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2022-02-07-J01E_01 Triumph Park_Change Order 6
AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: February 7, 2022 AGENDA ITEM:Consideration of approval of Change Order No. 6 to Larson Construction, Co., Inc., for the Triumph Park Project increasing the contract in the amount of $81,680.87. FORMAT:Consent Agenda SYNOPSIS INCLUDING PRO & CON: Change Order No. 6 to Larson Construction, Co., Inc., is for: Item #1: $50,274.75 The SE quadrant the fields were adjusted from softball fields to baseball fields in the middle of the design process. The fields were lengthened, backstops changed, etc. However, the bullpens on each field were left at the same length as the softball fields. In order to facilitate 14U baseball it was determined that the bullpens needed to increase by 20’ (8 total bullpens). The cost is to account for the additional fencing, fence posts, ballfield material, concrete maintenance edge, and subdrain. Items #2: $13,589.38 During the shop drawing process for the synthetic turf, Confluence reviewed the submittals and the design plans and determined that the plans called out for drainage to all of these areas. However, the drain tile that was to be placed under the turf was not shown on the drawings. This change is to add those 2” drain tiles to the 12 locations (4 in each quad). There was no re-work, and this was just the cost of the material and installation. This change also included a credit for the drain tile that was shown under the playground area that was re-designed at the request of the playground manufacturer. Items #3: $897.36 This cost provided is for the reorder of doors #3-103 and #3-104 on the miracle field building to obtain doors of the correct depth. This was due to a conflict on ETHOS’ door schedule. Since these were already on site and purchased once, ETHOS will reimburse the City for this change. Items #4: $4,688.23 This change was to adjust two separate manhole structures and some associated curbs. One at the NW Quad and another at the NE Quad. The utilities that were installed with the Waukee Northwest High School project the year prior to this project had to be slightly adjusted to allow for our curb and gutter to be located around them. The team explored many options in how we could work with them in the existing locations, but in the end we settled on the most economical option which is included in this change. Items #5: 9,378.60 The rough-in for two showers in the maintenance building was bid in the project. The plumbing drawings did not call out for a specific shower stall or finish fixtures in these two locations. This change adds in the shower stalls and associated plumbing fixtures. J1E1 Items #6: (984.15) With a minor adjustment in the irrigation system during the show drawing process it was determined that this sensor was no longer needed. This is a credit of the cost of the sensor. Items #7: $3,836.70 Cost for plumbing adjustments that were necessary to match the owner supplied appliances within the concession stands (ice machines, coffee maker). There was adjustments made in each of the 3 concession stands. Project Budget Update Total Construction Project Total: $18,866,000 Change Order 1-6 Total: $408,432.29 Budgeted Contingency (3%) Total: $592,080.00 Remaining Contingency Total: $183,647.71 Percentage of Project Complete(Estimate) 83% 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. 6 PREPARED BY: Matt Jermier REVIEWED BY: PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: January 31, 2022 Mr. Matt Jermier, Director Waukee Parks and Recreation Department City of Waukee 805 University Avenue Waukee, IA 50263 RE: Change Order #6 Triumph Park Dear Mr. Jermier: Attached please find Change Order #6 totaling the amount of $81,680.87, for approval and signature by Waukee City Council. Quantities have been reviewed and agreed upon by the contractor, City staff, and Confluence. The City and the Design Team have been on site reviewing items, attending meetings and completing site review several times a week for the past months. The seven items below are all things that have been thoroughly reviewed with the team. As you know, many discussions happen in the field, get approved and we agree to move forward with no cost changes. Your staff and design team are working hard to keep these change orders to a minimum. This Change Order accounts for seven items: Item #1: (Bullpen Extensions) $50,274.75 The SE quadrant the fields were adjusted from softball fields to baseball fields in the middle of the design process. The fields were lengthened, backstops changed, etc. However, the bullpens on each field were left as the same length of the softball fields. During a site visit Confluence noticed this and modified the drawings to add about 20’ in length to each bullpen. (8 in total) This cost is to account for the additional fencing, fence posts, ballfield material, and concrete maintenance edge. Item #2: (Drainage Tile – Turf and Playground Areas) $13,589.38 During the shop drawing process for the synthetic turf. Confluence reviewed the submittals and the design plans and determined that the plans called out for drainage to all of these areas. However, the drain tile that was to be placed under the turf was not shown on the drawings. This change is to add those 2” drain tiles to the 12 locations (4 in each quad.) There was no re-work and this was just the cost of the material and installation. This change also included a credit for the drain tile that was shown under the playground area that was re-designed at the request of the playground manufacturer. Item #3: (Miracle Field Building – Door Frames) $897.36 This cost provided is for the reorder of doors #3-103 and #3-104 on the concessions building to obtain doors of the correct depth. This was due to a conflict on ETHOS’ door schedule. Since these were already on site and purchased once, ETHOS will reimburse the City for this change. Item #4: (Sanitary Structures NW and NE Quads) $4,688.23 This change was to adjust two separate manhole structures and some associated curbs. One at the NW Quad and another at the NE Quad. The utilities that were installed with the Waukee Northwest High School project the year prior to this project had to be slightly adjusted to allow for our curb and gutter to be located around them. The team explored many options in how we could work with them in the existing locations, but in the end we settled on the most economical option which is included in this change. Item #5: (Shower Fixtures at Maintenance Building) $9,378.60 The rough-in for two showers in the maintenance building was bid in the project. The plumbing drawings did not call out for a specific shower stall or finish fixtures in these two locations. This change adds in the shower stalls and associated plumbing fixtures. Item #6: (Irrigation Flow Sensor - Credit) ($984.15) With a minor adjustment in the irrigation system during the shop drawing process it was determined that this sensor was no longer needed. This is a credit of the cost of the sensor. Item #7: (Concessions Plumbing Equipment) $3,836.70 Cost for plumbing adjustments that were necessary to match the owner supplied appliances within the concession stands. There was one adjustment made to each of the three concession stands. Confluence recommends approval of CO with payment as indicated. If there are any questions, please let me know. Respectfully, Confluence City of Waukee ___________ ____________________________________ Matthew O. Carlile, PLA, ASLA. LEED AP Tim Moerman Principal City Administrator 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors 46,544.55$ Supplier -$ LCCI 600.00$ Sub-Total 47,144.55$ 5% OH&P (Subcontractors)2,327.23$ 10% OH&P (LCCI/Suppliers)60.00$ 1.5% Bond 742.98$ TOTAL 50,274.75$ Respectfully, Jeff Mertz Larson Construction Co., Inc. Per ASI #019 Bullpen Extensions Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com January 14, 2022 Change Order Request #024 COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS ITEM #DESCRIPTION Quantity Unit Labor Material Unit Cost TOTAL 1 Material & Labor 1 600.00$ 600.00$ 2 -$ 3 -$ 4 -$ 5 -$ 6 -$ 7 -$ 8 -$ 9 -$ 10 -$ 11 -$ 12 -$ 13 -$ 14 -$ 15 -$ 600.00$ - LCCI ItemsChange Order Request #024 TOTAL Previous Current ITEM #Company Description Quantity Unit Labor Material Bid Form Unit Cost Lump Sum TOTAL 1 Elder 1 ls 3,034.55$ 3,034.55$ 3,034.55$ 3,034.55$ 2 DSM Fence 1 ls 7,010.00$ 7,010.00$ 7,010.00$ 7,010.00$ 3 Iowa Sports Turf 1 ls 31,800.00$ 31,800.00$ 31,800.00$ 31,800.00$ 4 A&M 1 ls 4,700.00$ 4,700.00$ 5,200.00$ 4,700.00$ 5 ls -$ -$ 6 ls -$ -$ 7 ls -$ -$ 8 ls -$ -$ 9 ls -$ -$ 10 ls -$ -$ 11 ls -$ -$ 12 ls -$ -$ 13 ls -$ -$ 14 ls -$ -$ 15 ls -$ -$ 46,544.55$ Change Order Request #024 - Subcontractors TOTAL thinkconfluence.com ASI 19 ATTENTION: Jeff Mertz DATE: July 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. L208 – GRADING PLAN – Issue Full Sheet a. Revision: Spot elevations updated for edge of extended baseball bullpens. 2. L209 – GRADING PLAN – Issue Full Sheet a. Revision: Spot elevations updated for edge of extended baseball bullpens. 3. L308 – SITE LAYOUT PLAN – Issue Full Sheet a. Revision: Baseball bullpens extended (2) additional fence posts along sidelines, extending 19’-5” toward the outfield. Adjust mow strips as shown in 06/L507. 4. L309 – SITE LAYOUT PLAN – Issue Full Sheet a. Revision: Baseball bullpens extended (2) additional fence posts along sidelines, extending 19’-5” toward the outfield. Adjust mow strips as shown in 06/L507. 5. L507 – SITE LAYOUT PLAN – Issue Full Sheet a. Revision: Detail 6 – Baseball bullpen fenceline extended 19’-5” from existing fenceline. Remove perpendicular mow strip in locations where concrete has been poured on site. The mow strip along the original perimeter fenceline (approx. 19’- 5”) shall remain in place. b. Clarification: Detail 6 - Softball bullpen updated to match the dimensions given on the softball field typical plan. c. Revision: Detail 2 – Pitching rubber spacing adjusted to match league standards. End of ASI 19 DSAN 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"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SSRIM 995.80RIM 991.00RIM 996.00RIM 995.89RIM 995.901001.691001.491001.491002.111002.041001.731001.801001.521001.521001.801001.731002.041002.111002.191002.121001.811001.881001.571001.601001.771001.601001.571001.881001.811002.121002.191001.941002.031001.94NW 4T H S T .01L212997.08997.17997.35997.26996.36996.46996.47996.73997.00997.02996.87996.71996.34996.54994.38994.20994.05991.80991.20991.16991.40990.57997.80997.60998.59998.39999.45999.25998.70998.8410031003100210021000 100 1 99399499599699899910001001100210011000999998997997998 9 9 6 1 0 0 0 9 9 7 9 9 8 9 9 9 1001996100-YEAR FLOOD ELEVATION: 990.52100-YEAR FLOODELEVATION: 990.52TW 999.74BW 998.21BW 994.26BW 994.58BW 996.51TW 997.76TW 998.08TW 999.81FL 997.00999.461001.111001.581001.17999.94999.08998.571002.071002.141002.071001.981002.051001.981001.571001.581001.121001.13997.27998.59999.14999.91994.35994.21992.69991.59990.351002.031002.121002.03998.01998.01994.03991.05994.08996.31997.75997.50997.72996.91997.11991.25990.55990.78992.54990.35990.00990.20991.48991.35999.00TW 1000.40BW 998.21TW 1000.64BW 1000.64TW 1000.77BW 1000.77TW 1000.77BW 997.90994.08TW 994.26BW 994.261001.321001.231.64%1001.701001.701001.631001.631001.781001.711001.711001.78File Location: N:\2017\Des Moines\17393 - Waukee Athletic Complex and Park\17393 - CAD\SHEETS\L200 Site Grading Plan / Drawn by: XX / Checked by: XX GRADING PLANL208525 17TH STREETDES MOINES, IOWA 50309PH: 515.288.4875 FAX: 515.288.8359CONTACT: JOHN ACETOARCHITECTETHOS DESIGN GROUP119 2ND STREET, P.O. BOX 169POLK CITY, IA 50226PH: 515.984.3077CONTACT: JEREMY WALLINCONFLUENCE PROJECT NO: 17393COPYRIGHT © 2020 BY CONFLUENCEALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS ANINSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDEDFOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE ORDISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUTPRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLYPROHIBITED.STRUCTURAL ENGINEERKPFF ENGINEERING604 LOCUST STREET, SUITE 202DES MOINES, IA 50309PH: 515.279.3900CONTACT: ANDREW FAUSTLANDSCAPE ARCHITECTCONFLUENCETRIUMPH PARK WAUKEE / IOWA CIVIL ENGINEERFOTH ENGINEERING8191 BIRCHWOOD CT, SUITE LJOHNSTON, IA 50131PH: 515.254.1393CONTACT: JOSH DEBOWERREVISION SCHEDULEISSUEDATEDESCRIPTIONISSUED FORCONSTRUCTIONSETFORCONSTRUCTIONMEPKCL ENGINEERING300 4TH STREETWEST DES MOINES, IA 50265PH: 515.724.7938CONTACT: JONATHON LACROIXSCALE:60'0'1"=30'01 GRADING PLANGRADING NOTES1.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/ ORLANDSCAPE ARCHITECT, AND CONSULT WITH OWNER'S REPRESENTATIVES TO DETERMINE POSSIBLE UTILITY LOCATIONS AND DEPTHS. NOCOMPENSATION 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 MAINTAINEDUNTIL 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 SECTION2010 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 CURB9.ADEQUATE SCREENING OF PARKING LOT AREAS WITH EARTH BERMS OR LANDSCAPING SHALL BE PROVIDED IN A MANNER ACCEPTABLE TO THECITY OF WAUKEE.10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE SURFACE DRAINAGE IN ALL AREAS, UNLESS OTHERWISE NOTED. ALL NEWLY GRADEDGROUND SURFACES SHALL BE FINISHED TO UNIFORM GRADES AND SLOPED IN SUCH A MANNER TO BE FREE OF DEPRESSIONS THAT CAUSEAREAS OF STANDING WATER. THE CONTRACTOR SHALL REPORT ANY CONFLICTS WITH THIS REQUIREMENT TO THE LANDSCAPE ARCHITECT FORRESOLUTION PRIOR TO FINAL GRADING OPERATIONS.11.WHERE PROPOSED GRADES MEET EXISTING, BLEND GRADES TO PROVIDE A SMOOTH TRANSITION BETWEEN THE NEW WORK AND EXISTINGWORK. PONDING AT JOINTS WILL NOT BE ACCEPTED.12.CONTACT LANDSCAPE ARCHITECT PRIOR TO BACKFILLING AGAINST EXISTING BUILDINGS. PROVIDE WATERPROOFING WHEN BACKFILLINGAGAINST EXISTING BUILDINGS.13.CONTRACTOR RESPONSIBLE FOR ALL PRIVATE LOCATES NOT COVERED BY THE IOWA ONE CALL SYSTEM.99.99M.E.GRADING LEGENDPROPOSED SPOT ELEVATIONCONTRACTOR TO MATCH EXISTINGELEVATION. IF MATCHING TOEXISTING CONDITION DOES NOTALLOW FOR PROPER WATERDRAINAGE CONTACT LANDSCAPEARCHITECT.EXISTING CONTOURSPROPOSED CONTOURSWATER INTAKESFLARED END SECTIONGRADING BREAK LINEPOINT-OF-CURVATURETOP OF CURBBOTTOM OF CURBINTAKE RIM ELEVATIONHIGH POINTTCBCRIMHPPCMATCHLINE 01/L204MATCHLINE 01/L209GRADING REVISIONS4-25-2021ASI 012RETAINING WALL EXTENSION05-27-2021ASI 016BASEBALL BULLPEN EXTENSIONS07-08-2021ASI 019ASI19ASI19ASI19ASI19 DDDDDDSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANRIM 998.00RIM 997.00RIM 997.00RIM 997.00RIM 995.90RIM 996.751001.741001.741001.711002.021001.951002.261002.161002.091001.781001.851001.541001.571001.571001.541001.741001.911002.331001.711002.021001.951002.331002.261002.161002.091001.781001.85NW 4TH ST.998.87998.511002.741002.991001.681001.471002.101001.899 9 8 9 9 9 1 0 0 0 10 0 1 10 0 2 1003100310021001100099910009999989971001 9979989991000100199699910001001100110001002100310011002FL 998.17FL 1001.48FL 1001.4201L21203L2141001.471001.331001.611001.761001.771001.461001.491001.581001.571001.681001.751001.751001.681001.921001.851001.921001.85File Location: N:\2017\Des Moines\17393 - Waukee Athletic Complex and Park\17393 - CAD\SHEETS\L200 Site Grading Plan / Drawn by: XX / Checked by: XX GRADING PLANL209525 17TH STREETDES MOINES, IOWA 50309PH: 515.288.4875 FAX: 515.288.8359CONTACT: JOHN ACETOARCHITECTETHOS DESIGN GROUP119 2ND STREET, P.O. BOX 169POLK CITY, IA 50226PH: 515.984.3077CONTACT: JEREMY WALLINCONFLUENCE PROJECT NO: 17393COPYRIGHT © 2020 BY CONFLUENCEALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS ANINSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDEDFOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE ORDISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUTPRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLYPROHIBITED.STRUCTURAL ENGINEERKPFF ENGINEERING604 LOCUST STREET, SUITE 202DES MOINES, IA 50309PH: 515.279.3900CONTACT: ANDREW FAUSTLANDSCAPE ARCHITECTCONFLUENCETRIUMPH PARK WAUKEE / IOWA CIVIL ENGINEERFOTH ENGINEERING8191 BIRCHWOOD CT, SUITE LJOHNSTON, IA 50131PH: 515.254.1393CONTACT: JOSH DEBOWERREVISION SCHEDULEISSUEDATEDESCRIPTIONISSUED FORCONSTRUCTIONSETFORCONSTRUCTIONMEPKCL ENGINEERING300 4TH STREETWEST DES MOINES, IA 50265PH: 515.724.7938CONTACT: JONATHON LACROIXFile Location: N:\2017\Des Moines\17393 - Waukee Athletic Complex and Park\17393 - CAD\SHEETS\L200 Site Grading Plan / Drawn by: XX / Checked by: XX SCALE:60'0'1"=30'01 GRADING PLANGRADING NOTES1.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/ ORLANDSCAPE ARCHITECT, AND CONSULT WITH OWNER'S REPRESENTATIVES TO DETERMINE POSSIBLE UTILITY LOCATIONS AND DEPTHS. NOCOMPENSATION 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 MAINTAINEDUNTIL 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 SECTION2010 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 CURB9.ADEQUATE SCREENING OF PARKING LOT AREAS WITH EARTH BERMS OR LANDSCAPING SHALL BE PROVIDED IN A MANNER ACCEPTABLE TO THECITY OF WAUKEE.10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE SURFACE DRAINAGE IN ALL AREAS, UNLESS OTHERWISE NOTED. ALL NEWLY GRADEDGROUND SURFACES SHALL BE FINISHED TO UNIFORM GRADES AND SLOPED IN SUCH A MANNER TO BE FREE OF DEPRESSIONS THAT CAUSEAREAS OF STANDING WATER. THE CONTRACTOR SHALL REPORT ANY CONFLICTS WITH THIS REQUIREMENT TO THE LANDSCAPE ARCHITECT FORRESOLUTION PRIOR TO FINAL GRADING OPERATIONS.11.WHERE PROPOSED GRADES MEET EXISTING, BLEND GRADES TO PROVIDE A SMOOTH TRANSITION BETWEEN THE NEW WORK AND EXISTINGWORK. PONDING AT JOINTS WILL NOT BE ACCEPTED.12.CONTACT LANDSCAPE ARCHITECT PRIOR TO BACKFILLING AGAINST EXISTING BUILDINGS. PROVIDE WATERPROOFING WHEN BACKFILLINGAGAINST EXISTING BUILDINGS.13.CONTRACTOR RESPONSIBLE FOR ALL PRIVATE LOCATES NOT COVERED BY THE IOWA ONE CALL SYSTEM.99.99M.E.GRADING LEGENDPROPOSED SPOT ELEVATIONCONTRACTOR TO MATCH EXISTINGELEVATION. IF MATCHING TOEXISTING CONDITION DOES NOTALLOW FOR PROPER WATERDRAINAGE CONTACT LANDSCAPEARCHITECT.EXISTING CONTOURSPROPOSED CONTOURSWATER INTAKESFLARED END SECTIONGRADING BREAK LINEPOINT-OF-CURVATURETOP OF CURBBOTTOM OF CURBINTAKE RIM ELEVATIONHIGH POINTTCBCRIMHPPCMATCHLINE 01/L208SOUTH QUAD PAVING6-23-2021ASI 018BASEBALL BULLPEN EXTENSIONS07-08-2021ASI 019ASI19ASI19ASI19ASI19 STSTST ST ST ST ST ST ST ST ST ST ST ST ST STSTST SA N 24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SSSTST ST ST STST DCOPRO P O S E D 1 0 ' P U E DSAN 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"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SAN24"SS01L3121353547474748485141NW 4T H S T . 25 FOOT BUFFERYARD 10.0'12.0'10.0'10.0'1 0 . 0 '471616L117L128L122L120L119L118L116L121L123L124L125L126L127L131L133L115L113L114P210P212P215P217P218P220P223P224P225P226P227P216P219P221P222P214P213P21112.0'25.0'12.0'99.0'18" DEPTH PCCMOW STRIPSTARTENDHATCH LEGENDTYPE 3 COLORED PCC, SEE DETAIL 08/L500TYPE 4 UNIT PAVERS, SEE DETAIL 09/L500TURF SEED, SEE PLANTING SHEETSNATIVE SEED, SEE PLANTING SHEETSPLANTING BED, SEE PLANTING SHEETSTYPE 2 PCC (NO AGGREGATE SUBGRADE),SEE DETAIL 07/L500SYNTHETIC TURF, SEE DETAIL 05/L502LAYOUT PLAN KEYNOTESTYPE 1 PCC WALKS, SEE DETAIL 06/L500TYPE 2 PCC DRIVES, SEE DETAIL 07/L500TYPE 2 PCC (NO AGGREGATE SUBGRADE), SEE DETAIL 07/L500TYPE 3 DECORATIVE PCC, SEE DETAIL 08/L500TYPE 4 UNIT PAVERS, SEE DETAIL 09/L500PLAYGROUND SURFACING & EQUIPMENT BY PLAYGROUND DESIGNER (ALT. 1)INTEGRAL PCC CURB & GUTTER, SEE DETAIL 14/L500PCC ROLL CURB, SEE DETAIL 15/L500STANDARD PCC CURB & GUTTER, SEE DETAIL 13/L50012" TAPERED CURB CUT ACCESS TO BIOSWALE, SEE DETAIL 20/L500FLARED CURB RAMP, SEE DETAIL 17/L500PARALLEL CURB RAMP, SEE DETAIL 16/L500CAST-IN-PLACE PLATFORM STEPS WITH FORMLINER TEXTURE, SEE DETAIL 09/L504STEEL PLATFORM STRUCTURE, SEE DETAIL 01/L504CAST-IN-PLACE RETAINING WALL WITH INTEGRATED BENCH, SEE DETAIL 02/L503CAST-IN-PLACE RETAINING WALL, SEE DETAIL 14/L502CAST-IN-PLACE PCC PLANTER CURB, SEE DEATIL 07/L514TRASH ENCLOSURE, SEE SHEET 2-A101.2ARCHITECTURAL BARRIER WALL, SEE DETAIL 09/L502FUEL ENCLOSURE, SEE SHEET 2-A101.2MANUAL ACCESS CONTROL GATE, SEE DETAIL 09/L501124679111317181920211215105143816SLIDING FENCE, SEE DETAIL 04/L509PRACTICE FIELD, SEE DETAIL 03/L507SOFTBALL FIELD, SEE DETAIL 01/L507MIRACLE FIELD, SURFACING BY OTHERS (ALT. 2), SEE DETAIL 04/L507BASEBALL FIELD, SEE DETAIL 02/L507SOFTBALL BATTING TUNNEL, SEE DETAIL 06/L513BASEBALL BATTING TUNNEL, SEE DETAIL 07/L513PRACTICE FIELD BATTING TUNNEL, SEE DETAIL 05/L51321-FOOT, 3-TIERED ALUMINUM BLEACHERS, SEE DETAIL 02/L50225'X8' BLEACHER SHADE SAIL, SEE DETAIL 04/L5022-POST SHADE SAIL SHELTER, SEE DETAIL 12/L501DUGOUT ENCLOSURE, SEE DETAIL 01/L511MIRACLE DUGOUT, SEE DETAIL 01/L512SCOREBOARD, SEE DETAIL 14/L508TABLE, SEE DETAIL 04/L5013-SEAT TABLE, SEE DETAIL 04/L501BENCH (BACKED), SEE DETAIL 07/L501BENCH (BACKLESS), SEE DETAIL 05/L506SLAB BENCH, SEE DETAIL 03/L501BIKE RACK (OWNER PURCHASED), SEE DETAIL 06/L501TRASH RECEPTACLE, SEE DETAIL 05/L501222324252627303133323638413540282939423734FLAGPOLE, SEE DETAIL 08/L501DRINKING FOUNTAIN, SEE ARCHITECTURAL SHEETSPOND AERATOR, AS SPECIFIEDIRRIGATION PUMP, SEE IRRIGATION SHEETSTURF, SEE PLANTING SHEETSNATIVE SEED, SEE PLANTING SHEETSPLANTING BED, SEE PLANTING SHEETSBIOSWALE, SEE DETAIL 09/L514STONE OUTCROPPING, 36 SF MAX, SEE DETAIL 16/L501.SYNTHETIC TURF SURFACING (ALT. 11), SEE DETAIL 05/L502SINGLE-SIDED MONUMENT SIGNAGE, SEE DETAIL 02/L705DOUBLE-SIDED MONUMENT SIGNAGE, SEE DETAIL 01/L705TEAM SIGNAGE, SEE DETAIL 04/L706INFORMATIONAL KIOSK, SEE DETAIL 04/L709DIRECTIONAL SIGNAGE, SEE DETAIL 01/L707ACCESSIBLE PARKING SIGN, SEE DETAIL 01/L501STOP SIGN, SEE DETAIL 02/L501FIRE HYDRANT, SEE CIVIL SHEETSTRANSFORMER, SEE ELECTRICAL SHEETSSWITCHGEAR, SEE ELECTRICAL SHEETSEXISTING PEDESTRIAN BRIDGE434446474851535463455049555657606162525859File Location: N:\2017\Des Moines\17393 - Waukee Athletic Complex and Park\17393 - CAD\SHEETS\L300 Site Layout Plan / Drawn by: XX / Checked by: XX SITE LAYOUT PLANL308525 17TH STREETDES MOINES, IOWA 50309PH: 515.288.4875 FAX: 515.288.8359CONTACT: JOHN ACETOARCHITECTETHOS DESIGN GROUP119 2ND STREET, P.O. BOX 169POLK CITY, IA 50226PH: 515.984.3077CONTACT: JEREMY WALLINCONFLUENCE PROJECT NO: 17393COPYRIGHT © 2020 BY CONFLUENCEALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS ANINSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDEDFOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE ORDISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUTPRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLYPROHIBITED.STRUCTURAL ENGINEERKPFF ENGINEERING604 LOCUST STREET, SUITE 202DES MOINES, IA 50309PH: 515.279.3900CONTACT: ANDREW FAUSTLANDSCAPE ARCHITECTCONFLUENCETRIUMPH PARK WAUKEE / IOWA CIVIL ENGINEERFOTH ENGINEERING8191 BIRCHWOOD CT, SUITE LJOHNSTON, IA 50131PH: 515.254.1393CONTACT: JOSH DEBOWERREVISION SCHEDULEISSUEDATEDESCRIPTIONISSUED FORCONSTRUCTIONSETFORCONSTRUCTIONMEPKCL ENGINEERING300 4TH STREETWEST DES MOINES, IA 50265PH: 515.724.7938CONTACT: JONATHON LACROIXLAYOUT NOTES:1.ALL CURBS RAMPS TO BE BUILT AS PER FEDERAL ACCESSIBILITYSTANDARDS.2.PAVING DIMENSIONS ARE TO BACK OF CURB UNLESSOTHERWISE NOTED.3.BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROMSURVEY ARE PREPARED BY BISHOP ENGINEERING, 3501 104THSTREET, URBANDALE, IOWA 50322.4.ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES ANDSTANDARDS. NOTHING INDICATED ON THESE DRAWINGS SHALLRELIEVE THE CONTRACTOR FROM COMPLYING WITH ANYAPPROPRIATE SAFETY REGULATIONS.5.VERIFY COORDINATES PRIOR TO CONSTRUCTION.6.CONTRACTOR TO SUPPLY AND INSTALL ALL NECESSARYSLEEVES UNDER PAVING AND WALKS.7.PROPOSED SIGNAGE TO MEET CITY CODES FOR GROUND SIGNS.8.PAVEMENT TYPES:TYPE 1: 6" PCCTYPE 2: 8" PCCTYPE 3: 6" COLORED PCCTYPE 4: UNIT PAVERSMATCHLINE 02/L307 MATCHLINE 01/L304MATCHLINE 01/L304SCALE:30'60'15'7.5'0'1"=30'01 LAYOUT PLANRETAINING WALL EXTENSION05-27-2021ASI 016BASEBALL BULLPEN EXTENSIONS07-08-2021ASI 019ASI19ASI19ASI19ASI19 ST ST ST ST ST ST ST ST ST STSTST S TSTSTSTSTSTSTSTSTSTSTSTSTS T S T STS T S T ST STSTSTSANSANSANSANST ST DCODDDST ST ST ST ST ST ST ST ST ST ST STSTST180897 SF4.15 ACLOT "C"DDPROPOSED 10' PUE PROPOSED 10' PUE PROPOSED PUBLIC STORM SEWER EASEMENTDDDDDDSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN135354747474701L312NW 4TH ST. 25 FOOT BUFFERYARD14.0'03L314L139L138L135L137L13635P280P279HATCH LEGENDTYPE 3 COLORED PCC, SEE DETAIL 08/L500TYPE 4 UNIT PAVERS, SEE DETAIL 09/L500TURF SEED, SEE PLANTING SHEETSNATIVE SEED, SEE PLANTING SHEETSPLANTING BED, SEE PLANTING SHEETSTYPE 2 PCC (NO AGGREGATE SUBGRADE),SEE DETAIL 07/L500SYNTHETIC TURF, SEE DETAIL 05/L502LAYOUT PLAN KEYNOTESTYPE 1 PCC WALKS, SEE DETAIL 06/L500TYPE 2 PCC DRIVES, SEE DETAIL 07/L500TYPE 2 PCC (NO AGGREGATE SUBGRADE), SEE DETAIL 07/L500TYPE 3 DECORATIVE PCC, SEE DETAIL 08/L500TYPE 4 UNIT PAVERS, SEE DETAIL 09/L500PLAYGROUND SURFACING & EQUIPMENT BY PLAYGROUND DESIGNER (ALT. 1)INTEGRAL PCC CURB & GUTTER, SEE DETAIL 14/L500PCC ROLL CURB, SEE DETAIL 15/L500STANDARD PCC CURB & GUTTER, SEE DETAIL 13/L50012" TAPERED CURB CUT ACCESS TO BIOSWALE, SEE DETAIL 20/L500FLARED CURB RAMP, SEE DETAIL 17/L500PARALLEL CURB RAMP, SEE DETAIL 16/L500CAST-IN-PLACE PLATFORM STEPS WITH FORMLINER TEXTURE, SEE DETAIL 09/L504STEEL PLATFORM STRUCTURE, SEE DETAIL 01/L504CAST-IN-PLACE RETAINING WALL WITH INTEGRATED BENCH, SEE DETAIL 02/L503CAST-IN-PLACE RETAINING WALL, SEE DETAIL 14/L502CAST-IN-PLACE PCC PLANTER CURB, SEE DEATIL 07/L514TRASH ENCLOSURE, SEE SHEET 2-A101.2ARCHITECTURAL BARRIER WALL, SEE DETAIL 09/L502FUEL ENCLOSURE, SEE SHEET 2-A101.2MANUAL ACCESS CONTROL GATE, SEE DETAIL 09/L501124679111317181920211215105143816SLIDING FENCE, SEE DETAIL 04/L509PRACTICE FIELD, SEE DETAIL 03/L507SOFTBALL FIELD, SEE DETAIL 01/L507MIRACLE FIELD, SURFACING BY OTHERS (ALT. 2), SEE DETAIL 04/L507BASEBALL FIELD, SEE DETAIL 02/L507SOFTBALL BATTING TUNNEL, SEE DETAIL 06/L513BASEBALL BATTING TUNNEL, SEE DETAIL 07/L513PRACTICE FIELD BATTING TUNNEL, SEE DETAIL 05/L51321-FOOT, 3-TIERED ALUMINUM BLEACHERS, SEE DETAIL 02/L50225'X8' BLEACHER SHADE SAIL, SEE DETAIL 04/L5022-POST SHADE SAIL SHELTER, SEE DETAIL 12/L501DUGOUT ENCLOSURE, SEE DETAIL 01/L511MIRACLE DUGOUT, SEE DETAIL 01/L512SCOREBOARD, SEE DETAIL 14/L508TABLE, SEE DETAIL 04/L5013-SEAT TABLE, SEE DETAIL 04/L501BENCH (BACKED), SEE DETAIL 07/L501BENCH (BACKLESS), SEE DETAIL 05/L506SLAB BENCH, SEE DETAIL 03/L501BIKE RACK (OWNER PURCHASED), SEE DETAIL 06/L501TRASH RECEPTACLE, SEE DETAIL 05/L501222324252627303133323638413540282939423734FLAGPOLE, SEE DETAIL 08/L501DRINKING FOUNTAIN, SEE ARCHITECTURAL SHEETSPOND AERATOR, AS SPECIFIEDIRRIGATION PUMP, SEE IRRIGATION SHEETSTURF, SEE PLANTING SHEETSNATIVE SEED, SEE PLANTING SHEETSPLANTING BED, SEE PLANTING SHEETSBIOSWALE, SEE DETAIL 09/L514STONE OUTCROPPING, 36 SF MAX, SEE DETAIL 16/L501.SYNTHETIC TURF SURFACING (ALT. 11), SEE DETAIL 05/L502SINGLE-SIDED MONUMENT SIGNAGE, SEE DETAIL 02/L705DOUBLE-SIDED MONUMENT SIGNAGE, SEE DETAIL 01/L705TEAM SIGNAGE, SEE DETAIL 04/L706INFORMATIONAL KIOSK, SEE DETAIL 04/L709DIRECTIONAL SIGNAGE, SEE DETAIL 01/L707ACCESSIBLE PARKING SIGN, SEE DETAIL 01/L501STOP SIGN, SEE DETAIL 02/L501FIRE HYDRANT, SEE CIVIL SHEETSTRANSFORMER, SEE ELECTRICAL SHEETSSWITCHGEAR, SEE ELECTRICAL SHEETSEXISTING PEDESTRIAN BRIDGE434446474851535463455049555657606162525859File Location: N:\2017\Des Moines\17393 - Waukee Athletic Complex and Park\17393 - CAD\SHEETS\L300 Site Layout Plan / Drawn by: XX / Checked by: XX SITE LAYOUT PLANL309525 17TH STREETDES MOINES, IOWA 50309PH: 515.288.4875 FAX: 515.288.8359CONTACT: JOHN ACETOARCHITECTETHOS DESIGN GROUP119 2ND STREET, P.O. BOX 169POLK CITY, IA 50226PH: 515.984.3077CONTACT: JEREMY WALLINCONFLUENCE PROJECT NO: 17393COPYRIGHT © 2020 BY CONFLUENCEALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS ANINSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDEDFOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE ORDISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUTPRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLYPROHIBITED.STRUCTURAL ENGINEERKPFF ENGINEERING604 LOCUST STREET, SUITE 202DES MOINES, IA 50309PH: 515.279.3900CONTACT: ANDREW FAUSTLANDSCAPE ARCHITECTCONFLUENCETRIUMPH PARK WAUKEE / IOWA CIVIL ENGINEERFOTH ENGINEERING8191 BIRCHWOOD CT, SUITE LJOHNSTON, IA 50131PH: 515.254.1393CONTACT: JOSH DEBOWERREVISION SCHEDULEISSUEDATEDESCRIPTIONISSUED FORCONSTRUCTIONSETFORCONSTRUCTIONMEPKCL ENGINEERING300 4TH STREETWEST DES MOINES, IA 50265PH: 515.724.7938CONTACT: JONATHON LACROIXLAYOUT NOTES:1.ALL CURBS RAMPS TO BE BUILT AS PER FEDERAL ACCESSIBILITYSTANDARDS.2.PAVING DIMENSIONS ARE TO BACK OF CURB UNLESSOTHERWISE NOTED.3.BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROMSURVEY ARE PREPARED BY BISHOP ENGINEERING, 3501 104THSTREET, URBANDALE, IOWA 50322.4.ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES ANDSTANDARDS. NOTHING INDICATED ON THESE DRAWINGS SHALLRELIEVE THE CONTRACTOR FROM COMPLYING WITH ANYAPPROPRIATE SAFETY REGULATIONS.5.VERIFY COORDINATES PRIOR TO CONSTRUCTION.6.CONTRACTOR TO SUPPLY AND INSTALL ALL NECESSARYSLEEVES UNDER PAVING AND WALKS.7.PROPOSED SIGNAGE TO MEET CITY CODES FOR GROUND SIGNS.8.PAVEMENT TYPES:TYPE 1: 6" PCCTYPE 2: 8" PCCTYPE 3: 6" COLORED PCCTYPE 4: UNIT PAVERSMATCHLINE 01/L304SCALE:30'60'15'7.5'0'1"=30'01 LAYOUT PLANBASEBALL BULLPEN EXTENSIONS07-08-2021ASI 019ASI19ASI19ASI19ASI19 6'-0" CHAIN LINK FENCE, SPACEPOSTS AT 10'-0" MAX., SEEDETAIL 01/L509BACKSTOP WALL, SEEDETAIL 02/L510DUGOUT, SEE DETAIL01/L5116'-0" CHAIN LINK GATE,SEE DETAIL 05/L50915'-0" FOUL POLE WITHWING, REFER TO DETAIL09/L508, TYP.CANTILEVERED SLIDING GATE, REFER TOLAYOUT PLAN FOR SPECIFIC SIDE OF FIELDS,SEE DETAIL 04/L509BULLPEN, SEE DETAIL 06/L507,PLAN B, TYP.PITCHING RUBBER, SPACEANCHORS FOR MOUNTING 35'-0",40'-0", AND 43'-0" FROM HOMEPLATE, SEE DETAIL 05/L5081'-0" WIDE CONCRETECOLLAR AROUND FENCELINE, REFER TO DETAIL03/L509EMBEDDED HOME PLATE,SEE DETAIL 06/L508DOUBLE FIRST BASE, SEE DETAIL 04/L508NOTE:1.REFER TO DETAILS 05/L507 FOR CLAY BRICKINFIELD REINFORCEMENT LAYOUTS2.ARRANGE BASE ANCHORS IN 60'-0" AND70'-0" DIAMOND LAYOUTS FROM EMBEDDEDHOME PLATE TO ALLOW FOR MOVEABLEBASE LAYOUTS. PROVIDE GROUND PLUGSFOR BASE ANCHORS NOT OCCUPIED BY ASINGLE BASE,SEE DETAIL07/L508, TYP.26'-9"98'-7"102'-6"R 1 8 0 ' - 1 "R105'-6 " 9 ' - 0 " 26'-0"60'-0"10'-0"36'-11"93'-1"93'-1"36'-11"60'-0"26'-0"25'-5"51'-5"20'-11"12'-1"33'-0"SKINNED INFIELD, SEEDETAIL 02/L508FIELD SEED, AS SPECIFIED.4'-0"BACKSTOP WALL DRAINAGE PIPE,INSTALL ALONG FACE OF WALLADJACENT TO INFIELDSURFACING, SEE DETAIL ###MIRACLE FIELD TYPICAL1"=1'6'-0" CHAIN LINK FENCE,SEE DETAIL 01/L509, TYP.6'-0" CHAIN LINK GATE, SEE DETAIL 05/L509EVERTOP SYSTEM COLOR # 1, SEE DETAIL13/L508EVERTOP SYSTEM COLOR # 2, SEE DETAIL13L508EVERTOP SYSTEM COLOR # 3, SEE DETAIL13/L50815'-0" WINGED FOUL POLE, REFERTO DETAIL 09/L508MIRACLE DUGOUT, SEE DETAIL 01/L51225'-0"35'-138"35'-714"14'-734"39'-734"50'-0"28'-312"70'-0"50'-0"70'-0"28'-312"R8'-818"BACKSTOP WALL, SEE DETAIL 03/L510DOUBLE CHAINLINK SWINGGATE, SEEDETAIL 02/L509SKINNED INFIELDSEE DETAIL 02/L508PRACTICE FIELD BATTINGTUNNEL, SEE DETAIL 05/L513PRACTICE FIELD TYPICAL132"=1'R50' -0 " (TYP . )10'-0" O.C.26'-0"90'-0"90'-0"26'-0"17'-6"26'-0"90'-0"90'-0"26'-0"17'-6"06L50906L509COORDINATE POINT,REFER TO LAYOUT PLANFOR NORTHING/EASTINGCOORDINATES, TYP.NOTE:1.REFER TO DETAILS 05/L507 FOR CLAY BRICKINFIELD REINFORCEMENT LAYOUTS2.ARRANGE BASE ANCHORS IN 60'-0", 70'-0",80'-0", AND 90'-0" DIAMOND LAYOUTS FROMEMBEDDED HOME PLATE TO ALLOW FORMOVEABLE BASE LAYOUTS. PROVIDEGROUND PLUGS FOR BASE ANCHORS NOTOCCUPIED BY A BASE.BACKSTOP, SEE DETAIL01/L510DUGOUT, SEE DETAIL01/L511EMBEDDED HOME PLATE,SEE DETAIL 06/L508PITCHING RUBBER, SPACEANCHORS FOR MOUNTING 46'-0",48'-0", 54'-0", AND 60'-6" FROMHOME PLATE, SEE DETAIL 05/L5086'-0" CHAIN LINK FENCE, SPACEPOSTS AT 10'-0" MAX., SEEDETAIL 01/L5096'-0" CHAIN LINK GATE,SEE DETAIL 05/L50915'-0" FOUL POLE WITHWING, REFER TO DETAIL09/L508, TYP.BULLPEN, SEE DETAIL 06/L507,PLAN A, TYP.1'-0" WIDE CONCRETECOLLAR AROUND FENCELINE, REFER TO DETAIL03/L509DOUBLE FIRST BASE, SEE DETAIL 04/L50845'-7"127'-3"31'-1"141'-1"46'-0"60'-0"10'-0"10'-0"10'-0"50'-0"145'-0"46'-0"60'-0" 10'-0" 10'-0" 10'-0" 145'-0"14'-0"37'-0"SKINNED INFIELD, SEEDETAIL 02/L508FIELD SEED, AS SPECIFIED.2'-1038"41 4"76'-5"38'-10"R 9 5 ' - 0 "R2 5 5 ' - 5 3 8"CANTILEVERED SLIDING GATE, REFER TOLAYOUT PLAN FOR SPECIFIC SIDE OF FIELDS,SEE DETAIL 04/L5092'-6"4'-0"6"6"4'-0"6'-0"5'-0"3'-4"CATCHER'SBOXBATTER'S BOXNOTES:1.PLACE CLAY BLOCKS 12"BELOW PITCHING RUBBERAND HOMEPLATECLAY BRICKS, TYP.1'-0" WIDE CONCRETE COLLAR AROUNDFENCE LINE, REFER TO DETAIL 03/L509DOME POST CAP WITH SET SCREWOR SPOT WELDED1 58" DIA. TOP BRACE RAILINCLUDE FENCE GUARDALONG FENCELINEADJACENT TO FIELD, TYP.SAWCUT AND REMOVEHIGHLIGHTED MOW STRIP FROMBULLPEN WHERE POURED ON-SITEMOUNTED HOME PLATE, SEE DETAIL06/L5084'-0"10'-0"10'-0"35'-0"5'-0"3'-0"4'-212"4'-212"51'-5"PITCHING RUBBER, SEEDETAIL 05/L5087'-1112"57'-0"76'-5"19'-5"EXPANDED FENCELINE AND MOW STRIPSKINNED INFIELD CLAY SURFACE,SEE DETAIL 02/L5081'-0" WIDE CONCRETECOLLAR AROUNDFENCE LINE, REFERTO DETAIL 03/L509DOME POST CAPWITH SET SCREWOR SPOT WELDED1 58" DIA. TOP BRACE RAIL, INCLUDEFENCE GUARD ALONG FENCELINEADJACENT TO FIELD, TYP.MOUNTED HOMEPLATE, SEE DETAIL06/L508SKINNED INFIELD CLAYSURFACE, SEE DETAIL02/L50846'-0"2'-0"6'-0"6'-6"7'-1112"PLAN A: BASEBALL BULLPENPLAN B: SOFTBALL BULLPEN4'-0"PITCHING RUBBER, SEE DETAIL 05/L508ATHLETIC FIELDENLARGEMENTSL507File Location: N:\2017\Des Moines\17393 - Waukee Athletic Complex and Park\17393 - CAD\SHEETS\L600 Site Details / Drawn by: XX / Checked by: XX 525 17TH STREETDES MOINES, IOWA 50309PH: 515.288.4875 FAX: 515.288.8359CONTACT: JOHN ACETOARCHITECTETHOS DESIGN GROUP119 2ND STREET, P.O. BOX 169POLK CITY, IA 50226PH: 515.984.3077CONTACT: JEREMY WALLINCONFLUENCE PROJECT NO: 17393COPYRIGHT © 2020 BY CONFLUENCEALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS ANINSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDEDFOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE ORDISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUTPRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLYPROHIBITED.STRUCTURAL ENGINEERKPFF ENGINEERING604 LOCUST STREET, SUITE 202DES MOINES, IA 50309PH: 515.279.3900CONTACT: ANDREW FAUSTLANDSCAPE ARCHITECTCONFLUENCETRIUMPH PARK WAUKEE / IOWA CIVIL ENGINEERFOTH ENGINEERING8191 BIRCHWOOD CT, SUITE LJOHNSTON, IA 50131PH: 515.254.1393CONTACT: JOSH DEBOWERREVISION SCHEDULEISSUEDATEDESCRIPTIONISSUED FORCONSTRUCTIONSETFORCONSTRUCTIONMEPKCL ENGINEERING300 4TH STREETWEST DES MOINES, IA 50265PH: 515.724.7938CONTACT: JONATHON LACROIX1/16" = 1'L507ENLARGEMENT PLAN: MIRACLE FIELD TYPICAL041/32" = 1'L507ENLARGEMENT PLAN: SOFTBALL FIELD TYPICAL011/32" = 1'L507ENLARGEMENT PLAN: PRACTICE FIELD TYPICAL031/32" = 1'L507ENLARGEMENT PLAN: BASEBALL FIELD TYPICAL02N.T.SL507ENLARGEMENT: BULLPEN LAYOUT06N.T.SL507ENLARGEMENT: HOME PLATE CLAY BRICK LAYOUT05SHOP DRAWINGSREQUIREDBACKSTOP & DUGOUT REVISIONS11-03-2020ASI 0303ASI03ASIBASEBALL BULLPEN EXTENSIONS07-08-2021ASI 019ASI19ASI19ASI19ASI19 9:02 am Friday, July 9, 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-1 DESCRIPTION AMOUNTUNIT PRICEUNITQUANTITYITEM NOTES: 1. EXCLUSIONS: A.We exclude in our scope of work: bonds, permits and AGC dues, liquidated damages, cost of inspection, layout staking/surveying, compaction tests, soil testing, utility cut-offs, saw cuts, damage to utilities or conduits embedded in concrete, dewatering, abandoning or removal of intakes or manholes, temporary access roads, sheeting or shoring, handling of contaminated soils, unacceptable soil removal or replacement, frost excavation, frost removal, work when temps are 10 degrees or below, over excavation or recompaction, soil stabilization, foundation or footing excavation, backfill of foundation walls, removal of foundation spoil, excavation or backfill of retaining walls, handling of other contractor's soil, import or export of soil, import or export of granular materials, import of topsoil or black dirt, well abandonment, under cutting fill areas, fine grading, hand excavation, grading for sidewalks, repair to any work damaged by others, traffic control, hand tamping, silt fences, erosion control, mowing, seeding or sodding, connection fees, pavement removal or replacement for utilities unless stated above, boxout paving around intakes or steel plates to cover intakes and adjustment of fixtures, System Development Fee, As-Built Drawing . 2. SPECIAL CONSIDERATIONS: A.All service lines stop 5' away from building. Utility items tied to Earthwork items. All utilities backfilled with trench spoils - Compaction to be with existing soil to 95% Standard Proctor. This Proposal may be withdrawn by us if not accepted within 14 days. Payment to be made in monthly draws. Nothing shall obligate Elder Corporation outside the scope listed herein. B. We are not responsible for locating or notifying private utilities . C. Contractor shall accept pad or parking grades prior to work done by other trades. Grading tolerances to be within plus or minus two tenths of a foot. 3.The Agreement may be withdrawn by Elder Corporation without notice at any time prior to receipt by Elder Corporation at its home office of a fully executed copy of same . 4.The laws of the State of Iowa shall apply to all claims and disputes arising out of or related to this Agreement and/or the Project. ACCEPTANCE OF PROPOSAL We have carefully read and reviewed and hereby accept the foregoing Proposal for Construction Agreement from Elder Corporation. By: _________________________________________________ Date: _____________________ Title: ____________________________ This Agreement is not binding on Elder Corporation unless and until signed by an officer of Elder Corporation in the space indicated below and delivered to the Owner. By:__________________________________________________ Date:______________________ Title:_____________________________ Line Total $31,800.00 Subtotal $31,800.00 $0.00 Sales Tax $- Total $31,800.00 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 No changes needed to irrigation (remember owner provides bases and anchors, they will need to order 16 more, reference 05,L508) Quote July 13, 2021 Customer:Quote/Project Description Larson Construction ASI-19 Description Installation of additional infield material in 8 locations Additional 20' of flat drain drainage per location Installation of 2 additional bases and anchors Estimate ESTIMATE #1854 DATE 07/14/2021 A+M Builders 3171 99th St, Urbandale Iowa 50322 Ph 515-336-4691 info@ambuildersiowa.com www.ambuildersiowa.com How To Accept Estimate #1854 Total amount $5,200.00 To accept this quote, please call or email us using the details at the top of the page. Thank you for your business, have a great day! BILL TO Eric Gruber Larson Construction 600 17th Street SE Independence, IA JOB ADDRESS Triumph Park, Waukee, IA DESCRIPTION removal of existing 6 complete bull pins, grade, form, pour 15' of added mow strip for 8 bull pins on the 4 baseball fields. ITEM QTY UNIT PRICE AMOUNT mow strip ext. mow strip extensions on bull pins 8 $650.00 $5,200.00 SUBTOTAL $5,200.00 TAX $0.00 TOTAL $5,200.00 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Iowa Sports Turf 12,751.00$ Supplier -$ LCCI -$ Sub-Total 12,751.00$ 5% OH&P (Subcontractors)637.55$ 10% OH&P (LCCI/Suppliers)-$ 1.5% Bond 200.83$ TOTAL 13,589.38$ Respectfully, Jeff Mertz Larson Construction Co., Inc. Per ASI #22 Synthetic Turf Subdrain Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com August 30, 2021 Change Order Request #027 COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS thinkconfluence.com ASI 22 ATTENTION: Jeff Mertz DATE: July 28th, 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: SCOPE 1. OMIT: 601 LF of 2” subdrain (under playground surfacing) 2. OMIT: 139 LF of 6” subdrain (under playground surfacing) 3. ADD: 697 LF of 2” subdrain (under synthetic turf pedestrian areas) CHANGES TO THE DRAWINGS 4. C101 – UTILITY LAYOUT – Issue Full Sheet a. Revision: Add 2” subdrain under synthetic turf pedestrian areas (4 locations). Connect to adjacent field subdrain. Protect existing concrete mow edge and backfill with pea gravel. 5. C102 – UTILITY LAYOUT – Issue Full Sheet a. Revision: Remove 2” subdrain under playground surfacing. b. Revision: Remove 6” subdrain under playground surfacing. c. Note: 6” subdrain along back perimeter of playground wall is to remain. 6. C103 – UTILITY LAYOUT – Issue Full Sheet a. Revision: Add 2” subdrain under synthetic turf pedestrian areas (4 locations). Connect to adjacent field subdrain. Protect existing concrete mow edge and backfill with pea gravel. TRIUMPH PARK / 17393-02 Page 2 of 2 thinkconfluence.com 7. C105 – UTILITY LAYOUT – Issue Full Sheet a. Revision: Add 2” subdrain under synthetic turf pedestrian areas (4 locations). Connect to adjacent field subdrain. Protect existing concrete mow edge and backfill with pea gravel. 8. L502 – SITE DETAILS – Issue Full Sheet a. Clarification: Detail 05 – 2” subdrain added to profile section, ensure stone base slopes toward subdrain. End of ASI 22 S S S DWVHYDHYDWVHYD CO CO D D CO CO CO CO CO CONTACT: JOHN ACETO PH: 515.288.4875 FAX: 515.288.8359 DES MOINES, IOWA 50309 525 17TH STREET CONTACT: JEREMY WALLIN PH: 515.984.3077 POLK CITY, IA 50226 119 2ND STREET, P.O. BOX 169 ETHOS DESIGN GROUP ARCHITECT 17393CONFLUENCE PROJECT NO: PROHIBITED. PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN 2020 BY CONFLUENCE ©COPYRIGHT CONTACT: ANDREW FAUST PH: 515.279.3900 DES MOINES, IA 50309 604 LOCUST STREET, SUITE 202 KPFF ENGINEERING STRUCTURAL ENGINEER CONFLUENCE LANDSCAPE ARCHITECT WAUKEE / IOWATRIUMPH PARKCONTACT: JOSH DEBOWER PH: 515.254.1393 JOHNSTON, IA 50131 8191 BIRCHWOOD CT, SUITE L FOTH ENGINEERING CIVIL ENGINEER REVISION SCHEDULE ISSUE DATE DESCRIPTION ISSUED FOR SET CONSTRUCTION CONSTRUCTION FOR CONTACT: JONATHON LACROIX PH: 515.724.7938 WEST DES MOINES, IA 50265 300 4TH STREET KCL ENGINEERING MEP DETAIL 02, TYP. SEE SHEET C300 2" SUBDRAIN DETAIL 02, TYP. SEE SHEET C300 2" SUBDRAIN DETAIL 02, TYP. SEE SHEET C300 2" SUBDRAIN DETAIL 02, TYP. SEE SHEET C300 2" SUBDRAIN 20'TYP.20'TYP.20'TYP.20'TYP.154.58 LF 209.68 LF 6" 45° BEND 6" 45° BEND C106 01 MATCHLINE 01/C102 / Drawn by: WBT / Checked by: JCDc:\pw_workdir\pw_ie\fvd_wbt\d0432691\0020C020.01_C100File Location: 01 UTILTIY LAYOUT SCALE:1"=30' 0'7.5'15'30'60'C101 UTILITY LAYOUT21.74 LF28.41 LF T/P=988.34' 6" 45° VERT. BEND T/P=993.63' 6" 45° VERT. BEND 7.35 LF RIM(FG)=1001.70 RIM(EX)=1002.71 ADJUST EX SAN MH 15" RCP EXISTING 15" RCP EXISTING C301, DETAIL 11, TYP. CONNECTION, SEE SHEET 15" RCP EXISTING 15" RCP EXISTING 15" RCP EXISTING 15" RCP EXISTING 18" RCP EXISTING B/P (STORM) = 989.80' T/P (WATER) = 988.13' CRITICLA CROSSING 18" RCP EXISTING 24" RCP EXISTING 42" RCP EXISTING 42" RCP EXISTING 42" RCP EXISTING 42" RCP EXISTING 42" RCP EXISTING PROP SAN SEWER LINES PROP STORM SEWER LINES PROP SUBDRAIN LINES PROP WATER MAIN LINES LEGEND FG=998.90' FIRE HYDRANT ASSEMBLY 2" SUBDRAIN 2" SUBDRAIN 2" SUBDRAIN 2" SUBDRAIN C301, DETAIL 10, TYP. CONNECTION, SEE SHEET 2" SUBDRAIN 2" SUBDRAIN 2" SUBDRAIN 6" SUBDRAIN C301, DETAIL 10, TYP. CONNECTION, SEE SHEET 15" RCP EXISTING C301, DETAIL 11, TYP. CONNECTION, SEE SHEET C301, DETAIL 10, TYP. CONNECTION, SEE SHEET C301, DETAIL 10, TYP. CONNECTION, SEE SHEET C301, DETAIL 10, TYP. CONNECTION, SEE SHEET C301, DETAIL 10, TYP. CONNECTION, SEE SHEET C301, DETAIL 10, TYP. CONNECTION, SEE SHEET C301, DETAIL 10, TYP. CONNECTION, SEE SHEET C301, DETAIL 10, TYP. CONNECTION, SEE SHEET C301, DETAIL 10, TYP. CONNECTION, SEE SHEET C301, DETAIL 10, TYP. CONNECTION, SEE SHEET15" RCP EXISTING B/P (STORM) = 984.83' T/P (WATER) = 983.41' CRITICAL CROSSING C301, DETAIL 11, TYP. CONNECTION, SEE SHEET C301, DETAIL 11, TYP. CONNECTION, SEE SHEET RIM(FG)=1001.96 RIM(EX)=1001.59 ADJUST EX SAN MH FL=998.96' 6" SUBDRAIN 0.86% 0.86% FL=998.96' 6"SUBDRAIN 0.86%0.86%FL=997.43' 6"SUBDRAIN 1.59% FL=997.43' 6" SUBDRAIN 1.59%0.50%0.50%FL=999.41' 6" SUBDRAIN0.50%0.50% FL=998.24' 6"SUBDRAIN 5' TYP. 5' TYP. 5' TYP.5' TYP. 5' TYP. 5' TYP. 5' TYP. 5' TYP. FL=999.18' 6" SUBDRAIN FL=999.18' 6" SUBDRAIN FL=997.70' 6" SUBDRAIN FL=997.70' 6" SUBDRAIN FL=999.63' 6" SUBDRAIN FL=998.51' 6" SUBDRAIN 0.63%0.63% 1.54% 0. 5 0 %0.63%0.63%1.54%0.50%5' TYP. 5' TYP. 5' TYP. FL=999.64' 6" SUBDRAIN FL=999.00' 6" SUBDRAIN FL=999.19' 6" SUBDRAIN FL=999.19' 6" SUBDRAIN FL=998.19' 6" SUBDRAIN FL=998.19' 6" SUBDRAIN 5' TYP. 0.69%0.69% 0. 5 0 %1.04%0.50% 0. 5 0 %0.50%1.04%0.69%0.69%5' TYP. 5' TYP. 5' TYP. 5' TYP. FL=999.79' 6" SUBDRAIN FL=998.98' 6" SUBDRAIN FL=999.34' 6" SUBDRAIN FL=999.34' 6" SUBDRAIN FL=998.17' 6" SUBDRAIN FL=998.17' 6" SUBDRAIN 0.56% 0.56% 1.21%0.50%0.50%0.56%0.56%1.21%0.50%0.50%DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN 1534347.034E 593489.801N 6" GATE VALVE ASI 004 11/03/2020 VALVE LOCATION CLARIFICATION 2" SUBDRAIN CONCRETE PROTECT CONCRETE PROTECT CONCRETE PROTECT CONCRETE PROTECT 2" SUBDRAIN 2" SUBDRAIN 2" SUBDRAIN ASI 022 SUBDRAIN MODIFICATIONS D S CO CO D CO CO CO CO CO CO 168 8 8 8 30 20 10 CONTACT: JOHN ACETO PH: 515.288.4875 FAX: 515.288.8359 DES MOINES, IOWA 50309 525 17TH STREET CONTACT: JEREMY WALLIN PH: 515.984.3077 POLK CITY, IA 50226 119 2ND STREET, P.O. BOX 169 ETHOS DESIGN GROUP ARCHITECT 17393CONFLUENCE PROJECT NO: PROHIBITED. PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN 2020 BY CONFLUENCE ©COPYRIGHT CONTACT: ANDREW FAUST PH: 515.279.3900 DES MOINES, IA 50309 604 LOCUST STREET, SUITE 202 KPFF ENGINEERING STRUCTURAL ENGINEER CONFLUENCE LANDSCAPE ARCHITECT WAUKEE / IOWATRIUMPH PARKCONTACT: JOSH DEBOWER PH: 515.254.1393 JOHNSTON, IA 50131 8191 BIRCHWOOD CT, SUITE L FOTH ENGINEERING CIVIL ENGINEER REVISION SCHEDULE ISSUE DATE DESCRIPTION ISSUED FOR SET COSNTRUCTION CONSTRUCTION FOR CONTACT: JONATHON LACROIX PH: 515.724.7938 WEST DES MOINES, IA 50265 300 4TH STREET KCL ENGINEERING MEP MATCHLINE 01/C101MATCHLINE 01/C103MATCHLINE 01/C104 196.75 LF 261.89 LF 173.45 LF 79.23 LF291.11 LF6" 45° BEND 8" 45° BEND WITH 8" X 6" REDUCER 8" X 8" TEE 42.23 LF 93.12 LF CONNECT TO EXISTING 12" X 8" TAPPING SLEEVE DETAIL 02, TYP. SEE SHEET C300 2" SUBDRAIN 20'TYP. DETAIL 02, TYP. SEE SHEET C300 2" SUBDRAIN20'TYP.F/G=994.89' FIRE HYDRANT ASSEMBLY 8" X 4" TEE C107 01 / Drawn by: WBT / Checked by: JCDc:\pw_workdir\pw_ie\fvd_wbt\d0432691\0020C020.01_C100File Location: 01 UTILTIY LAYOUT SCALE:1"=30' 0'7.5'15'30'60'C102 UTILITY LAYOUT F/G=997.95' FIRE HYDRANT ASSEMBLY WITH 8" X 6"REDUCER 8" X 8" TEE T/P=992.74' 8" 45° VERT. BEND T/P=985.204' 8" 45° VERT. BEND 8" X 6" TEE T/P=985.204' 8" 45° VERT. BEND T/P=993.00' 8" 45° VERT. BEND 17.47 LF 7.83 LF 11.24 LF 17.12 LF 5.29 LF279.22 LFCONNECT TO EXISTING 12" X 8" TAPPING SLEEVE SUMP=977.19 FL(S)=982.19' FL(N)=982.29' RIM=992.09' W/ BMP SNOUT W/ FLAT GRATE & 60" SW-401 MANHOLE STRUCTURE #3 @ S=2.00% 79.65 LF 24" RCP FL(S)=983.88' FL(N)=983.98' RIM=991.38' W/ FLAT GRATE 60" SW-401 MANHOLE STRUCTURE #2 @ S=2.00% 36.41 LF 24" RCP FL(S)=984.71' FL(N)=MATCH EXISTING F/G=994.16' SW-501 INTAKE STRUCTURE #1 FL=980.00' 24" FES STRUCTURE #4 @ S=2.00% 109.48 LF 24" RCP C108 01 24" RCP EXISTING 24" RCP EXISTING 24" RCP EXISTING 24" RCP EXISTING 15" RCP EXISTING 15" RCP REMOVE EXISTING 24" RCP EXISTING 15" RCP EXISTING 15" RCP EXISTING 15" RCP EXISTING PROP SAN SEWER LINES PROP STORM SEWER LINES PROP SUBDRAIN LINES PROP WATER MAIN LINES LEGEND CLEANOUT 6" SUBDRAIN CLEANOUT 6" SUBDRAIN DETAIL 04, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 04, TYP. SEE SHEET C300 6" SUBDRAIN FG=994.49' FIRE HYDRANT ASSEMBLY FG=996.37' FIRE HYDRANT ASSEMBLYB/P (STORM) =985.68' T/P (WATER) = 984.20' CRITICAL CROSSING INTAKE REMOVE EXISTING 2" SUBDRAIN REPLACE REMOVE AND REPLACE REMOVE AND REPLACE REMOVE AND REPLACE REMOVE AND REPLACE REMOVE AND REPLACE REMOVE AND REPLACE REMOVE AND SEE C300, DETAIL 09, TYP. AND REPAIR EXISTING FLEXAMAT RECONNECT EXISTING SUBDRAIN C301, DETAIL 10, TYP. CONNECTION, SEE SHEET C301, DETAIL 10, TYP. CONNECTION, SEE SHEET C301, DETAIL 10, TYP. CONNECTION, SEE SHEET C301, DETAIL 10, TYP. CONNECTION, SEE SHEET C301, DETAIL 10, TYP. CONNECTION, SEE SHEET C301, DETAIL 10, TYP. CONNECTION, SEE SHEET C301, DETAIL 10, TYP. CONNECTION, SEE SHEET C301, DETAIL 10, TYP. CONNECTION, SEE SHEET C301, DETAIL 10, TYP. CONNECTION, SEE SHEET 0.50%5' TYP. FL=993.22' 6"SUBDRAIN 1.22% 0.52% FL=994.39' 6" SUBDRAIN 5' TYP.0.50%FL=994.84' 6" SUBDRAIN FL=994.03' 6"SUBDRAIN 0.50% 5' TYP. 5' TYP. 0.44% FL=994.49' 6" SUBDRAIN1.30% FL=993.24' 6" SUBDRAIN 5' TYP.0. 5 0%FL=994.94' 6" SUBDRAIN 5' TYP.0.50% 0. 5 0 %FL=994.05' 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN 1534666.235E 593452.974N 8" GATE VALVE 1535023.899E 593811.145N 8" GATE VALVE 1534351.930E 593817.755N 8" GATE VALVE 1534348.550, E 593491.300N 8" GATE VALVE 1534348.425, E 593479.310N 8" GATE VALVE 1535035.771, E 593506.364N 8" GATE VALVE 1535037.871, E 593504.221N 6" GATE VALVE 1535035.750, E 593504.243N 8" GATE VALVE 22.76 LF 1534384.684, E 593455.790N 8" GATE VALVE ASI 004 11/03/2020 VALVE LOCATION CLARIFICATION 6" SUBDRAIN ASI 022 SUBDRAIN MODIFICATIONS S SS D D D CO CO CO CO CO CO CO CO CONTACT: JOHN ACETO PH: 515.288.4875 FAX: 515.288.8359 DES MOINES, IOWA 50309 525 17TH STREET CONTACT: JEREMY WALLIN PH: 515.984.3077 POLK CITY, IA 50226 119 2ND STREET, P.O. BOX 169 ETHOS DESIGN GROUP ARCHITECT 17393CONFLUENCE PROJECT NO: PROHIBITED. PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN 2020 BY CONFLUENCE ©COPYRIGHT CONTACT: ANDREW FAUST PH: 515.279.3900 DES MOINES, IA 50309 604 LOCUST STREET, SUITE 202 KPFF ENGINEERING STRUCTURAL ENGINEER CONFLUENCE LANDSCAPE ARCHITECT WAUKEE / IOWATRIUMPH PARKCONTACT: JOSH DEBOWER PH: 515.254.1393 JOHNSTON, IA 50131 8191 BIRCHWOOD CT, SUITE L FOTH ENGINEERING CIVIL ENGINEER REVISION SCHEDULE ISSUE DATE DESCRIPTION ISSUED FOR SET CONSTRUCTION CONSTRUCTION FOR CONTACT: JONATHON LACROIX PH: 515.724.7938 WEST DES MOINES, IA 50265 300 4TH STREET KCL ENGINEERING MEP / Drawn by: WBT / Checked by: JCDc:\pw_workdir\pw_ie\fvd_wbt\d0432691\0020C020.01_C100File Location: 01 UTILTIY LAYOUT SCALE:1"=30' 0'7.5'15'30'60'C103 UTILITY LAYOUT DETAIL 02, TYP. SEE SHEET C300 2" SUBDRAIN DETAIL 02, TYP. SEE SHEET C300 2" SUBDRAIN DETAIL 02, TYP. SEE SHEET C300 2" SUBDRAIN DETAIL 02, TYP. SEE SHEET C300 2" SUBDRAIN MATCHLINE 01/C102MATCHLINE 01/C104 CONNECT TO EXISITNG 12" X 6" TAPPING SLEEVE 6" 45° BEND WITH 6" X 4" REDUCER 6" X 6" TEE F/G=994.78' FIRE HYDRANT ASSEMBLY 78.53 LFC108 01 C109 01TYP.20'TYP.20'TYP.20'TYP.20'6" SUBDRAIN RIM(FG)=993.04 RIM(EX)=992.73 ADJUST EX SAN MH RIM(FG)=991.17 RIM(EX)=989.80 ADJUST EX SAN MH 15" RCP EXISTING 15" RCP EXISTING 15" RCP EXISTING 15" RCP EXISTING 15" RCP EXISTING 24" RCP EXISTING 24" RCP EXISTING 24" RCP EXISTING 24" RCP EXISTING 15" RCP EXISTING 15" RCP EXISTING 24" RCP EXISTING 24" RCP EXISTING 15" RCP EXISTING PROP SAN SEWER LINES PROP STORM SEWER LINES PROP SUBDRAIN LINES PROP WATER MAIN LINES LEGEND 2" SUBDRAIN 2" SUBDRAIN 2" SUBDRAIN 2" SUBDRAIN 2" SUBDRAIN 2" SUBDRAIN C301, DETAIL 10, TYP. CONNECTION, SEE SHEET C301, DETAIL 10, TYP. CONNECTION, SEE SHEET C301, DETAIL 10, TYP. CONNECTION, SEE SHEET C301, DETAIL 10, TYP. CONNECTION, SEE SHEET C301, DETAIL 10, TYP. CONNECTION, SEE SHEET 2" SUBDRAIN C301, DETAIL 10, TYP. CONNECTION, SEE SHEET C301, DETAIL 10, TYP. CONNECTION, SEE SHEET C301, DETAIL 10, TYP. CONNECTION, SEE SHEET C301, DETAIL 10, TYP. CONNECTION, SEE SHEET 1.22% 0.52% FL=994.39' 6" SUBDRAIN 5' TYP. FL=995.00' 6" SUBDRAIN 0.52% 5' TYP.0.52%0.50%FL=994.84' 6" SUBDRAIN 0.50% FL=994.39' 6"SUBDRAIN 5' TYP.0.52%FL=994.03' 6"SUBDRAIN 0.50% FL=993.22' 6" SUBDRAIN 5' TYP.1.22%5' TYP. 5' TYP. 0.63% 0.63% FL=995.00' 6" SUBDRAIN FL=994.38' 6" SUBDRAIN 1.54% FL=993.23' 6" SUBDRAIN 5' TYP. 0. 5 0 %FL=994.04' 6" SUBDRAIN0.50%FL=993.23' 6" SUBDRAIN 1.54%FL=994.38' 6" SUBDRAIN 0.53%5' TYP. FL=994.83' 6" SUBDRAIN 0.53%FL=995.00' 6" SUBDRAIN 0.44% 5' TYP. 5' TYP. 0.44% FL=994.49' 6" SUBDRAIN1.30%0. 5 0%FL=994.94' 6" SUBDRAIN 5' TYP.0.44%0.44%1.30%FL=993.24' 6" SUBDRAIN 5' TYP.0.50% FL=994.05' 6" SUBDRAIN 0.50% 5' TYP. FL=993.23' 6" SUBDRAIN1.22%FL=994.40' 6" SUBDRAIN 5' TYP.0.51%FL=994.85' 6" SUBDRAIN 0.50%0.50%FL=994.40' 6" SUBDRAIN 0.51% 5' TYP. 0.51% FL=995.00' 6" SUBDRAIN 5' TYP.0.51%1.22% FL=993.23' 6" SUBDRAIN 5' TYP.0.50%FL=994.04' 6" SUBDRAIN 0.50%0.50% 0.50%FL=994.49' 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAINDETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN 1535668.758E 593673.570N 6" GATE VALVE ASI 004 11/03/2020 VALVE LOCATION CLARIFICATION 2" SUBDRAIN 2" SUBDRAIN 2" SUBDRAIN 2" SUBDRAIN CONCRETE PROTECT CONCRETE PROTECT CONCRETE PROTECT CONCRETE PROTECT ASI 022 SUBDRAIN MODIFICATIONS S D D CO CO CO CO CO CO CONTACT: JOHN ACETO PH: 515.288.4875 FAX: 515.288.8359 DES MOINES, IOWA 50309 525 17TH STREET CONTACT: JEREMY WALLIN PH: 515.984.3077 POLK CITY, IA 50226 119 2ND STREET, P.O. BOX 169 ETHOS DESIGN GROUP ARCHITECT 17393CONFLUENCE PROJECT NO: PROHIBITED. PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN 2020 BY CONFLUENCE ©COPYRIGHT CONTACT: ANDREW FAUST PH: 515.279.3900 DES MOINES, IA 50309 604 LOCUST STREET, SUITE 202 KPFF ENGINEERING STRUCTURAL ENGINEER CONFLUENCE LANDSCAPE ARCHITECT WAUKEE / IOWATRIUMPH PARKCONTACT: JOSH DEBOWER PH: 515.254.1393 JOHNSTON, IA 50131 8191 BIRCHWOOD CT, SUITE L FOTH ENGINEERING CIVIL ENGINEER REVISION SCHEDULE ISSUE DATE DESCRIPTION ISSUED FOR SET CONSTRUCTION CONSTRUCTION FOR CONTACT: JONATHON LACROIX PH: 515.724.7938 WEST DES MOINES, IA 50265 300 4TH STREET KCL ENGINEERING MEPTYP.20'TYP.20'TYP.20'TYP.20'CONNECT TO EXISTING 12" X 6" TAPPING ASSEMBLY 262.70 LF F/G=1002.41' FIRE HYDRANT ASSEMBLY WITH 6" X 4" REDUCER 6" X 6" TEE FL(SW)=993.50' RIM=997.50' SW-512 TYPE 3B STRUCTURE #13 @ S=3.68% 77.27 LF 15" RCP FL=990.66' CONNECT TO EXISTING C110 01 12.83 LF MATCHLINE 01/C104 6" SUBDRAIN @ S=2.00% 82.16 LF 4" PVC @ S=2.00% 180.95 LF 4" PVC CLEANOUT 4" SANITARY / Drawn by: WBT / Checked by: JCDc:\pw_workdir\pw_ie\fvd_wbt\d0432691\0020C020.01_C100File Location: 01 UTILTIY LAYOUT SCALE:1"=30' 0'7.5'15'30'60'C105 UTILITY LAYOUT 60" RCP EXISTING 60" RCP EXISTING 60" RCP EXISTING 60" RCP EXISTING 60" RCP EXISTING 30" RCP EXISTING 30" RCP EXISTING 30" RCP EXISTING 24" RCP EXISTING 15" RCP EXISTING 15" RCP EXISTING 18" RCP EXISTING 15" RCP EXISTING 15" RCP EXISTING 15" RCP EXISTING 15" RCP EXISTING PROP SAN SEWER LINES PROP STORM SEWER LINES PROP SUBDRAIN LINES PROP WATER MAIN LINES LEGEND C301, DETAIL 10, TYP. CONNECTION, SEE SHEET C301, DETAIL 10, TYP. CONNECTION, SEE SHEET C301, DETAIL 10, TYP. CONNECTION, SEE SHEET C301, DETAIL 10, TYP. CONNECTION, SEE SHEET C301, DETAIL 10, TYP. CONNECTION, SEE SHEET C301, DETAIL 10, TYP. CONNECTION, SEE SHEET 2" SUBDRAIN 2" SUBDRAIN 2" SUBDRAIN 2" SUBDRAIN 2" SUBDRAIN 2" SUBDRAIN 2" SUBDRAIN 2" SUBDRAIN 2" SUBDRAIN C301, DETAIL 10, TYP. CONNECTION, SEE SHEET C301, DETAIL 10, TYP. CONNECTION, SEE SHEET FL=999.08' 6" SUBDRAIN 0.54%FL=999.85' 6" SUBDRAIN FL=999.08' 6"SUBDRAIN 0.59% FL=999.00' 6" SUBDRAIN FL=997.01' 6" SUBDRAIN FL=999.00' 6" SUBDRAIN FL=999.77' 6" SUBDRAIN 0.59%0.46%5' TYP. FL=999.22' 6" SUBDRAIN FL=997.63' 6" SUBDRAIN 5' TYP. FL=999.99' 6" SUBDRAIN 0.46%FL=997.63' 6" SUBDRAIN 0. 5 0 %FL=998.78' 6" SUBDRAIN FL=997.17' 6" SUBDRAIN FL=999.05' 6" SUBDRAIN FL=999.82' 6" SUBDRAIN FL=999.05' 6" SUBDRAIN 0.56%0.56%FL=997.17' 6" SUBDRAIN FL=998.32' 6" SUBDRAIN0.50%0.50% 1.08%1.08%0.50% FL=999.22' 6" SUBDRAIN 5' TYP. 5' TYP. 0.54% 0.50%0.50%0.50%1 . 3 6% 1 .2 7%1.27%0.50%0.50% 0.50%0.50%1.35%1.35%1.36%0.50%0.50%0. 5 0 %FL=997.08' 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 03, TYP. SEE SHEET C300 6" SUBDRAIN DETAIL 02, TYP. SEE SHEET C300 2" SUBDRAIN DETAIL 02, TYP. SEE SHEET C300 2" SUBDRAIN DETAIL 02, TYP. SEE SHEET C300 2" SUBDRAIN DETAIL 02, TYP. SEE SHEET C300 2" SUBDRAIN 1535952.287E 592596.379N 6" GATE VALVE ASI 004 11/03/2020 VALVE LOCATION CLARIFICATION ASI 022 SUBDRAIN MODIFICATIONS 2" SUBDRAIN 2" SUBDRAIN PROTECT CONCRETE PROTECT CONCRETE FABRIC TOPSHADE SAILRAFTER BEAMPERIMETERBEAM8X8" COLUMN10'-0"25'-0"FOOTING, SEE DETAIL 03/L502, TYP.CONCESSIONS BUILDING VARIES, REFER TO LAYOUT PLAN10'-0"VARIES, REFER TOLAYOUT PLAN1'-0"12'-6"2'-0"TYPE 1 PCC, SEE DETAIL 06/L500TYPE 3 PCC, SEE DETAIL 08/L500TYPE 1 PCC, SEE DETAIL 06/L500TYPE 1 PCC, SEEDETAIL 06/L500EJEJEJEJEJBACKSTOP RETAINING WALL,SEE DETAIL 09/L508EJEJ = EXPANSION JOINT,SEE DETAIL 01/L5006", TYP.2'-0"3"3" 6" 11 2"FINISH GRADE CONCRETE SLABEXPANSION JOINT, SEE DETAIL 01/L500.6X6" COLUMN(3) #3 REBAR HOOPIN TOP 5"2500 PSI CONCRETEBY CONTRACTOR#3 REBAR HOOPS 6" O.C.(6) #6 VERTICAL REBAR3" DOBIE BRICKBY CONTRACTOR4'-3"COMPACTED AGGREGATE,AS SPECIFIED.6"ADJACENT TYPE 1 PCC, SEEDETAIL 06/L500BACKSTOP WALL PAD, SEE DETAIL 12/L508SKINNED INFIELD, SEE DETAIL 02/L508EXPANSION JOINT, SEE DETAIL01/L500, TYP.ADJACENT TYPE 1 PCC, SEE DETAIL06/L500BACKSTOP POLE, SEE SHEET L5103-TIER, 21-FOOT EXTRUDED ALUMINUMBLEACHERS, SURFACE MOUNTED2'-0"5'-7"4'-0"2'-0"CAST-IN-PLACE BACKSTOP WALL,SEE DETAIL 08/L5088'-0"10'-0"COMPACTED AGGREGATE SUBBASE,AS SPECIFIEDFABRIC TOPSHADE SAILRAFTER BEAM8X8" COLUMNFIELD SURFACEPCC FENCE EDGING2X4" POLYBOARD OR PT NAILER.(2) RAMSET NAILSSYNTHETIC TURF, AS SPECIFIED.6" MINIMUM STONE BASE, SEESPECIFICATIONS, SLOPE TO SUBDRAINCOMPACTEDSUBGRADEADJACENT SURFACE VARIES,REFER TO LAYOUT PLAN.VARIES, REFER TO LAYOUT PLAN1'-0"2" SUBDRAIN, WRAP W/NON-WOVEN GEOTEXTILE FABRICLIGHT STRUCTUREBY MUSCO LIGHTINGADJACENTSURFACE VARIES,REFER TO LAYOUTPLAN.CONCRETEFOOTING18'-0"Ø3'-6"Ø1'-8"FINISHGRADEADJACENTSURFACEVARIES, REFERTO LAYOUT PLANPLANTER CURB,SEE DETAIL07/L514ATHLETIC LIGHTING, SEEDETAIL 06L5024'-0"4'-0"1'-6"6"1'-0"15'-0" 4'-0"TYPE 2 PCC, TYP.;EXPANSION JOINT ATWALL CONNECTION,THICKENED EDGE8"8"6"2'-0"#4 @ 12" O.C. EACHWAY, EACH FACE1'-0" 6"BURNISHED CONCRETE BLOCKCOLOR #2, MATCH ARCH.BURNISHED CONCRETE BLOCKCOLOR #3, MATCH ARCH.BURNISHED CONCRETE BLOCKCOLOR #1, MATCH ARCH.PAINTED METAL PARAPET CAP,MATCH ARCH.#4 VERT, EACH CELL2'-8" MIN.BURNISHED CONCRETE BLOCKCOLOR #2, MATCH ARCH.BURNISHED CONCRETEBLOCK COLOR #3, MATCHARCH.BURNISHED CONCRETE BLOCKCOLOR #1, MATCH ARCH.PAINTED METAL PARAPET CAP,MATCH ARCH.FINISH GRADE4'-0"NOTE:1.CONTRACTOR TOINCLUDE CONTROLJOINTS EVENLYSPACED ALONG WALLIN INCREMENTS NOTEXCEEDING 12'-0"1%VARIES, REFER TOGRADING PLANTYPE 1 PCC, TYP.;EXPANSION JOINT ATWALL CONNECTION,THICKENED EDGE6"4" SUBDRAINWRAP W/NON-WOVENGEOTEXTILEFABRIC.6"6"1'-0"6"2'-0"3'-6" MIN.PCC RETAININGWALL1'-0"08/L501 - WALL BY RESTROOMS12" = 1'#4 @ 12" O.C. EACHWAY, EACH FACEBW ELEVATION,SEE GRADINGPLANTW ELEVATION,SEE GRADINGPLAN4"COMPACTED AGGREGATESUBBASE, AS SPECIFIED.COMPACTED SUBGRADE,AS SPECIFIED.POUR N PLAY SURFACECOLOR & THICKNESSAS INDICATED BYPLAYGROUND DESIGNER6"PCC BASE2'-6" MIN.1'-0"6"1'-0"1'-0"1'-0"VARIES, REFERTO GRADING PLAN SYNTHETIC TURF SURFACING,AS SPECIFIED. MOLD TO EPSFOAMSCULPED EPSFOAM, 60 PSISET FOAM DIRECTLYADJACENT TO ANCHOR WALLFINISH GRADECAST-IN-PLACE PCCANCHOR WALL, PLACEBELOW FINISH GRADE6"6"6" SUBDRAIN WRAP W/NONWOVEN GEOTEXTILEFABRIC, SEE CIVIL.#3 REBAR, TYP.COMPACTEDAGGREGATESUBBASE, ASSPECIFIED.FINISH GRADE12" EXPANSION JOINTTRASH ENCLOSURE, SEE ARCHITECTURAL SHEETS.BULK STORAGE WALL, SEEDETAIL 09/L5024'-0"VARIES, REFER TO GRADING PLAN6"SYNTHETIC TURF SURFACING, ASSPECIFIED. MOLD TO EPS FOAMSCULPTEDEPS FOAM,60 PSIPOUR N PLAY SURFACING, SEE DETAIL 09/L502PCC BASE, EXTEND TO EDGE OF EPS FOAM, TYP.COMPACTED AGGREGATE SUBBASEINFILLMATERIAL,TYP.MATCH FINISH GRADEOF ADJACENT POUR NPLAY SURFACING6"EXTEND SYNTHETICTURF 6" BEYONDMOUND SLOPE, TYP.SITE DETAILSL502File Location: N:\2017\Des Moines\17393 - Waukee Athletic Complex and Park\17393 - CAD\SHEETS\L600 Site Details / Drawn by: XX / Checked by: XX 525 17TH STREETDES MOINES, IOWA 50309PH: 515.288.4875 FAX: 515.288.8359CONTACT: JOHN ACETOARCHITECTETHOS DESIGN GROUP119 2ND STREET, P.O. BOX 169POLK CITY, IA 50226PH: 515.984.3077CONTACT: JEREMY WALLINCONFLUENCE PROJECT NO: 17393COPYRIGHT © 2020 BY CONFLUENCEALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS ANINSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDEDFOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE ORDISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUTPRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLYPROHIBITED.STRUCTURAL ENGINEERKPFF ENGINEERING604 LOCUST STREET, SUITE 202DES MOINES, IA 50309PH: 515.279.3900CONTACT: ANDREW FAUSTLANDSCAPE ARCHITECTCONFLUENCETRIUMPH PARK WAUKEE / IOWA CIVIL ENGINEERFOTH ENGINEERING8191 BIRCHWOOD CT, SUITE LJOHNSTON, IA 50131PH: 515.254.1393CONTACT: JOSH DEBOWERREVISION SCHEDULEISSUEDATEDESCRIPTIONISSUED FORCONSTRUCTIONSETFORCONSTRUCTIONMEPKCL ENGINEERING300 4TH STREETWEST DES MOINES, IA 50265PH: 515.724.7938CONTACT: JONATHON LACROIXN.T.SL502SECTION: QUAD PAVING CROSS SECTION01N.T.SL502SECTION: BLEACHER SHELTER SHADE SAIL04N.T.SL502SECTION: SYNTHETIC TURF (PEDESTRIAN AREAS)05N.T.SL502SECTION: ATHLETIC LIGHTING FOOTING06N.T.SL502SECTION: BLEACHER SHELTER FOOTING03N.T.SL502SECTION: BLEACHERS & SHADE SAIL SHELTER02N.T.SL502SECTION: ATHLETIC LIGHTING IN RAISED PLANTER07N.T.SL502SECTION: BULK STORAGE WALL09N.T.SL502ELEVATION: BULK STORAGE WALL10N.T.SL502SECTION: CAST-IN-PLACE WALL (SOUTH QUAD)14N.T.SL502SECTION: POUR-N-PLAY PLAYGROUND SURFACING13N.T.SL502SECTION: PLAYGROUND MOUND08SHOP DRAWINGSREQUIREDSHOP DRAWINGSREQUIREDSHOP DRAWINGSREQUIREDSHOP DRAWINGSREQUIREDSHOP DRAWINGSREQUIREDSHOP DRAWINGSREQUIREDSHOP DRAWINGSREQUIREDSHOP DRAWINGSREQUIREDSHOP DRAWINGSREQUIREDSHOP DRAWINGSREQUIREDN.T.SL502SECTION: CAST-IN-PLACE ANCHOR WALL12SHOP DRAWINGSREQUIREDSHOP DRAWINGSREQUIREDN.T.SL502ELEVATION: BULK STORAGE WALL @ TRASH ENCLOSURE11SHOP DRAWINGSREQUIREDGRADING ADJUSTMENTS3-31-2021ASI 011GRADING ADJUSTMENTS4-25-2021ASI 012SUBDRAIN MODIFICATIONS7-28-2021ASI 022ASI22 Line Total -$3,005.00 -$1,668.00 $17,424.00 Subtotal $12,751.00 $0.00 Sales Tax $- Total $12,751.00 Quote August 17, 2021 Customer:Quote/Project Description Larson Construction ASI-22- detail Description Omit: 601 LF of 2" subdrain (under playground surfacing) $5 LF installed- using trencher machine $0.58 for pipe, $0.75 for pea gravel, $2.75 for labor, $0.92 margin 12 connections and under concrete, $100 a connection = $1,200 Omit: 139 LF of 6" subdrain (under playground surfacing) $12 LF installed- using our trenching machine $2.75 LF for pipe, $4.25 for pea gravel, $3.75 for labor, $1.25 for margin Add: 697 LF of 2" subdrain (under synthetic turf pedestrain areas) $25 LF installed- using mini-ex $0.75 for pipe x 697= $522.75 350 tons of pea gravel needed x $35 a ton = $12,250 $3.75 LF for labor = $2,613.75 If you have any questions concerning this quote, contact Casey Scheidel. $837.50 for margin Special Notes and Instructions 2" drain tile with sock is not available. I propose to use nonwrapped pipe encased with 1 foot of pea gravel. 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 Thank you for your business! 742 NE 47th PL, Des Moines, IA 50313 Phone: 515.202.5120 caseys@iowasportsturf.com Credit for 601lf of 2" pipe (trencher install) Credit for 139lf of 6" pipe (trencher install) Install 697lf 2" pipe (excavator install) - $3,245.00 - $1,717.00 $17,713.00 $0.75 lf for pea gravel $4.65 lf for trencher machine labor $2.75 lf for pipe $4.25 lf for pea gravel $5.35 lf for trencher machine labor 96 lf @ $2.75 lf for pipe $7.50 lf for pea gravel $9.20 lf for excavator machine labor 12 connections @$500 ea 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors 842.00$ Supplier -$ LCCI -$ Sub-Total 842.00$ 5% OH&P (Subcontractors)42.10$ 10% OH&P (LCCI/Suppliers)-$ 1.5% Bond 13.26$ TOTAL 897.36$ Respectfully, Jeff Mertz Larson Construction Co., Inc. Per RFI #059 - Miracle Door Frames Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com December 13, 2021 Change Order Request #033 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 #59 GENERAL CONTRACTOR:Larson Construction Company, Inc. ARCHITECT:CONFLUENCE Attn: John Aceto Subject: Drawing Detail Specification Question by: Date: Submitted by:Reviewed by: Answered by: Date: Distribution: Larson Construction 8/17/2021 Action Required by: Confluence Ann Schwartz/Travis SchwartzJeff Mertz Doors # 3-103 and 3-104 were scheduled at 1' depth and have been delivered as such. They both are in is a 7 5/8" CMU wall. Please advise. REQUEST FOR INFORMATION Miracle Door Frames 3-A600, 3-A101 For Doors 3-103 and 3-104 please reorder door size as called out on the updated schedule for sheet 3-A600 found on page 2 of this RFI. Jeremy Wallin 08-26-2021 2" SEE SCHEDULE 2"7' - 0"4"7' - 4"F1 SEE SCHEDULE D1SEE SCHEDULEHOLLOW METAL DOOR FRAME, GROUT SOLID. SEE DOOR DETAILS & FRAME PROFILE DETAILS. SEE SPEC GALVANIZED HM DOOR, SEE DOOR SCHEDULE. HOLLOW METAL FRAME ANCHOR BACKER ROD AND SEALANT AROUND ENTIRE FRAME PERIMETER, BOTH SIDES PRIOR TO PAINTING.TYPESEEFRAME#5 BAR. SEE STRUCTURAL C SEE SCHED. GALVANIZED, HOLLOW METAL DOOR BACKER ROD AND SEALANT AROUND ENTIRE FRAME PERIMETER, BOTH SIDES PRIOR TO PAINTING. GALVANIZED, HOLLOW METAL DOOR FRAME, GROUT SOLID. SEE FRAME PROFILE DETAILS THIS SHEET. SEE SPECTYPESEEFRAMECMU BOND BEAM, SEE STRUCTURAL #5 BAR, SEE STRUCTURAL B SEE SCHED. 2 ADD HOLLOW METAL DOOR FRAME, GROUT SOLID. SEE DOOR DETAILS & FRAME PROFILE DETAILS. SEE SPEC GALVANIZED HM DOOR, SEE DOOR SCHEDULE. HOLLOW METAL FRAME ANCHOR BACKER ROD AND SEALANT AROUND ENTIRE FRAME PERIMETER, BOTH SIDES PRIOR TO PAINTING.TYPESEEFRAME8" CONCRETE MASONRY UNIT #5 BAR. SEE STRUCTURAL B SEE SCHED. SEE SCHEDULE FOR DOOR TYPE BACKER ROD AND SEALANT AROUND ENTIRE FRAME PERIMETER, BOTH SIDES PRIOR TO PAINTING. GALVANIZED, HOLLOW METAL DOOR FRAME, GROUT SOLID. SEE FRAME PROFILE DETAILS THIS SHEET. SEE SPECTYPESEEFRAMECMU BOND BEAM, SEE STRUCTURAL #5 BAR, SEE STRUCTURAL B SEE SCHED. 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 TRIUMPH PARKWAUKEE / IOWACIVIL 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 3-A600 MIRACLE BUILDING DOOR SCHEDULE, DOOR TYPES, AND FRAME TYPES 1/4" = 1'-0" FRAME TYPES 1/4" = 1'-0" DOOR TYPES GENERAL NOTES: GN1: IN ALL CASES THE FRAME THICKNESS AT JAMB = WALL THICKNESS PLUS 1”. UNLESS NOTED OTHERWISE, THE THROAT OPENING OF THE FRAME SHALL ACCOMMODATE THE TOTAL THICKNESS OF THE WALL, PLUS 1”FOR FACE OF FRAME. GN2: INSULATED GLASS AT ALL EXTERIOR DOORS AND WINDOWS. DOOR MATERIAL ABBREVIATIONS GHM GALVANIZED HOLLOW METAL GIHM GALVANIZED INSULATED HOLLOW METAL HM HOLLOW METAL ISOHD INSULATED OVERHEAD DOOR GM GALVANIZED METAL NEW DOOR SCHEDULE - MIRACLE BUILDING DOOR # ROOM NAME # LEAFS DOOR FRAME NOTES DOOR FIRE RATING HARDWARE SETWIDTH HEIGHT TYPE MATERIAL FINISH TYPE DEPTH MATERIAL FINISH 3-100 STORAGE / MECH / JC 1 3' - 6" 7' - 0" D1 GIHM PT-1 Fl 1' - 0" HM PT-3 NA 1 3-101 FAMILY RR 1 3' - 6" 7' - 0" D1 GIHM PT-1 Fl 1' - 0" HM PT-3 NA 9 3-102 FAMILY RR 1 3' - 6" 7' - 0" D1 GIHM PT-1 Fl 1' - 0" HM PT-3 NA 9 3-103 WOMENS RR 1 3' - 6" 7' - 0" D1 GIHM PT-1 Fl 1' - 0" HM PT-3 NA 11 3-104 MENS RR 1 3' - 6" 7' - 0" D1 GIHM PT-1 Fl 1' - 0" HM PT-3 NA 11 3-105 MENS RR 1 1' - 8" 7' - 0" D1 GHM PT-1 Fl 0' - 7 5/8" HM PT-3 NA 14 ABBREVIATIONS: AL ALUMINUM FF FACTORY FINISH (EXTRA DARK BRONZE FOR ALUMINUM FRAMES) HM HOLLOW METAL SS STAINLESS STEEL PT FIELD PAINT WD WOOD GHM GALVANIZED INSULATED HOLLOW METAL GIHM GALVANIZED INSULATED HOLLOW METAL (MIN. R-VALUE OF 2.4 FOR GIHM DOORS, OR MAX. U-VALUE OF .41) 1 1/2" = 1'-0"1 DOOR JAMB DETAIL AT INSULATED BLOCK 1 1/2" = 1'-0"2 DOOR HEAD DETAIL AT INSULATED BLOCK 1 1/2" = 1'-0"3 DOOR JAMB DETAIL AT BLOCK 1 1/2" = 1'-0"4 DOOR HEAD DETAIL AT BLOCK 1 ADD ADD 07-30-2020 SEE ADDENDUM 11 08-07-2020 ADD 2 SEE ADDENDUM 2 STORAGE / MECH / JC 3-100 FAMILY RR 3-101 FAMILY RR 3-102 WOMENS RR 3-103 MENS RR 3-104 3-A2002 3.C 3.2 3.3 1 3-A300 3-A200 4 3-A200 1 3-A200 3 3.1 12' - 0"1' - 4"21' - 0" 2' - 6 1/4"3' - 10"27' - 4"1' - 4" 3.A 3.B 2' - 0"24' - 7 3/8"2' - 0"16' - 4 5/8"2' - 0"19' - 0"25' - 4"11' - 0"2' - 0" 22' - 4"3' - 0"2' - 0"3' - 10"15' - 8"3' - 10"2' - 0"1' - 10 5/8"3' - 10"6' - 4"3' - 10"3' - 1 3/8"46' - 4"6' - 8" 2' - 8" 9' - 2 1/2" 1' - 4" 2' - 5 3/4"4' - 6"3' - 1"3' - 4"3' - 0" 2' - 5 1/2"4' - 5 1/2" 4' - 9 1/2" 3' - 5"2' - 10"1' - 9"1' - 4" 3' - 4"4' - 6"4' - 0"2' - 0"12' - 4"21' - 0"3' - 0" 14' - 7 7/8" 38' - 4" BENCH BENCH SINK HAND DRYER SINK SINK HAND DRYER B C C B B C B B B B B B B B CHANGING STATION CHANGING STATION 1.J 3-1003-101 3-102 3-103 3-104 HAND DRYERBNBNBNBNBNBNBNBNBNBNBNBNBNBNBNBNBNBNBNBNBNBNBNBNBNBNBN B N DS DS DS DS ROOF OVERHANG ABOVEROOF OVERHANG ABOVEROOF OVERHANG ABOVE ROOF OVERHANG ABOVE HB HAND DRYER HB WATER FOUNTAIN W/ BOTTLE FILLER CHANGING STATION 3-A400 4 3 3-A400 2 1 3-A400 6 5 4 3-A301 FULL HEIGHT WALL 2' - 0"5' - 0"4' - 0"2' - 6 3/8"5' - 0"4' - 0" 4' - 0"5' - 0"1' - 3 5/8"1' - 5"5' - 0"4' - 0"1' - 5"5' - 0"4' - 0" STOOP STOOP 34' - 4" 38' - 4" 1' - 0"1' - 0"47' - 0 1/8"1' - 0"1' - 0"45' - 0"1' - 0"1' - 0"1' - 0"1' - 0"18' - 4 5/8"26' - 7 3/8"1' - 0"1' - 0" CJ SIGN COMPANY TO FINALIZE DESIGN OF DONOR WALL SIGN COMPANY TO FINALIZE DESIGN OF DONOR WALL CJ CJ CJ CJ 5' - 4"4' - 0"FULL HEIGHT WALL 12' - 0 3/4"7' - 8"1' - 4" SINKBNBNOVERHEAD BRACE 3' - 8"OVERHEAD BRACE C +0'-0" FINISH FLOOR = 994.97 DATUM +0'-0" FIN. FLR. +0'-0" FIN. FLR. FEC, SURFACE MOUNTED FEC, SURFACE MOUNTED A 5' - 1"B1 B1 2 3-A301 STOOP STOOP N TRUE NORTH 3' - 0" AA 3' - 0"1"5' - 4 3/4"1" 5' - 0 7/8" 1" 5' - 0"1"3' - 0" 3-A4008 7 5' - 4"5' - 2"5' -2"4' - 0"4' - 7 5/8"13' - 0"2' - 8"11' - 8"3-1051 ADD A BN2 ADD 2 ADD 2 ADD 2 ADD 2 ADD B WALL LEGEND 7-5/8" CONCRETE MASONRY UNITS, RUNNING BOND BULL NOSE AT ALL OUTSIDE CORNERS ON PLAN GENERAL NOTES: GN1: ALL INTERIOR PARTITIONS MUST EXTEND TO UNDERSIDE OF ROOF DECK UNLESS OTHERWISE NOTED. B1 5-5/8" CONCRETE MASONRY UNITS, RUNNING BOND BULL NOSE AT ALL OUTSIDE CORNERS C INTERIOR SIDE DETAIL TAG DESCRIPTION EXPOSED FASTENER PANEL 5/8" PLYWOOD SHEATHING 2x6 WOOD STUDSA INTERIOR SIDE C1 2x4 WOOD STUD FRAMING 5/8" PLYWOOD SHEATHING 2" FOIL FACED INSULATION, TAPE JOINTS ON CAVITY DRAINAGE BOARD 1 1/2" AIR GAP 3-5/8" CONCRETE MASONRY UNITS, RUNNING BOND BULL NOSE AT ALL OUTSIDE CORNERS 7-5/8" BURNISHED CONCRETE MASONRY UNIT (EXPOSED FACE SIDE ONLY), RUNNING BOND 1 1/2" AIR GAP WITH MTI RESISTANT BARRIER 2" FOIL FACED INSULATION, TAPE ALL JOINTS 3-5/8" BURNISHED CONCRETE MASONRY UNIT (EXPOSED FACE SIDE ONLY), RUNNING BOND BULL NOSE AT ALL OUTSIDE CORNERS 3-A2002 3.C 3.2 3.3 1 3-A300 3-A200 4 3-A200 1 3-A200 3 3.1 SLOPE - 3" / 1' - 0"SLOPE - 3" / 1' - 0"3.A 3.B 2' - 0"1.J 27' - 4"2' - 0"17' - 0"2' - 0"1' - 6"38' - 4"1' - 6" GUTTERS AND DOWN SPOUTS GUTTERS AND DOWN SPOUTS A N TRUE NORTH 3-A4008 7 ROOF LEGEND DETAILTAG DESCRIPTION STANDING SEAM METAL ROOF PANEL (SEE SPEC) ON ICE & WATER SHIELD ON ROOF SHEATHING (SEE SPEC.) ON ROOF STRUCTURE (SEE STRUCT.) A 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 TRIUMPH PARKWAUKEE / IOWACIVIL 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 W EST DES MOINES, IA 50265 PH: 515.724.7938 CONTACT: JONATHON LACROIX 3-A101 MIRACLE BUILDING FLOOR PLAN AND ROOF PLAN 1/4" = 1'-0"1 MIRACLE BUILDING FLOOR PLAN ABBREVIATIONS: AL ALUMINUM FF FACTORY FINISH (EXTRA DARK BRONZE FOR ALUMINUM FRAMES) HM HOLLOW METAL SS STAINLESS STEEL PT FIELD PAINT WD WOOD GHM GALVANIZED INSULATED HOLLOW METAL GIHM GALVANIZED INSULATED HOLLOW METAL (MIN. R-VALUE OF 2.4 FOR GIHM DOORS, OR MAX. U-VALUE OF .41) 1/8" = 1'-0"2 MIRACLE BUILDING ROOF PLAN 08-07-2020 ADD 2 SEE ADDENDUM 2 From: Everett Kruger [mailto:ekruger@doorsinciowa.com] Sent: Thursday, August 19, 2021 8:06 AM To: Eric Slessor; Will Porter Cc: Jeff Mertz; Ann Schwartz Subject: RE: triumph park frames FYI, the cost will be $842.00 + tax IF applicable and shipping included. Thank you, Everett From: Everett Kruger Sent: Thursday, August 19, 2021 7:49 AM From: Everett Kruger [mailto:ekruger@doorsinciowa.com] Sent: Thursday, August 19, 2021 8:06 AM To: Eric Slessor; Will Porter Cc: Jeff Mertz; Ann Schwartz Subject: RE: triumph park frames FYI, the cost will be $842.00 + tax IF applicable and shipping included. Thank you, Everett From: Eric Slessor <eslessor@larsonconst.com> Sent: Thursday, August 19, 2021 7:35 AM To: David Dierking <ddierking@doorsinciowa.com> Cc: Will Porter <wporter@larsonconst.com>; Jeff Mertz <jmertz@larsonconst.com>; Ann Schwartz <aschwartz@larsonconst.com> Subject: triumph park frames We need 2 frames at the miracle building of Triumph Park re-made. Frame 3-103 and 3-104 came 12” wide. We need these frames to be 7 5/8” wide. They will also need to be punched and dimpled. Please also supply anchors. Thanks Dave. Eric Slessor Project Superintendent 2843 North 10th St Waukee, IA 50263 Cell: 319-327-0011 ITEM #Company Description Quantity Unit Labor Material Bid Form Unit Cost Lump Sum TOTAL 1 Doors Inc.ls 842.00$ 842.00$ 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 -$ -$ 842.00$ Change Order Request #033 - Subcontractors TOTAL 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors Elder 4,399.00$ Supplier -$ LCCI -$ Sub-Total 4,399.00$ 5% OH&P (Subcontractors)219.95$ 10% OH&P (LCCI/Suppliers)-$ 1.5% Bond 69.28$ TOTAL 4,688.23$ Respectfully, Jeff Mertz Larson Construction Co., Inc. Per RFI #068 - Sanitary Structures NW and EE quad Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com December 13, 2021 Change Order Request #034 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 #68 GENERAL CONTRACTOR:Larson Construction Company, Inc. ARCHITECT:CONFLUENCE Attn: John Aceto Subject: Drawing Detail Specification Question by: Date: Submitted by:Reviewed by: Answered by: Date: Distribution: Larson Construction 9/17/2021 Action Required by: Confluence Ann Schwartz/Travis SchwartzJeff Mertz The Sanitary Structures in the NE and NW quad do not match elevations of paving and the location in the NW Quad interferes with the paving/planter curb. No adjustment is shown on the drawings. These structures were completed prior to the high school project. Please advise. REQUEST FOR INFORMATION RFI #068 - Sanitary Structures NW and NE Quad C101 and C103 Adjust to finish grade. John Aceto 9-28-2021 ITEM #Company Description Quantity Unit Labor Material Bid Form Unit Cost Lump Sum TOTAL 1 Elder 1 ls 4,399.00$ 4,399.00$ 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 -$ -$ 4,399.00$ Change Order Request #034 - Subcontractors TOTAL 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors The Plumbing Company 8,800.00$ Supplier -$ LCCI -$ Sub-Total 8,800.00$ 5% OH&P (Subcontractors)440.00$ 10% OH&P (LCCI/Suppliers)-$ 1.5% Bond 138.60$ TOTAL 9,378.60$ Respectfully, Jeff Mertz Larson Construction Co., Inc. Per RFI #032 and PR #002 - Shower Fixtures at Maintenance Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com December 15, 2021 Change Order Request #036 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 #32 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 Shower Fixtures at Maintenance Building Larson Construction 4/8/2021 Action Required by: Confluence & KCL Ann Schwartz/Travis SchwartzJeff Mertz The Structural drawings note a recess for the showes in the maintenece building. The specification do not list a shower stall to install in this location. A possible proposed shower stall does not appear to be ADA accessible and therefore is a floor recess required? Floor connection needed for shower drain but floor recess not required for roll in shower with roll in threshold. Provide Best Bath Model 4LRS3636B5B with 3 side panels and one drain basin base. Refer to manufacturer details for exact rough in dimensions. Review installation details for drywall termination and coordinate wall finish with top edge shown in detail B on attached cut sheet for final finish detail. Provide with grab bar and seat as needed to meet ADA requirements. Brandon Chandler 14 April 2021 TOP VIEW - SCALE 3 8" = 1'-0" PERSPECTIVE VIEW - N.T.S. FRONT ELEVATION - SCALE:3 8" = 1'-0" ASSEMBLY VIEW - N.T.S. MODEL: * - SEE BACK FOR DETAIL SECTIONS SEE OVER Features: We reserve the right to make revisions without notice in the design of fixtures or in packaging unless this right has specifically been waived at the time the order is accepted. page 1 of 2 NOTICE OF LIMITATION: CODES:ACCESSORIES: PRODUCT SPECIFICATIONS: PRODUCT INFORMATION: Y Z* UNIT HEIGHT THRESHOLD HEIGHT MODEL # BEST BATH SYSTEMS INC.www.best-bath.com 1-800-727-9907 ALL ACCESSORIES OPTIONAL 4LRS3636B5B* 4LRS3636B5B 5/8" MIN.81-1/8" 4LRS3636B2B 2" MAX.82-1/2" 18" 36"17"37"A A Y1"7912"Z DETAIL F 45 8" DETAIL E -Multi piece shower module shall be constructed of gelcoat/fiberglass with full integral plywood backing -Rough-In: Stud opening +1/4" -0" Nominal Dimensions. C.S.I. FORMAT SPECIFICATION TEXT AVAILABLE -Colors: White as standard, others to match any major fixture manufacturer, also available with sprayable solid surface in many colors -Grab bar -Seat, folding -Mixing valve, pressure balanced, lever handle, pre-plumbed tree to supply elbow -Curtain and rod -T-Shaped Rubber WaterStopper Kit -Semi-permanent Threshold Adaptor -Caulkless drain INSTALLED BY OTHERS:Designed and manufactured in compliance with the following standards and codes: -I.P.C. International Plumbing Code -U.P.C. Uniform Plumbing Code -Accessories: Factory installed, unless prone to damage during installation/shipping. Polished chrome/satin stainless standard, others available. -Custom curb heights, other than shown, are available (between min. and max.) -A.N.S.I. Z124.2 Standards for Plastic Showers -Molded, four piece gelcoat/fiberglass shower module -Available in various threshold heights -"RealTile" wall finish, white (standard) -Integral full wood backing for strength and unlimited accessory placement -On all threshold heights 1-1/2" or taller, no mud set is required -On all threshold heights 1-1/4" or shorter, no mud set is required, but an adhesive kit is supplied *OTHER THRESHOLD HEIGHTS AVAILABLE UPON REQUEST 1" DETAIL B 60"21" 138"212"2"SEMI-PERMANENT THRESHOLD ADAPTOR (OPTIONAL) T-SHAPED RUBBER WATER STOPPER (OPTIONAL) 12"138"212"5 8" 12" SEMI-PERMANENT THRESHOLD ADAPTOR (OPTIONAL) T-SHAPED RUBBER WATER STOPPER (OPTIONAL) INTEGRAL LEVEL SUPPORT (ADHERED BY OTHERS) 4"8" DIA. DRAIN CUT-OUT 12" MIN. PLYWOODGELCOAT FINISH (COLOR) BARRIER COAT FIBERGLASS SKIN LAMINATE FIBERGLASS LAMINATE REVEAL FLANGE WHERE USED STRAIGHT FLANGE WHERE USED BACK WALL SIDE WALL CONNECTION CLIP RATCHETING SURFACE PAN INDEXING POCKET MATING WALL CONNECTION SECTION A-A - SCALE: 3" = 1'-0" SECTION A-A - SCALE: 3" = 1'-0" **OTHER THRESHOLD HEIGHTS AVAILABLE UPON REQUEST** DETAIL B - SCALE: 3" = 1'-0"DETAIL C - SCALE: NTS DETAIL E - SCALE: NTS WALL SECTION DETAIL TYPICAL FRAMING WALL JOINT DETAIL PAN JOINT DETAIL DETAIL F - SCALE: NTS 4LRS3636B5B 4LRS3636B2B page 2 of 2 BEST BATH SYSTEMS INC.www.best-bath.com 1-800-727-9907 Page 1 of 1 Proposal Request PR No.: 02 Project: Triumph Park – Waukee, IA Project No.: 17393 Date: April 8, 2021 Please provide an itemized quotation for the items listed below. This is not a change order, construction directive or a direction to proceed with the work described. Mechanical Maintenance Building 1. Unisex #1 RR 2-106: Add SH-1 shower stall insert, coordinate installation with SHV-1. a. SH-1 - Aquatic 13636STT - GELCOAT SHOWER STALL, 36"Wx36"Dx80"H NOMINAL DIMENSIONS, WHITE SUBWAY TILE FINISH, TWO MOLDED TOILETRY SHELVES, SLIP-RESISTANT TEXTURED BOTTOM, CENTER DRAIN, CURTAIN ROD, SHOWER CURTAIN, PROVIDE GRAB BAR REINFORCEMENT FOR OPTIONAL INSTALLATION OF GRAB BARS PER ADA, 5-YEAR LIMITED WARRANTY. BRASS SHOWER DRAIN. COORDINATE DETAILS OF UNIT WITH ARCHITECTURAL DRAWINGS PRIOR TO ORDERING. 2. Unisex #2 RR 2-107: Add SH-1 shower stall insert, coordinate installation with SHV-1. a. SH-1 - Aquatic 13636STT - GELCOAT SHOWER STALL, 36"Wx36"Dx80"H NOMINAL DIMENSIONS, WHITE SUBWAY TILE FINISH, TWO MOLDED TOILETRY SHELVES, SLIP-RESISTANT TEXTURED BOTTOM, CENTER DRAIN, CURTAIN ROD, SHOWER CURTAIN, PROVIDE GRAB BAR REINFORCEMENT FOR OPTIONAL INSTALLATION OF GRAB BARS PER ADA, 5-YEAR LIMITED WARRANTY. BRASS SHOWER DRAIN. COORDINATE DETAILS OF UNIT WITH ARCHITECTURAL DRAWINGS PRIOR TO ORDERING. Attachments: None 1 Jeff Mertz From:Al Work <theplumbingcompanydm@gmail.com> Sent:Wednesday, December 15, 2021 10:32 AM To:Jeff Mertz Subject:Fwd: Triumph Park - Shower Spec Attachments:1363-BFSD.pdf Jeff, The cost for the material and labor to install both showers is $8,800. Please call me with questions. Al Sent from my iPhone Begin forwarded message: From: Kirk Crittenden <kcrittenden@citysupplycorp.com> Date: December 15, 2021 at 10:26:32 AM CST To: "Plumbing Company (theplumbingcompanydm@gmail.com)" <theplumbingcompanydm@gmail.com> Subject: Triumph Park - Shower Spec Al, Please see the attached submittal sheet. Thanks, Kirk Crittenden / Outside Sales 2326 Bell Ave Des Moines, IA 50321 Phone: 515-288-3211 Direct: 515-706-5924 kcrittenden@citysupplycorp.com ITEM #Company Description Quantity Unit Labor Material Bid Form Unit Cost Lump Sum TOTAL 1 The Plumbing Company 1 ls 8,800.00$ 8,800.00$ 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 -$ -$ 8,800.00$ Change Order Request #036 - Subcontractors TOTAL 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors Iowa Sports Turf (953.00)$ Supplier -$ LCCI -$ Sub-Total (953.00)$ 2.5% OH&P (Subcontractors)(23.83)$ 5% OH&P (LCCI/Suppliers)-$ 0.75% Bond (7.33)$ TOTAL (984.15)$ Respectfully, Jeff Mertz Larson Construction Co., Inc. Per RFI #067 - Irrigation Master Valve Flow Sensor (Deduct for flow sensor and master valve- irrigation system at Triumph Park) Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com December 20, 2021 Change Order Request #037 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 #67 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: The Master valve and flow sensor on this job will not work. The largest master valve we can find is 3” and it will not work on 8” Pipe. We are flowing 500 gpm. The flow sensor is only rated at 300 gpm. Let me know if you have any questions. Larson Construction 09.17.2021 Action Required by: Jeff MertzJeff Mertz REQUEST FOR INFORMATION Irrigation Master Valve Flow Sensor Remove both the flow sensor and master valve from project scope. John Aceto 9-24-2021 Line Total $953.00 Subtotal $953.00 $0.00 Sales Tax $- Total $953.00 Thank you for your business! 742 NE 47th PL, Des Moines, IA 50313 Phone: 515.202.5120 caseys@iowasportsturf.com If you have any questions concerning this quote, contact Casey Scheidel. Special Notes and Instructions Above information is not an invoice and only a price for the services/goods described above. Quote is valid for 30 days. Please confirm your acceptance of this quote by signing this document Signature Print Name Date Quote December 20, 2021 Customer:Quote/Project Description Larson Construction Irrigation Deduct Description Deduct for flow sensor and master valve- irrigation system at Triumph Park ITEM #Company Description Quantity Unit Labor Material Bid Form Unit Cost Lump Sum TOTAL 1 Iowa Sports Turf 1 ls (953.00)$ (953.00)$ 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 -$ -$ (953.00)$ Change Order Request #037 - Subcontractors TOTAL 525 17TH STREET DES MOINES, IA 50309 RE: Triumph Park Scope of work to be done: Cost Summary: Subcontractors 3,600.00$ Supplier -$ LCCI -$ Sub-Total 3,600.00$ 5% OH&P (Subcontractors)180.00$ 10% OH&P (LCCI/Suppliers)-$ 1.5% Bond 56.70$ TOTAL 3,836.70$ Respectfully, Jeff Mertz Larson Construction Co., Inc. Per PR #006 - Concessions Equipment Plumbing Independence, Iowa 50644 PO Box 112 Phone 319.334.7061 www.larsonconst.com January 7, 2022 Change Order Request #039 COMMERCIAL AND INDUSTRIAL GENERAL CONTRACTORS ITEM #Company Description Quantity Unit Labor Material Bid Form Unit Cost Lump Sum TOTAL 1 Forrest 0 ls 0.00$ 0.00$ 2 The Plumbing Company 3 ls 1,200.00$ 3,600.00$ ls -$ -$ ls -$ -$ Otion 1 add ls Lump Sum Subtotal Total -$ -$ 3 ls 2,585.00$ 7,755.00$ 7,871.33$ -$ -$ ls -$ -$ ls -$ -$ ls -$ -$ Otion 2 add ls Lump Sum Subtotal Total -$ -$ 3 ls 6,780.00$ 20,340.00$ 20,645.10$ -$ -$ ls -$ -$ ls -$ -$ ls -$ -$ ls -$ -$ 3,600.00$ Change Order Request #039 - Subcontractors TOTAL Forrest for repairing 3 concessions with 6 face shells only (2 patches in each concession stand) Forrest for repairing 3 concessions with two vertical chases to cut in the wall on each concession