHEERECTIONOFTHIS COMPONENT.B.)INREGARDSTOTRUSSESOVER81'-0"INLENGTH, THEDESIGNOFTEMPORARY&PERMANENTBRACINGSHALLBE PERFORMEDBYTHEENGINEEROFRECORDFORTHEPROJECT.ITIS REQUIREDTHATTHEENGINEEROFRECORDBERETAINEDTO SUPERVISETHEERECTIONOFTHISCOMPONENT.STRUCTURAL COMPONENTSYSTEMS,INC.&MITEKINDUSTRIESARERESPONSIBLE FORTHEINDIVIDUALTRUSSCOMPONENTDESIGNONLY. 2.)SEEATTACHEDBRACINGRECOMMENDATIONS:BUILDING COMPONENTSAFETYINFORMATION,GUIDETOGOODPRACTICEFOR HANDLING,INSTALLING,RESTRAINING,&BRACINGOFMETALPLATE CONNECTEDWOODTRUSSES.A.)FORTRUSSESSPACED24"O.C.OR LESS,SEEBCSI-B1THRUBCSI-B5SHEETS.B.)FORTRUSSESSPACED OVER24"O.C.,REFERTOBCSI-B1,BCSI-B3,&BCSI-B10POSTFRAME TRUSSINSTALLATION&TEMPORARYRESTRAINT/BRACINGSHEETS. !WARNING:PERSONALSAFETYISINVOLVED!FAILURETO FOLLOWTHESERECOMMENDATIONSCOULDRESULTINSEVERE PERSONALINJURY,DAMAGETOTRUSSESAND/ORBUILDING.THE GENERALCONTRACTORSHALLMAKESUREALLSUBCONTRACTORS ANDEMPLOYEESAREAWAREOFTHEDANGERSASSOCIATEDWITH TRUSSCOMPONENTS. 3.)FORSPECIFICWEBBRACING,MULTI-PLYCONNECTION REQUIREMENTS,ANDTRUSSDETAILS,REFERTOINDIVIDUALTRUSS COMPONENTDRAWINGS. 4.)THEDESIGNOFTHESETRUSSCOMPONENTSASSUMESTHATTHE TOPCHORDISLATERALLYBRACEDBYROOFORFLOORSHEATHING ANDTHEBOTTOMCHORDISLATERALLYBRACEDBYARIGID SHEATHINGMATERIALDIRECTLYATTACHED,ORWHERERIGID SHEATHINGISNOTDIRECTLYATTACHED,THATTHEPURLINSPACING FORTHETOPANDBOTTOMCHORDSISASINDICATEDONTHE INDIVIDUALTRUSSCOMPONENTDRAWINGS. 5.)TRUSSESARENOTTOBECUT,DRILLEDTHROUGH,ORPLATES REMOVEDFORANYREASON. 6.)ALLWALLS,HEADERS,ANDBEAMSARETOBEADEQUATELY DESIGNEDANDSUPPLIEDBYOTHERSTOSUPPORTALLLOADS APPLIEDTOTHEM.BEAMSANDHEADERSARENOTTOBECUTOR DRILLEDTHROUGHFORANYREASON. 7.)TRUSSSPACINGISNOTTOEXCEEDSPACINGSHOWNON INDIVIDUALTRUSSCOMPONENTDRAWINGS. 8.)ALLADDITIONALFRAMINGOVERROOFTRUSSES,SUCHAS VALLEYFRAMING,MUSTBEFRAMEDTOUNIFORMLYDISTRIBUTE THELOADSTOTHEROOFTRUSSESBELOW. 9.)SOMETRUSSESMAYNOTBESYMMETRICAL.REFERTO81 2"x11" INDIVIDUALTRUSSDESIGNDRAWINGSFORINTERIORBEARING POINTS,CANTILEVERS,VAULTED/STEPPEDCEILINGS,POINTLOAD LOCATIONS,ETC.FORCORRECTPLACEMENTOFTRUSSES. 10.)SOLIDBLOCKINGDOWNTOFOUNDATIONISTOBEPROVIDEDBY OTHERSPERCODEREQUIREMENTSATALLHEADERS,BEAMS,AND GIRDERTRUSSBEARINGPOINTS. 11.)PROVISIONSMUSTBEMADEBYOTHERSTOAVOIDEXCESSIVE MOISTURECONTENTINLUMBER,ANDCONNECTORPLATE CORROSION.TRUSSCOMPONENTSSHALLNOTBEPLACEDINANY ENVIRONMENTTHATWILLCAUSETHEMOISTURECONTENTOFTHE WOODTOEXCEED19%AND/ORCAUSECONNECTORPLATE CORROSION. 12.)CONSTRUCTIONLOADSSUCHASSTACKINGOFDRYWALL, PLYWOOD,SHINGLES,MASONRYMATERIALS,MECHANICAL EQUIPMENT,ETC.INANYONECONCENTRATEDAREAONTRUSSESIS STRICTLYPROHIBITED.TRUSSESARENOTDESIGNEDFORTHESE TYPESOFCONDITIONS. PDF created with pdfFactory Pro trial version www.pdffactory.com See individual Truss Drawings for correct dimensions CENTER ACCESS HATCH BETWEEN TRUSSES SO ONLY ONE NEEDS CUT Job 43525 Truss CB Truss Type Monopitch Qty 8 Ply 1 Triumph Sports Complex- PC200367 Job Reference (optional) Run: 8.400 s Apr 7 2020 Print: 8.400 s Apr 7 2020 MiTek Industries, Inc. Tue Dec 8 09:56:04 2020 Page 1 SCS, Fremont, NE, DENNIS GARCIA ID:yeScndjL3u38REBc8PXKj0yqH8M-PF2CBvejOWERYX_9N2ByJQarKT9K?HPrYth5k?yB3Lf Scale = 1:42.3 T1 W3 B1 W2 W1 BL1 1 2 4 3 5 6 7 8 7x6 3x4 4x5 5x5 3x4 3x4 11-5-13 11-5-13 9-5-8 10-6-6 5-8-15 5-8-15 11-2-5 5-5-7 11-5-13 0-3-8 9-5-8 10-6-6 4- 5 - 8 7- 3 - 1 5 1- 0 - 1 4 7- 3 - 1 5 3.0012 Plate Offsets (X,Y)-- [1:0-2-0,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 24.5/35.0 15.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.78 0.31 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.21 -0.02 (loc) 3-4 3-4 6 l/defl >999 >650 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD2x6 SPF No.2 BOT CHORD2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* W3: 2x4 DF Stud OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (size)4=0-4-12 (min. 0-1-8), 6=0-3-8 (min. 0-1-8) Max Horz4=66(LC 9) Max Uplift6=-41(LC 12) Max Grav4=436(LC 29), 6=420(LC 31) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=-137/0, 2-7=-64/17, 3-5=0/147, 2-5=0/147, 1-4=-364/34 BOT CHORD 3-4=-67/64 WEBS 1-3=-5/53, 2-8=-421/42, 6-8=-421/42 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=35.0 psf (ground snow); Pf=24.5 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) One H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard PDF created with pdfFactory Pro trial version www.pdffactory.com 11''-6 1/16" 1' - 0 3 / 8 " 4'-10" access 3/4" PLYWOOD SHEATHING EA SIDE OF TRUSS. NAIL TO EACH MEMBER W/ (4) 16d NAILS 2X6 HEADER TO ADJACENT TRUSS 24" x x x x x x x x ITEM #DESCRIPTION Quantity Unit Labor Material Unit Cost TOTAL 1 Gilcrest Invoice 392192 - 2x6 and 4x8x1/2 sheeting 1 976.99$ 2 labor hours for coordination, resolution (LCCI)24 68.49$ 1,643.76$ 3 4 -$ 5 Scissor lift rental 2 days 245.00$ 490.00$ 6 -$ 7 -$ 8 -$ 9 -$ 10 -$ 11 -$ 12 -$ 13 -$ 14 -$ 15 -$ 3,110.75$ - LCCI ItemsChange Order Request #063r TOTAL ITEM #Company Description Quantity Unit Labor Material Bid Form Unit Cost Lump Sum TOTAL 1 A+M Invoice 1986 Miracle Bldg - attic access 1 ls 991.80$ 991.80$ 2 A+M Invoice 1978 Concession 1 Attic access 1 ls 903.00$ 903.00$ 3 A+M Invoice 1981 Concession 2 Attic access 1 ls 462.00$ 462.00$ 4 A+M Invoice 1979 Concession 2 Attic access 1 ls 1,888.20$ 1,888.20$ 5 A+M Invoice 1980 Concession 3 Attic access 1 ls 1,706.26$ 1,706.26$ 6 ls -$ 7 ls -$ -$ 8 ls -$ -$ 9 ls -$ -$ 10 ls -$ -$ 11 ls -$ -$ 12 ls -$ -$ 13 ls -$ -$ 14 ls -$ -$ 15 ls -$ -$ 5,951.26$ Change Order Request #063r - Subcontractors TOTAL ITEM #DESCRIPTION Quantity Unit Labor Material Unit Cost TOTAL 1 Gilcrest Invoice 392192 - 2x6 and 4x8x1/2 sheeting 1 976.99$ 2 labor hours for coordination, resolution (LCCI)24 68.49$ 1,643.76$ 3 4 -$ 5 Scissor lift rental 2 days 245.00$ 490.00$ 6 -$ 7 -$ 8 -$ 9 -$ 10 -$ 11 -$ 12 -$ 13 -$ 14 -$ 15 -$ 3,110.75$ - LCCI ItemsChange Order Request #063 TOTAL Waukee Branch 1100 SE Alice's Road PO Box 1000 Waukee, IA 50263 Phone: 515-987-3600 Sales Invoice 392192 GRECO Tony Greco 1944520 33910 1014481 10TH Invoice No Invoice Date Customer 01/24/2022 Terms Your Ref Our RefDelivery Address South Side Lumber & Equip TRIUMPH PARK-2843 N 10TH ST WAUKEE, IOWA Invoice Address South Side Lumber & Equip PO BOX 112 INDEPENDENCE, IA, 50644 Taken By Sales Rep ÌIN-ÇG5|È-1NÎ Job Triumph Park-2843 N 10th Street Contact Name Contact Number Remittance Address Gilcrest Jewett PO Box 1000 Waukee, IA 50263 Page 1 of 1 Special Instructions Notes DescriptionLine TotalPerPriceQty/Footage 12CDXYP1248 - Cdx Yp 1/2"4X8 Shtg 4Ply (15/32) 2,077.66 797.821EAMSF 5FL20614 - Fl 2X 6-14 Kd 2&Btr 1,646.56 115.262EAMBF 5/14 The invoice is due on 02/10/2022.Total Amount $913.08 Sales Tax $63.91 Invoice Total $976.99 CREDIT TERMS & CONDITIONS 1. Customer agrees to pay all invoices by the 10th of the month following the month of purchase 2. Customer agrees to contact GILCREST/JEWETT LUMBER COMPANY within 10 days of receiving invoice(s) if there is a billing discrepancy. All other invoices not in dispute will be paid when due. 4. Customer agrees to pay $25.00 service charge on any returned check from Applicants bank not paid for whatever reason. 5. Customer agrees to pay collection costs and attorney fees upon default. 6. Customer agrees that GILCREST/JEWETT LUMBER COMPANY has the right to bring suit with venue in Polk County, Iowa on all delinquent accounts. 7. Customer agrees to pay a restocking charge on returned merchandise when applicable. 8. Customer agrees that purchases and/or deliveries are herewith authorized to be made without signature. 9. Customer agrees that GILCREST/JEWETT LUMBER COMPANY assumes no liability for their vehicles crossing property lines. 10. Customer agrees to notify GILCREST /JEWETT LUMBER COMPANY of any change in the information provided on their application for credit including but not limited to change in ownership, address or telephone. SO 1944520Related Docs: Printed on 6/23/2022 at 9:25 am by Jan Brockman 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors 11,215.00$ Supplier -$ LCCI -$ Sub-Total 11,215.00$ 5% OH&P (Subcontractors)-$ 10% OH&P (LCCI/Suppliers)-$ 1.5% Bond -$ TOTAL 11,215.00$ Respectfully, Angie Price Larson Construction Co., Inc. Concessions Ceiling Bulkheads (AHU in concessions dropped below ceiling height) Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com October 19, 2022 Change Order Request #064r COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS ITEM #Company Description Quantity Unit Labor Material Bid Form Unit Cost Lump Sum TOTAL 1 1st Interiors - FWO 58971 labor and materials to infill bulkhead 1 ls 1,360.00$ 1,360.00$ 2 Modern Builders quoted 1 ls 9,855.00$ 9,855.00$ 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 -$ -$ 11,215.00$ Change Order Request #064r - Subcontractors TOTAL 1 Angela Price From:Brent Miller <brent.miller@moderniowa.com> Sent:Monday, June 27, 2022 4:03 PM To:Eric Slessor; Angela Price Subject:FW: Triumph Park Eric- Please see below. Pricing for those concession bulkheads was: Concession Doors: $9,855.00 Thanks, Brent From: Chris Lopez <clopez@larsonconst.com> Sent: Wednesday, March 23, 2022 10:45 AM To: Brent Miller <brent.miller@moderniowa.com> Subject: RE: Triumph Park Brent, Please proceed and send me revised pricing. Thank you, Chris Lopez Project Manager Waukee MS #5 & Waukee Triumph Park Waukee Field Office – 1455 NW Douglas Parkway 8/9 Middle School: 1455 NW Douglas Parkway Triumph Park: 700 NW Douglas Parkway Waukee, IA 50263 Cell: 319-334-8403 In my absence or if you have difficulty reaching me, please reach out to the Project Team. Project Superintendent (Area) – Eric Slessor - 319-327-0011 Project Engineer W2ndHS – Tim Friesen – 319-334-8202 Field Superintendent WMS #5 – Austin Brune – 319-327-3948 Field Superintendent WMS #5 & Triumph Park – Erik Gruber - 319-327-4050 Field Superintendent Triumph Park – Will Porter - 319-327-4554 Senior Project Manager – Travis Schwartz - 319-327-0017 Larson Safety Director – Michael Messer - 319-572-3595 Hard Hats, Safety Glasses, and Hi-Viz are required at all times. Safety Orientation for all visitors and workers is required. These meetings are available every Thursday at the Larson Office Trailer at 7:30am. 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors 1st Interiors, Van Maanen 4,160.44$ Supplier -$ LCCI 1,094.72$ Sub-Total 5,255.16$ 5% OH&P (Subcontractors)208.02$ 10% OH&P (LCCI/Suppliers)109.47$ 1.5% Bond 83.59$ TOTAL 5,656.24$ Respectfully, Angie Price Larson Construction Co., Inc. Cooler Rework Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com June 29, 2022 Change Order Request #065 COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS ITEM #DESCRIPTION Quantity Unit Labor Material Unit Cost TOTAL 1 labor hours for coordination, clean up 16 68.42$ 1,094.72$ 2 -$ 3 -$ 4 -$ 5 -$ 6 -$ 7 -$ 8 -$ 9 -$ 10 -$ 11 -$ 12 -$ 13 -$ 14 -$ 15 -$ 1,094.72$ - LCCI ItemsChange Order Request #065 TOTAL ITEM #Company Description Quantity Unit Labor Material Bid Form Unit Cost Lump Sum TOTAL 1 1st Interiors labor to remove grid and tile in all concessions for coolers 12 ls $ 77.00 $ - $ 924.00 2 1st Interiors labor and materials to reinstall grid and tile in all concessions after coolers installed 4 ls $ 77.00 $ 136.00 $ - $ 444.00 3 Van Maanen rework electrical due to different equipment than what was specified. 1 ls 2,792.44$ $ 2,792.44 4 ls -$ -$ 5 ls -$ -$ 6 ls -$ -$ 7 ls -$ -$ 8 ls -$ -$ 9 ls -$ -$ 10 ls -$ -$ 11 ls -$ -$ 12 ls -$ -$ 13 ls -$ -$ 14 ls -$ -$ 15 ls -$ -$ 4,160.44$ Change Order Request #065 - Subcontractors TOTAL 158'-3/4" EMT 40'-1/2" Sealtite 450'-#12 THHN Wire 3 -1/2" Sealtite Straight Connector 3 -1/2" Sealtite 90 Connector 3 -1 1/2" Deep Combo Boxes 3 -4sq Blank Covers 1 -Misc. Hardware & Fastener 1 -Wire Connection Material Hours x $65.00 Material:$718.58 Labor:$1,820.00 10% O&M:$253.86 Total:$2,792.44 6/29/2022 Date Date Material: 16 Contractor: Larson Construction Project Name: Waukee Triumph Park Approved by Approved by PR - Cooler Rework Project Address: Waukee, IA Labor: Rework electrical due to different equipment than what was specified. Description: 8 Hours OT x $97.50 Newton, IA 50208 641-791-9473 Office Proposal Request 500 Iowa Speedway Drive 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors -$ Supplier -$ LCCI 872.11$ Sub-Total 872.11$ 5% OH&P (Subcontractors)-$ 10% OH&P (LCCI/Suppliers)87.21$ 1.5% Bond 14.39$ TOTAL 973.71$ Respectfully, Angie Price Larson Construction Co., Inc. Per RFI 113 - Fire Marshal requirements Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com June 22, 2022 Change Order Request #066 - FINAL COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS RFI Job: Date: RFI #:To: Spec Section: CC: Subject: From Prime Contractor: Drawing: Date Required:Request: Requested by: Response: Answered by DateCompany Page 1 of 1 Phone:Fax: Confluence 113 9 South Linn Street 5/20/2022 Iowa City, IA 52240 3193376634 Triumph Park , Angie Price Fire Marshal Comments - During the walk thru with the Fire Marshal Justin Frederick and Erik Gruber of Larson, he requested the following items be completed for occupancy: - Provide label for FACP in 2” lettering on door to fire alarm panel - Larson proposes ordering a pre-made vinyl applique that will be red and white. - Provide label to electrical room - Larson proposes ordering a pre-made black background with white letters, it does have braille. - Provide knox box on the maintenance building only - Model 3200 surface mounted, black - Provide signage for fuel stop - Larson proposes ordering a pre-made sign. It has a white background with red lettering and states "Emergency Fuel Shut-Off Switch" - Provide NFPA 701 placard for storage room - Larson proposes installing an 8.5" tall NFPA Adhesive Label. We will provide Ownership with the letters and numbers they can apply for the hazards that will be in the room. Please advise if this is acceptable or provide direction. All of the proposed items can be ordered and on-site within one (1) day. Alisha Schmitz Larson Construction ALL OF THE ABOVE ITEMS ARE ACCEPTABLE. Dana Pedersen ETHOS Design Group 5/23/2022 ITEM #DESCRIPTION Quantity Unit Labor Material Unit Cost TOTAL 1 signage 76.27$ 76.27$ 2 knox box 522.16$ 522.16$ 3 10x14 temp signage - fire, spill or release 31.71$ -$ 4 labor to install signs and knox box 4 hrs 68.42$ 273.68$ 5 -$ 6 -$ 7 -$ 8 -$ 9 -$ 10 -$ 11 -$ 12 -$ 13 -$ 14 -$ Change Order Request #065 -$ 872.11$ - LCCI ItemsChange Order Request #066 - FINAL TOTAL 1 Angela Price From:Alisha Schmitz Sent:Wednesday, June 1, 2022 12:15 PM To:Angela Price Subject:FW: PROTEX CENTRAL INC Transaction Receipt - Reference Number 461326525 Attachments:Quote 30657 - Waukee Parks Rec - Triumph Park.pdf From: Alisha Schmitz Sent: Friday, May 20, 2022 10:27 AM To: Netti Larson <nlarson@larsonconst.com>; Elizabeth Holt <eholt@larsonconst.com> Subject: FW: PROTEX CENTRAL INC Transaction Receipt - Reference Number 461326525 Receipt for Doug’s credit card for Triumph Park. From: PROTEX CENTRAL INC <notifications@paytrace.com> Sent: Friday, May 20, 2022 10:25 AM To: Alisha Schmitz <aschmitz@larsonconst.com> Subject: PROTEX CENTRAL INC Transaction Receipt - Reference Number 461326525 PROTEX CENTRAL INC 1239 N MINNESOTA AVE HASTINGS, NE 68901 402-463-0666 5/20/2022 10:24:39 AM Reference Number: 461326525 Total: $522.16 Transaction Type: Sale Transaction Status: Pending Settlement Card Type: Visa Card Number: xxxxxxxxxxxx9390 Entry Method: Keyed Approval Code: 020661 Approval Message: APPROVAL AVS Result: Zip Match Only CSC Result: Match Customer Reference ID:Quote 30657 Customer Name: Doug Larson Invoice: Quote 30657 X___________________________________ Please sign here to agree to payment. Item(s) Subtotal:$74.22 Shipping & Handling:$0.00 Amazon Move Promo:-$2.94 ----- Total before tax:$71.28 Estimated tax to be collected:$4.99 ----- Grand Total:$76.27 Details for Order #113-5141222-1009848 Print this page for your records. Order Placed: May 20, 2022 Amazon.com order number: 113-5141222-1009848 Order Total: $76.27 Not Yet Shipped Items Ordered Price 1 of: SmartSign NFPA Adhesive Label Kit (Placard, Digits & Symbols) | 8.5" Tall (Tip-to- Tip) Diamond 3M Engineer Grade Reflective (S-5544) Sold by: Amazon.com Services LLC Condition: New $20.94 1 of: SmartSign - LB-2084-EU-2.5x5-Q5 Adhesive Vinyl Label, Legend "FACP", 2.5" high x 5" wide, Red on Glow (pack of 5) Sold by: Amazon.com Services LLC Condition: New $8.43 1 of: Emergency Fuel Shut-Off Switch Sign - J. J. Keller & Associates - 14" x 10" Aluminum with Rounded Corners and 3/16" Mount Hole in Each Corner for Indoor/Outdoor Use Sold by: J. J. Keller & Associates, Inc (seller profile) Condition: New $21.20 1 of: ComplianceSigns.com Electrical Room Sign, ADA-Compliant Braille and Raised Letters, 8x4 in. White on Black Acrylic with Adhesive Mounting Strips Sold by: ComplianceSigns (seller profile) | Product question? Ask Seller Condition: New $23.65 Shipping Address: Erik Gruber 655 NW 10th St Waukee, IA 50263 United States Shipping Speed: Amazon Day Delivery Payment information Payment Method: American Express | Last digits: 1009 Billing address Alisha Schmitz 201 7TH AVE NW INDEPENDENCE, IA 50644-1742 United States To view the status of your order, return to Order Summary. Conditions of Use | Privacy Notice © 1996-2022, Amazon.com, Inc. or its affiliates Ordered By:Alisha Schmidtz Email:Klex@Larsonconst.Com Work Phone:(319) 327-0972 x Office Phone Salesperson:Josh Brill Email:josh.brill@fastsigns.com Work Phone:5152241210 Cell Phone:5158654886 NO.Product Summary QTY UNIT PRICE TAXABLE AMOUNT 1 10" x 14" Temp Signage - Need by 5pm!!!1 $29.63 $29.63 $29.63 1.1 Coroplast 4mil - Part Qty: 1 Width: 14.00" Height: 10.00" Sides: 1 Text: IN CASE OF FIRE, SPILL OR RELEASE: 1.USE EMERGENCY PUMP SHUTOFF 2. REPORT THE ACCIDENT! FIRE DEPARTMENT TELEPHONE NO. 911 FACILITY ADDRESS 500 NW DOUGLAS PKWY Subtotal:$29.63 Taxable Amount:$29.63 Taxes:$2.08 Grand Total:$31.71 Amount Paid:$31.71 BALANCE DUE:$0.00 Bill To:Larson Construction P.o Box 112 Independence , IA 50644 US Pickup At:FASTSIGNS 1791 Northwest 86th St Clive, IA 50325 US DESCRIPTION: 10" x 14" Temp Signage - Need By 5pm!!!! PAID IN FULL INVOICE 42-124182 PO Number: Completed Date: 5/27/2022 Payment Terms: Net 30 Payment Due Date: 6/26/2022 fastsigns.com/42 1791 Northwest 86th St Clive, IA 50325 (515) 224-1210 Created Date: 5/26/2022 TRANSACTIONS Date Type Amount 5/27/2022 Visa (Online) - 2705 $31.71 Generated On: 6/7/2022 2:51 PM Page 1 of 2 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors -$ Supplier -$ LCCI (9,600.00)$ Sub-Total (9,600.00)$ 5% OH&P (Subcontractors)-$ 10% OH&P (LCCI/Suppliers)-$ 1.5% Bond -$ TOTAL (9,600.00)$ Respectfully, Angie Price Larson Construction Co., Inc. Credit for Home Plate Mats Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com October 19, 2022 Change Order Request #068 COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS