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2020-07-20-I09 Paragon Performance_Site Plan
CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: July 20, 2020 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Paragon Performance (1450 NW Gettysburg Lane) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: Jeremy Boysen, requests approval of a site plan to allow the construction of a 15,800 square foot building. The building is to be used for office and warehouse/distribution of performance auto parts. Access to the site will be from NW Gettysburg Lane. A total of 24 parking spaces are provided onsite. The applicant has provided elevations for the proposed building on the site, which meets the intent of the architectural guidelines within the Site Plan Ordinance. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the July 14, 2020 Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for Paragon Performance (1450 NW Gettysburg Lane) Senior Planner Andy Kass introduced the request for approval of a Site Plan for an industrial warehouse building as submitted by the applicant, Boysen Properties, LLC. The subject property is located south of NW Gettysburg Lane and West of NW Sunrise Drive, containing approximately 2.20 acres. Mr. Kass advised that the site plan includes the construction of a 15,800 square foot building with an overall height of 21 feet. The primary use of the building is intended for office and warehouse/distribution space for Performance Automotive Parts. The site plan also identifies a monument sign on the east side of the access drive, a trash enclosure on the north side of the building, and space for potential expansion in the future. Access to the site will be provided off of NW Gettysburg Lane, Utilities exist to serve the site and storm water detention is managed on the north side of the site with a dry bottom detention basin. All parking, landscaping and open space, elevation, and lighting requirements have been met at this time. Staff recommends approval of the site plan for Paragon Performance (1450 NW Gettysburg Lane) subject to remaining staff comments. Commissioner Koshy questioned if there would be a retail component to the building. Mr. Kass advised there is not. AGENDA ITEM: I9 Commissioner Koshy questioned if there was an anticipated size for the expansion and if there were enough parking spaces in the event the expansion took place. Mr. Kass advised that there is not a set square footage for the extension at this time, and that the area has plenty of space available for additional parking. Commissioner Ward moved to approve the Site Plan for Paragon Performance (1450 NW Gettysburg Lane subject to staff comments. Commissioner Streit seconded the motion. Ayes: Inman, Koshy, Hoifeldt, Ward, and Streit. Nays: None. Motion Carries. STAFF REVIEW AND COMMENT: Staff is working with the applicant to address that last remaining comments. Staff recommends approval of the site plan subject to remaining staff comments. RECOMMENDATION: Approve the resolution subject to remaining staff comments. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan & Elevations PREPARED BY: Andy Kass, Senior Planner REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 2020- APPROVING THE SITE PLAN FOR PARAGON PERFORMANCE (1450 NW GETTYSBURG LANE) IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal Organization; AND, WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Site Plan for Paragon Performance, subject to remaining staff comments on July 14, 2020; AND, WHEREAS, the Site Plan for Paragon Performance is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Paragon Performance is in general conformance with §161 – Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND, NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this 20th day of July, 2020 that the Site Plan for Paragon Performance is approved subject to remaining staff comments. BE IT FURTHER RESOLVED that the City of Waukee does hereby accept the following easements related to the site plan to be filed with the Dallas County Recorder: 1. Detention Easement ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman R. Charles Bottenberg Chris Crone Larry R. Lyon Ben Sinclair PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: Paragon Performance – Site Plan PREPARED BY: Andy Kass, AICP – Senior Planner REPORT DATE: July 10, 2020 MEETING DATE: July 14, 2020 GENERAL INFORMATION Applicant / Owner: Boysen Properties, LLC (owner) & Jeremy Boysen (applicant) Engineer: Kim Mulch, Klingner & Associates, P.C. Request: The applicant is requesting approval of a site plan for an industrial warehouse building. Location and Size: Property is located south of NW Gettysburg Lane and west of NW Sunrise Drive, containing approximately 2.20 acres. Property Address: 1450 NW Gettysburg Lane AREA MAP ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area. July 10, 2020 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant – Undeveloped Medium Density Residential M-1 (Light Industrial District) North Vacant – Undeveloped Medium Density Residential M-1 (Light Industrial District) South Vacant – Undeveloped Light Industrial Office A-1 (Agricultural District) East Vacant – Undeveloped Light Industrial Office M-1 (Light Industrial District) West Vacant – Undeveloped Medium Density Residential A-1 (Agricultural District) HISTORY The subject property is located within Stratford Crossing Plat 4, which is the light industrial business park portion of the Stratford Crossing neighborhood. Two site plans were previously approved in this same development for an office building and a brewery. PROJECT DESCRIPTION The site plan identifies the construction of an 15,800 square foot building. The building has an overall height of 21-feet. The primary use of the building is intended for office and warehouse/distribution space for performance automotive parts. A monument sign is proposed on the east side of the access drive. The trash enclosure is shown north of the proposed building. The site plan does identify the potential for a future expansion of the building to the east. ACCESS AND PARKING Access to the site will be provided on the north side of the property from NW Gettysburg Lane. The proposed building requires a total of 23 parking spaces. The site plan identifies 24 parking spaces provided across the site. SIDEWALKS/TRAILS A 5-foot-wide sidewalk will be constructed on the south side of NW Gettysburg Lane as part of this project. UTILITIES Sanitary sewer and water main services exist on-site. Storm water detention for the project is intended to be managed on the north side of the site within a dry bottom detention basin. Storm water will ultimately be discharged to the existing storm sewer along NW NW Gettysburg Lane. LANDSCAPING & OPEN SPACE A minimum of 15% of the project area is required to be open space. The total amount of open space proposed is 54%. The plantings shown on the landscape plan meet the minimum requirements of the Landscape & Open Space Ordinance. The entire site will be sodded when construction is complete. ELEVATIONS Colored building elevations are included for review. The building is proposed to be constructed with multiple architectural metal panel systems, including corrugated, flat, and rain screen panels. Two (2) overhead doors are shown on the north side of building. The trash enclosure is shown to be constructed with masonry sides July 10, 2020 3 of 3 and metal doors. Staff believes the proposed elevations meet the architectural requirements of the Site Plan Ordinance. PHOTOMETRIC PLAN A photometric plan for the parking lot lighting has been submitted and complies with the requirements of the Site Plan Ordinance. STAFF RECOMMENDATION Staff recommends approval of the site plan for Paragon Performance subject to remaining staff comments. SET NO.INDEX OF SHEETSPROJECT NO. 20-4028SHEET 1 OF 9 SHEETSJUNE 2020PARAGON PERFORMANCE1450 NW GETTYSBURG LANEWAUKEE, IOWAG001Non-Reduced Size: 24x36Quincy, IL Galesburg, IL Burlington, IADavenport, IA Hannibal, MO Columbia, MOwww.klingner.com604 Liberty Street, Suite 125515.612.7402Pella, IowaOWNERJEREMY BOYSENBOYSEN PROPERTIES LLC5887 NW 3rd COURTDES MOINES, IA 50313APPLICANTJEREMY BOYSENBOYSEN PROPERTIES LLC5887 NW 3rd COURTDES MOINES, IA 50313ENGINEERKLINGNER & ASSOCIATES, PCCONTACT: STEVE HARTMAN610 N. 4TH STREET, SUITE 100BURLINGTON, IOWA 52601PH: 319-752-3603SURVEYORKLINGNER & ASSOCIATES, PCCONTACT:ADAM GERDES610 N. 4TH STREET, SUITE 100BURLINGTON, IOWA 52601PH: 319-752-3603ARCHITECTKLINGNER & ASSOCIATES, PCCONTACT: KIM MULCH604 LIBERTY STREET, SUITE 125PELLA, IOWA 50219PH: 515-612-7402XCONSTRUCTION SCHEDULEANTICIPATED START DATE: JULY 1, 2020ANTICIPATED COMPLETION DATE: NOV/DEC 2020SUBMITTAL DATESSITE PLAN SUBMITTAL TO CITY NO. 1: 5/12/2020SITE PLAN SUBMITTAL TO CITY NO. 2: 6/02/2020LEGAL DESCRIPTIONLOT 4, STRATFORD CROSSING PLAT 4, AN OFFICIAL PLAT INTHE CITY OF WAUKEE, DALLAS COUNTY, IOWA ANDCONTAINING 2.20 ACRES (95,855 SQUARE FEET)ZONING CLASSIFICATIONZONING: M-1, LIGHT INDUSTRIAL DISTRICTPROJECT SITE ADDRESS1450 NW GETTYSBURG LANEDEVELOPMENT SUMMARYLOT AREA2.20 ACRES (95,855 SF)SETBACKS:FRONT YARD SETBACK30 FTREAR YARD SETBACK30 FTSIDE YARD SETBACK0 FT (EXCEPT WHEN ADJACENT TO"R", "C-1" OR STREET R.O.W.,THEN 25 FT)BUILDING HEIGHT & SIZE21'-2" HEIGHT 15,800 SF(3020 SF OFFICE,6913 SF WAREHOUSE,2550 SF FABRICATION,3317 SF GARAGE)BUILDING CONSTRUCTIONPRE-ENGINEERED METAL BUILDING, NON-COMBUSTIBLE,CONSTRUCTION TYPE IIBNUMBER OF EMPLOYEES 20 MAXIMUMPARKING REQUIREMENTSOFFICE - 3 SPACES / 1000 SF GFAWAREHOUSE - 1 SPACE / 1000 GFAPARKING REQUIREDACCESSIBLE PARKING(1-25 STALLS PROVIDED)1 SPACEOFFICE (3020 SF)9.1 SPACESWAREHOUSE (12,750 SF)12.75 SPACESTOTAL23 SPACESPARKING PROVIDEDACCESSIBLE PARKING1 SPACESTANDARD PARKING23 SPACESTOTAL24 SPACESOPEN SPACE REQUIRED14,378 SF (15%)OPEN SPACE PROVIDED52,415 SF (54.7%)IMPERVIOUS SURFACE43,440 SF (45.3%)BENCHMARKEXT. TOP OF HYDRANT AT SW COR. OF THE INTERSECTION OFNW GETTYSBURG LANE AND NW SHILOH CIRCLEELEVATION = 1030.49PROJECT SITE MAPLOCATION MAPPROJECT SITEHICKMAN ROAD / HWY 6N. 10TH STREETNW GETTYSBURG LANENW SHILOH CIRCLE RACCOON RIVERVALLEY TRAILPROJECTSITEWAUKEENO SCALENO SCALELEGENDEXISTINGPROPOSEDPROPERTY LINELOT LINERIGHT OF WAY LINECENTERLINEEASEMENTBUILDING SETBACKCONSTRUCTION LIMITSFENCE LINECHAIN LINK FENCERAILROAD TRACKSWATER LINEFIRE PROTECTIONGAS LINEOVERHEAD ELECTRICUNDERGROUND ELECTRICOVERHEAD TELEPHONEUNDERGROUND TELEPHONECABLE TELEVISIONFIBER OPTICCOMMUNICATION LINESTORM SEWERSANITARY SEWERFORCE MAINCOMBINED SEWERIRRIGATION SYSTEMSIGNMANHOLESTORM WATER INLETCATCH BASINCLEANOUTWATER VALVEFIRE HYDRANTPOST INDICATOR VALVEWATER METERGAS VALVEGAS METERTELEPHONE PEDESTALCABLE TV PEDESTALELECTRIC METERUTILITY POLELIGHT STANDARDLIGHT POLEGUY WIRESURVEY MARKERSUMMIT / HIGH POINTCONTOURSINDEX CONTOURSDIRECTION OF DRAINAGESPOT ELEVATIONDECIDUOUS SHRUBDECIDUOUS TREECONIFEROUS SHRUBCONIFEROUS TREE601600600.00ABBREVIATIONSFLFLOWLINE ELEVATIONTCTOP OF CURB ELEVATIONGLGUTTER LINE ELEVATIONTGTOP OF GRATE ELEVATIONSTASTATIONFESFLARED END SECTIONSWISTORM WATER INLETFFEFINISH FLOOR ELEVATIONHPHIGH POINTLPLOW POINTTWTOP OF WALL ELEVATIONBWBOTTOM OF WALL ELEVATIONDSDOWNSPOUTNEW HEAVY-DUTY PCC PAVEMENTNEW INTEGRAL PCC CURB AND WALKNEW PCC PAVEMENTCOVER SHEETSITE DIMENSION PLANSITE GRADING PLANSITE UTILITY PLANLANDSCAPE PLANSTORM WATER POLLUTION PREVENTION PLANSTORM WATER MANAGEMENT PLANSITE DETAILSSUDAS NOTESG001C101C102C103C104C105C106C501C502N W S U N R I S E DRIV E NEW RIVER GRAVEL LANDSCAPE MULCHREVETMENT EROSION CONTROL STONE SSSSSTSSST18' X 12' O.H. DOOR12' X 10' O.H. DOOR9' X 10' O.H. DOCK DOOR4'-2" DOCK HEIGHTNEW BUILDING15,800 SFFFE=1029.00FUTUREEXPANSIONNW SHILOH CIRCLENW GETTYSBURG LANE30'-0"30'-0"40'-0"19'-0" TYP.8'-0"TRASH ANDRECYCLINGENCLOSURER2 5 ' - 0 "40'-0"30'-0"5 FUTUREUSE STALLS5 FUTURE USE STALLSR58'-0"R35'-0"DETENTIONAREAFLUMER5'-0"8'-0"6 SPACES @ 9' = 54'-0"18'-0"2 SPACES24'-0"2 SPACES@ 9' = 18'-0"10 SPACES @ 9' = 90'-0"EXISTING FES3" CURBTAPER TO6" CURBSWI-11SWI-4SWI-5SWI-6SWI-9SWI-10122231444544556778910101010101010SWI-2SWI-33126'-0"±35'6'-0"4'-0"30' SETBACK30' SETBACKPROPERTYLINER.O.W. / PROPERTY LINEPROPERTYLINEPROPERTYLINE30' SETBACK1319'-0" TYP.150'-0"100'-0"20'-0"40'-0"64'-612"63'-734"30'-212" 30'-212" 214'-3"±29'-0" B-B APPROX. R.O.W. LINE60'-0" R.O.W.R25'-0"R25'-0"R5'-0"R5'-0"15'-0"R70'-0"8'-0"114SWI-116161616SWI-7SWI-81744 FUTURE USE STALLS2 FUTUREUSE STALLS3 SPACES@ 9' = 27'-0"19'-0" TYP.5'-0"5'-0"65'-0"R5'-0"15181910' PUBLIC UTILITY EASEMENT20' PUBLIC SANITARYSEWER EASEMENT20' PRIVATE STORMSEWER EASEMENTTEMPORARYTURNAROUNDEASEMENTDETENTIONEASEMENTSTRATFORD CROSSING WAUKEE, IOWA PARAGON PERFORMANCE © 2020 KLINGNER & ASSOCIATES P.C.This document shall not be used for any purpose orproject for which it is not intended. Klingner & AssociatesP.C. and their Divisions shall be indemnified by the clientand held harmless from all claims, damages, liabilities,losses and expenses, including attorneys fees and costsarising out of such misuse or reuse of this document. Inaddition, unauthorized reproduction of this document, inpart or as a whole, is prohibited....MARKDESCRIPTIONDATEAPPR.REVISION HISTORY20-4028DRAWING ISSUED DATE:06/16/2020Full sized plans have been prepared using standard scales.Reduced size plans may not conform to standard scales.SHEETPROJECT NO.SHEET TITLECHECKEDNon-Reduced Sheet Size: 24" x 36"GSGSMH....CHECK DATEFIELDFIELD BOOKDESIGNEDDRAWNQuincy, IL Galesburg, IL Burlington, IA Davenport, IA Hannibal, MO Columbia, MO www.klingner.com 604 Liberty Street, Suite 125 515.612.7402 Pella, IowaC101SITEDIMENSION PLANSITE DIMENSION PLANSCALE: 1"=20'KLINGNER 40'20'0SCALE: 1" = 20'BENCHMARK:EXTREME TOP OF HYDRANT AT SW COR. INT.NW GETTYSBURG LANE AND NW SHILOH CIRCLEELEVATION = 1030.496" PCC PAVEMENT. SEE 1/C501.8" HEAVY-DUTY PCC PAVEMENT. SEE 1/C501.6" STANDARD PCC CURB. SEE 2/C501.3" ROLLED PCC CURB. SEE 3/C501.PCC SIDEWALK. SEE 4/C501.PCC INTEGRAL CURB AND WALK. SEE 6/C501.TRASH ENCLOSURE. SEE ARCHITECTURAL DRAWINGS.HANDICAPPED PARKING SIGN. SEE 16/C501.PIPE BOLLARD, CONSTRUCT SIMILAR TO 16/C501.ADA DETECTABLE WARNING PANEL, 2'-0" x 5'.PCC FLUME. SEE 9/C501.EXISTING PEDESTRIAN RAMP WITH DETECTABLE WARNING PANEL.SUDAS TYPE A DRIVEWAY. SEE 1/C501.STRUCTURAL STOOP. SEE STRUCTURAL DRAWINGS.PAINT STRIPING PER SUDAS NOTES, SHEET C502.STEEL EXTERIOR STAIRS. SEE ARCHITECTURAL DRAWINGS.AREA OUTLINED TO BE USED FOR CONSTRUCTION MATERIALS/EQUIPMENT STAGING.FUTURE MONUMENT SIGN. ALL SIGNAGE SHALL BE REVIEWED AND APPROVED WITH ASEPARATE APPLICATION BY DEVELOPMENT SERVICES DEPARTENT.KEYED NOTES 12345678910111213141516171819PUBLIC UTILITY EASEMENT: BOOK 2020, PAGE 518PUBLIC SANITARY SEWER EASEMENT: BOOK 2020, PAGE 520TEMPORARY TURNAROUND EASEMENT: BOOK 2020, PAGE 525PRIVATE STORM SEWER EASEMENT: BOOK 2020, PAGE 527EASEMENT RECORDING 10311 0 2 0 1 0 2 3 102710 2 1 1028SSSSSTSSST18' X 12' O.H. DOOR12' X 10' O.H. DOOR9' X 10' O.H. DOCK DOOR4'-2" DOCK HEIGHTNEW BUILDING15,800 SFFFE=1029.00FUTUREEXPANSIONNW SHILOH CIRCLE103010261027102810291031 1025 1024 1026 1027 NW GETTYSBURG LANE10201021102210231024102510261028102810291030103110281028102910301031102710261025102510281028102810271028 1027102810281027 10271027 10 2 7 102610271026102710281028102710271026102910291028102710261027102610271028102910291029 10271026 1025102410251026 102710271028103010291028 10311029102810301027102 7 1026 1027 1028102610 2 6 102610281029 102210 1 9 1027102610251024102810281026 1023102210211029 1028102710271027102727.8527.3827.92TC27.59GLOVERFLOWELEVATION26.4627.1227.2926.9728.23HP26.54TC26.29GLDETENTIONAREALPFLUMEHP27.56TC27.06GL28.88SIDEWALKBENCHMARKEXISTING FES17.31FL21.15FL26.8226.643" CURBTAPER TO6" CURB26.96TC26.71GL27.15TC26.90GL26.72TC26.47GL28.8828.7627.80TC27.47GLSWI-1123.50RIM (SW-406, 5'x5')16.80BOT27.88TC27.38GL28.82TC28.32GL28.64TG28.14GL28.5728.4528.8828.7627.45TC27.20GL28.1926.68 OVERFLOWELEVATION21.15FL21.15FLSWI-4(SW-511)26.94TGSWI-5(JUNCTION ONLY)(SW-511)27.00TGHPHP SWI-6(12" IN-LINE DRAIN)28.50TGSWI-9(12" IN-LINE DRAIN)27.60TG28.0028.00HPOVERFLOWELEVATIONSWI-10 (JUNCTION ONLY)(SW-511)27.00TG27.6627.22OVERFLOWELEVATION28.76TC28.43GL28.76TC28.64GL28.29TC27.96GL28.4127.0128.73TC28.40GL28.8828.85SWI-1(SW-507)27.38TG26.88GLSWI-2(SW-511)24.83TGSWI-3(SW-511)24.83TG28.1227.1727.1030' SETBACKPROPERTYLINER.O.W.LINEPROPERTYLINEPROPERTYLINE30' SETBACK30' SETBACK1:8 SLOPE1:8 SLOPE 1:4 SLOPE 1:4 SLOPE30.4631.4531.2626.8429.0228.47TC27.97GL25.42TC24.92GL24.9228.20TOP OF PAD28.06TC27.56GL27.4427.91TC27.41GL27.2928.00TC27.50GL27.69TC27.19GL29.0027.9727.46TC EXTG.27.89127.11 EXTG.26.52TC EXTG.26.77TC EXTG.27.11 EXTG.27.12 EXTG.27.16 EXTG.28.626.25TC25.75GL26.40TC25.90GL29.0028.528.528.524.9224.87SWI-8(12" IN-LINE DRAIN)28.50TGSWI-7(12" IN-LINE DRAIN)28.50TG25.78TC25.28GL29.0027.00TC26.75GL27.18TC26.93GL28.026.527.0228.15TC27.82GL27.5610' PUBLIC UTILITYEASEMENT20' PUBLIC SANITARYSEWER EASEMENT20' PRIVATE STORMSEWER EASEMENTHP28.9228.7227.9 HPOVERFLOWELEVATION2.0%2.14%2.12%2.12%2.0%2.0%1:4 SLOPE OVERFLOW 100 YEAR ELEVATION1022.819.80FLDETENTIONEASEMENTSWI-4b(SW-511)25.86TGSWI-5b(SW-511)26.20TG100 YEAR ELEVATION@ 0.5" ABOVE GRATE1025.33100 YEAR ELEVATION@ 0.5" ABOVE GRATE1027.44100 YEAR ELEVATION@ 0.5" ABOVE GRATE1026.36OVERFLOW ELEVATIONFOR DOCK INLETS IS 1027.59@ HP TO THE NORTH28.722.0%28.8028.928.8028.7228.802.0%OVERFLOW26.70HPOVERFLOWELEVATION2.0%OVERFLOWOVERFLOW100 YEAR ELEVATION1027.08100 YEAR ELEVATION@ 0.5" ABOVE GRATE1026.701028102928.23HP28.82TC28.32GL28.64TG28.14GL28.12102828.8828.7628.5728.4528.76TC28.64GL28.88STRATFORD CROSSING WAUKEE, IOWA PARAGON PERFORMANCE © 2020 KLINGNER & ASSOCIATES P.C.This document shall not be used for any purpose orproject for which it is not intended. Klingner & AssociatesP.C. and their Divisions shall be indemnified by the clientand held harmless from all claims, damages, liabilities,losses and expenses, including attorneys fees and costsarising out of such misuse or reuse of this document. Inaddition, unauthorized reproduction of this document, inpart or as a whole, is prohibited....MARKDESCRIPTIONDATEAPPR.REVISION HISTORY20-4028DRAWING ISSUED DATE:06/16/2020Full sized plans have been prepared using standard scales.Reduced size plans may not conform to standard scales.SHEETPROJECT NO.SHEET TITLECHECKEDNon-Reduced Sheet Size: 24" x 36"GSGSMH....CHECK DATEFIELDFIELD BOOKDESIGNEDDRAWNQuincy, IL Galesburg, IL Burlington, IA Davenport, IA Hannibal, MO Columbia, MO www.klingner.com 604 Liberty Street, Suite 125 515.612.7402 Pella, IowaC102SITE GRADING PLANSITE GRADING PLANSCALE: 1"=20'KLINGNER 40'20'0SCALE: 1" = 20'BENCHMARK:EXTREME TOP OF HYDRANT AT SW COR. INT.NW GETTYSBURG LANE AND NW SHILOH CIRCLEELEVATION = 1030.49NOTE THAT THIS HYDRANT IS TO BE REMOVEDAND RELOCATED ON SITE.NOTE THAT PROPOSED SPOT ELEVATIONS ARE ABBREVIATED FOR READABILITY.ADD 1000 TO SPOT ELEVATION SHOWN. FOR EXAMPLE, 25.00 EQUALS ELEVATION 1025.00.KEYED NOTES 128.1328.0428.2128.17GL28.23GL28.4028.4828.4228.5028.1528.2327.9528.0327.92GL28.00GL±28.08TC±27.95GL EXTG.±27.89TC±27.76GL EXTG.6'-6"5'-0"5'-0"5'-0"6'-6"1.5%3.0%SIDEWALK / DRIVE INTERSECTION DETAILSCALE: 1"=10'1128.0028.251.5% 1.5%28.51TC EXTG.28.02TC EXTG.SEE SIDEWALK /DRIVE INTERSECTIONDETAIL THIS SHEET112.TEMPORARYTURNAROUNDEASEMENTPUBLIC UTILITY EASEMENT: BOOK 2020, PAGE 518PUBLIC SANITARY SEWER EASEMENT: BOOK 2020, PAGE 520TEMPORARY TURNAROUND EASEMENT: BOOK 2020, PAGE 525PRIVATE STORM SEWER EASEMENT: BOOK 2020, PAGE 527EASEMENT RECORDING28.805'-0"5'-0"28.1828.2628.4328.5128.7228.8028.4028.4328.4828.51LANDINGRAMPLANDINGRAMP1.5% 1.5%3.0%0.6%0.6%0.6%0.6%1.5%4.5%4.5%3.7%3.7%1.5%28.1528.1828.2328.26RAMP/LANDING DETAILSCALE: 1"=5'RAMP/LANDING DETAILSCALE: 1"=5'KLINGNER 20'10'0SCALE: 1" = 10'KLINGNER 20'10'0SCALE: 1" = 10'ENLARGED ADA PARKING DETAILSCALE: 1"=10'ENLARGEDENLARGED1.0% 1.0%1.5%1.5%1.5% 1.0%1.5%0.69%1.65%1.5% 1.5%0.00%0.00%0.00%0.00%28.17GL28.251.5%27.92GL28.001.5%3.0%3.0% SSSSSTSSSTEXTG. SANITARY MHRIM ELEV = 1029.03±FULL OF WATERBOT ELEV = 1012.96±EXTG. SANITARY MHRIM ELEV = 1026.91±FULL OF WATERBOT ELEV = 1014.5±EXTG. SANITARY MHRIM ELEV = 1027.72±FL 8"ر PVC PIPE NORTH ELEV = 1011.46±FL 8"ر PVC PIPE WEST ELEV = 1011.40±FL 8"ر PVC PIPE EAST ELEV = 1011.40±(VERIFY PIPE SIZES)EXTG. STORM SEWER MHRIM ELEV = 1027.42±FL 15"ر RCP E. ELEV = 1022.2±EXTG. STORM SEWER MHRIM ELEV = 1027.39±BOTTOM OF WELL ELEV = 1016.42±EXTG. STORM WATER INLETEXTG. STORM WATER INLET18' X 12' O.H. DOOR12' X 10' O.H. DOOR9' X 10' O.H. DOCK DOOR4'-2" DOCK HEIGHTNEW BUILDING15,800 SFFFE=1029.00FUTUREEXPANSIONNW SHILOH CIRCLENW GETTYSBURG LANEEXTG. 15" STORM SEWEREXTG. 48" STORM SEWER15"EXTG. 42" STORM SEWERDETENTIONAREA338' OF 1 12" GAS SERVICE50' OF 18" RCP@ 0.33% W/ FESHYDRANTEXTG. FES17.31FL21.15FL184' OF 15" HDPE@ 0.33%21.42FL20' OF 12" HDPE@ 0.5%8" PVC, TYP.6" PVC SANITARYSERVICE @ 2.0%, SCH. 40EXISTING SANITARY±11.81FL±12.14FLBENCHMARKUNDERGROUNDELECTRIC158' OF 12" PVC@ 1.6%23.00FLSWI-11 (SW-406, 5'x5')23.50RIM16.80BOTTRANSFORMER PAD,COORDINATE W/ UTILITY.SEE ELECTRICAL SHEETS.21.15FLSWI-1(SW-507)27.38TG26.88GL21.32FLSWI-2(SW-511)24.83TG22.03FLSWI-3(SW-511)24.83TG22.29FLSWI-4(SW-511)26.94TG24.82FLSWI-6(12" IN-LINE DRAIN)28.50TG25.50FLSWI-9(12" IN-LINE DRAIN)27.60TG23.18FL1422222224' OF 12" RCPWITH FLARED ENDAND TRASH RACKEXISTING SANITARYSERVICE STUB3338" PVC, TYP.DOWNSPOUT, TYP.6677816' OF 6" PVC FIRE-PROTECTION SERVICE12' OF 2" Cu DOMESTIC WATER SERVICE325' OF 6" SDR18 PVCWATER SERVICE5150' HYDRANT COVERAGE RADIUS150' HYDRANT COVERAGE RADIUS HYDRANT4SWI-7(12" IN-LINE DRAIN)28.50TG24.89FL7SWI-8(12" IN-LINE DRAIN)28.50TG24.17FL7999185' OF 6" SDR18 PVCWATER SERVICE5±12.74FL21.00FL .13.16FLBOTTOM OF NEW WATER SERVICE PIPE = ±15.5TOP OF NEW SANITARY SERVICE PIPE = ±13.814.92FLBOTTOM OF NEW WATERSERVICE PIPE = ±22.0TOP OF NEW SANITARYSERVICE PIPE = ±19.7BOTTOM OF NEW STORMSEWER PIPE = ±21.6TOP OF NEW WATERSERVICE PIPE = ±19.6EXTG. STREET LIGHTEXTG. STREET LIGHT19.80FL1010' PUBLIC UTILITY EASEMENT20' PUBLIC SANITARYSEWER EASEMENT20' PRIVATE STORMSEWER EASEMENTTEMPORARYTURNAROUNDEASEMENT28' OF 15" HDPE @ 0.72%234' OF 18" HDPE @ 0.8%30' OF 18" RCP @ 0.8%21.39FL21.49FL23.36FL23.46FL115' OF 6" DI FIRE-PROTECTION SERVICESERVICE CURB STOPDI GATE VALVE6" PVC SANITARYSERVICE @ 2.0%, SCH. 4026" PVC SANITARYSERVICE @ 6.2%, SCH. 402BOTTOM OF NEW STORMSEWER PIPE = ±23.3TOP OF SANITARYSERVICE PIPE = ±21.33- 2" PVC CONDUITS FORLOW-VOLTAGE SYSTEMS,COORDINATE W/ UTILITIES.SEE ELECTRICAL SHEETS.DETENTIONEASEMENTFIRE RISER LOCATIONSWI-5(JUNCTION ONLY)(SW-511)27.00TGSWI-10 (JUNCTION ONLY)(SW-511)27.00TGSWI-4b(SW-511)25.86TGSWI-5b(SW-511)26.20TG22.62FL212' OF 12" HDPE @ 1.0%22.24FL23.65FL23.75FL8" PVC121212* NOTE: ALL UTILITIES MARKED BY UTILITY LOCATE SERVICE,AND ALL VISIBLE UTILITY FIXTURES, HAVE BEEN SURVEYEDAND INCLUDED ON THE PLANS.APPROXIMATE LOCATIONOF EXISTING 8" WATER MAINEXISTING 6" WATER SERVICE18"EXISTING 6" SANITARY SERVICE8"8"8"2152' OF 15" HDPE @ 0.72%STRATFORD CROSSING WAUKEE, IOWA PARAGON PERFORMANCE © 2020 KLINGNER & ASSOCIATES P.C.This document shall not be used for any purpose orproject for which it is not intended. Klingner & AssociatesP.C. and their Divisions shall be indemnified by the clientand held harmless from all claims, damages, liabilities,losses and expenses, including attorneys fees and costsarising out of such misuse or reuse of this document. Inaddition, unauthorized reproduction of this document, inpart or as a whole, is prohibited....MARKDESCRIPTIONDATEAPPR.REVISION HISTORY20-4028DRAWING ISSUED DATE:06/16/2020Full sized plans have been prepared using standard scales.Reduced size plans may not conform to standard scales.SHEETPROJECT NO.SHEET TITLECHECKEDNon-Reduced Sheet Size: 24" x 36"GSGSMH....CHECK DATEFIELDFIELD BOOKDESIGNEDDRAWNQuincy, IL Galesburg, IL Burlington, IA Davenport, IA Hannibal, MO Columbia, MO www.klingner.com 604 Liberty Street, Suite 125 515.612.7402 Pella, IowaC103SITE UTILITY PLANSITE UTILITY PLANSCALE: 1"=20'KLINGNER 40'20'0SCALE: 1" = 20'BENCHMARK:EXTREME TOP OF HYDRANT AT SW COR. INT.NW GETTYSBURG LANE AND NW SHILOH CIRCLEELEVATION = 1030.49* NOTE THAT THIS HYDRANT IS TO BE REMOVED AND RELOCATED ONSITE. DEVELOPER / CONTRACTOR SHALL ESTABLISH NEW BENCHMARKON HYDRANT ACROSS STREET.SEE 11 & 12/C501 FOR PIPE BEDDING DETAILS.LIGHT POLE BASE. SEE 10/C501. SEE M/E DWGS FOR FIXTURES.SITE PHOTOMETRICS SUBMITTED BY SEPARATE DOCUMENT.FIRE HYDRANT. SEE 7/C501. EXISTING HYDRANT AT NORTH PROPERTYLINE TO BE REMOVED AND RELOCATED ON SITE.SEE 8/C501 FOR THRUST BLOCK DETAILS.DOWNSPOUT DRAIN CONNECTION. SEE 13/C501.IN-LINE DRAIN. SEE 14/C501.PROVIDE PVC SLEEVE THROUGH STOOP FROST WALLS TOACCOMMODATE DRAIN LINE AS NECESSARY.SANITARY YARD CLEAN OUT. SEE 15/C501.INLET STRUCTURE. SEE 17/C501.FIRE DEPARTMENT CONNECTION. SEE SHEET P102.REVETMENT EROSION CONTROL.NOTE THAT PROPOSED SPOT ELEVATIONS ARE ABBREVIATED FORREADABILITY. ADD 1000 TO SPOT ELEVATION SHOWN. FOR EXAMPLE,25.00 EQUALS ELEVATION 1025.00.KEYED NOTES 12345SITE LIGHTING PHOTOMETRICSNO SCALE6789NOTE: LIGHTING UNITS SHOWN IN FOOT CANDLES. SEE ELECTRICAL DRAWINGS FOR LIGHTING FIXTURE SCHEDULE..10PUBLIC UTILITY EASEMENT: BOOK 2020, PAGE 518PUBLIC SANITARY SEWER EASEMENT: BOOK 2020, PAGE 520TEMPORARY TURNAROUND EASEMENT: BOOK 2020, PAGE 525PRIVATE STORM SEWER EASEMENT: BOOK 2020, PAGE 527EASEMENT RECORDING121113. SSSSSTSSST18' X 12' O.H. DOOR12' X 10' O.H. DOOR9' X 10' O.H. DOCK DOOR4'-2" DOCK HEIGHTNEW BUILDING15,800 SFFFE=1029.00FUTUREEXPANSIONNW SHILOH CIRCLENW GETTYSBURG LANEDETENTIONAREA3 - SWAMP WHITE OAKQuercus bicolor8' HEIGHT2 - BURK REDCEDARJuniperus virginiana "Burkii"6' HEIGHT3 - BURK REDCEDARJuniperus virginiana "Burkii"6' HEIGHT5 - GREY OWL JUNIPERJuniperus virginiana "Grey Owl"#3 CONT.5 - GREY OWL JUNIPERJuniperus virginiana "Grey Owl"#3 CONT.5 - GREY OWL JUNIPERJuniperus virginiana "Grey Owl"#3 CONT.3 - Moraine HoneylocustGleditsia triacanthos inermis "Moraine"8' HEIGHT4 - SWAMP WHITE OAKQuercus bicolor8' HEIGHT2 - BURK REDCEDARJuniperus virginiana "Burkii"6' HEIGHT5 - GREY OWL JUNIPERJuniperus virginiana "Grey Owl"#3 CONT.5 - COMPACT WINGED EUONYMUSEuonymus alatus "compacta"#3 CONT.10 - DWARF KOREAN LILACSyringa meyeri "Palibin"#3 CONT.10' PUBLIC UTILITY EASEMENT20' PUBLIC SANITARYSEWER EASEMENT20' PRIVATE STORMSEWER EASEMENTTEMPORARYTURNAROUNDEASEMENTDETENTIONEASEMENTSTRATFORD CROSSING WAUKEE, IOWA PARAGON PERFORMANCE © 2020 KLINGNER & ASSOCIATES P.C.This document shall not be used for any purpose orproject for which it is not intended. Klingner & AssociatesP.C. and their Divisions shall be indemnified by the clientand held harmless from all claims, damages, liabilities,losses and expenses, including attorneys fees and costsarising out of such misuse or reuse of this document. Inaddition, unauthorized reproduction of this document, inpart or as a whole, is prohibited....MARKDESCRIPTIONDATEAPPR.REVISION HISTORY20-4028DRAWING ISSUED DATE:06/16/2020Full sized plans have been prepared using standard scales.Reduced size plans may not conform to standard scales.SHEETPROJECT NO.SHEET TITLECHECKEDNon-Reduced Sheet Size: 24" x 36"GSGSMH....CHECK DATEFIELDFIELD BOOKDESIGNEDDRAWNQuincy, IL Galesburg, IL Burlington, IA Davenport, IA Hannibal, MO Columbia, MO www.klingner.com 604 Liberty Street, Suite 125 515.612.7402 Pella, IowaC104LANDSCAPE PLANLANDSCAPE PLANSCALE: 1"=20'KLINGNER 40'20'0SCALE: 1" = 20'MINIMUM PLANTING REQUIREMENTS1. MINIMUM SIZE: THE MINIMUM SIZE FOR REQUIRED PLANTINGS, OTHER THAN THOSE IN REQUIRED BUFFERS, SHALL BE AS FOLLOWS:A: DECIDUOUS OVERSTORY TREES SHALL BE A MINIMUM OF EIGHT (8) FEET IN HEIGHT.B: EVERGREEN OVERSTORY TREES SHALL BE A MINIMUM OF SIX (6) FEET IN HEIGHT.C: DECIDUOUS ORNAMENTAL TREES SHALL BE A MINIMUM OF SIX (6) FEET IN HEIGHT.2. MINIMUM QUANTITY: THE MINIMUM NUMBER OF PLANTINGS PER SITE SHALL BE AS FOLLOWS:A: A MINIMUM OF FIFTY PERCENT (50%) OF ALL REQUIRED TREES SHALL BE OVERSTORY SHADE TREES.B: FOR ALL USES EXCEPT SINGLE-FAMILY ATTACHED AND DETACHED RESIDENTIAL DWELLINGS, A MINIMUM OF TWENTY-FIVE PERCENT (25%) OF ALL TREES SHALL BE EVERGREEN TREES.SITE LANDSCAPE REQUIREMENTSSITE AREA:95,855 SFOPEN SPACE REQUIRED14,378 SF (15%)OPEN SPACE PROVIDED52,415 SF (54.7%)PLANTINGS REQUIRED:ONE TREE / 1000 SF OF OPEN SPACEONE SHRUB / 1000 SF OF OPEN SPACETREES REQUIRED:15TREES PROVIDED:17SHRUBS REQUIRED:15SHRUBS PROVIDED:30LANDSCAPE NOTES:1) TREES & SHRUBS SHALL BE CONTAINER GROWN OR BALLED AND BURLAPPED UNLESSOTHERWISE APPROVED.2) COMMERCIAL EDGING SHALL BE 1/4" x 5" HEIGHT STEEL EDGING WITH 12" STAKES.3) THE TOPSOIL SHALL BE LOAMY IN NATURE, FREE FROM HARD CLODS, STIFF CLAY, SOD,STONES, ROOTS, STICKS, AND OTHER DEBRIS OVER 1" IN SIZE. TOPSOIL SHALL BE FREE OFTOXIC MATERIALS AND SHALL HAVE A pH RANGE BETWEEN 5.5 AND 7.0.4) THE BACKFILL MIXTURE SHALL CONTAIN NATIVE SOIL. TOPSOIL SHALL BE PROVIDED ANDINSTALLED BY THE CONTRACTOR.5) RIVER GRAVEL MULCH (1 12" TOP SIZE) SHALL BE INSTALLED TO A SETTLED DEPTH OF 3" INPLANTING BEDS. SHREDDED HARDWOOD MULCH SHALL BE INSTALLED AROUND ALL TREESWITHIN GRASS AREAS TO A SETTLED DEPTH OF 3" AND A MINIMUM OF 8' IN DIAMETER.6) PLANTS SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY. PLANTS SHALL HAVE ANORMAL, WELL DEVELOPED BRANCH SYSTEM AND VIGOROUS ROOT SYSTEMS.7) TYPAR, DEWITT OR APPROVED EQUAL SPUNBOUNDED POLYPROPYLENE WEED BARRIERSHALL BE INSTALLED IN ALL LANDSCAPE BEDS. THE LANDSCAPE FABRIC SHALL BE APOLYPROPYLENE FABRIC HAVING A MINIMUM WEIGHT OF 3 OUNCES PER SQUARE YARD, ATENSILE STRENGTH OF 135 LBS. AND A PERMEABILITY OF 70 GALLONS PER SQ. YD.8) ESTABLISHMENT AND WARRANTY PERIODS AND ACCEPTANCE:A FALL PLANTING PERIOD IS ANTICIPATED. ALL SODDING, AND PLANTING OF TREES, SHRUBS,AND PERENNIALS SHALL BE ACCOMPLISHED BETWEEN SEPTEMBER 1 AND OCTOBER 15 OFTHE PROJECT CONSTRUCTION PERIOD.ESTABLISHMENT PERIOD - THE PLANT ESTABLISHMENT PERIOD IS THIRTY DAYS AFTER THEINSTALLATION IS ACCEPTED BY THE ENGINEER. A PLANT INSPECTION WILL BE MADE BY THEENGINEER PRIOR TO THE EXPIRATION OF THE ESTABLISHMENT PERIOD.WARRANTY PERIOD - FOR GROUNDCOVER, PERENNIALS, AND SHRUBS, THE SIX-MONTHWARRANTY PERIOD BEGINS IMMEDIATELY AFTER THE INITIAL ACCEPTANCE. INSPECTION OFTHE PLANTS WILL BE MADE BY THE ENGINEER AT THE END OF THE SIX-MONTH WARRANTYPERIOD. TREES HAVE A ONE-YEAR WARRANTY PERIOD.MAINTENANCE - CARE FOR ALL PLANTS DURING THE ESTABLISHMENT PERIOD AS REQUIREDTO KEEP PLANTS IN A LIVE, HEALTHY GROWING CONDITION. PRUNE PLANTS TO MAINTAIN ADESIRABLE SHAPE. REMOVE WEEDS AND GRASSES FROM PLANTING BEDS AND MULCHAREAS. APPLY HERBICIDE TO CONTROL WEED GROWTH WHEN DIRECTED BY THE ENGINEER.WATER AS REQUIRED TO ENHANCE EARLY ROOT GROWTH AND MAINTAIN A MOIST SOIL.ADJUST STAKES AND TIES TO MAINTAIN PLANT IN AN UPRIGHT AND PLUMB CONDITION.RE-SET SETTLED PLANTS TO PROPER GRADES AND POSITION. RESTORE PLANTING SAUCERAND MULCH. ADD BACKFILL AND MULCH AS MAY BE REQUIRED. APPLY APPROPRIATEINSECTICIDES AND FUNGICIDES NECESSARY TO MAINTAIN PLANTS FREE OF INSECTS ANDDISEASE.PLANT CONDITION - ENSURE ALL PLANTS ARE IN A LIVE, HEALTHY, AND GROWING CONDITIONBOTH AT THE DATE OF ACCEPTANCE OF THE INSTALLATION BY THE ENGINEER, AT THE ENDOF THE PLANT ESTABLISHMENT PERIOD, AND AT THE END OF THE WARRANTY PERIOD.REPLACEMENT - REPLACE ALL GROUNDCOVER, PERENNIALS, AND SHRUBS NOT FOUND TO BEIN A LIVE, HEALTHY, AND GROWING CONDITION DURING INSPECTION AT THE END OF THETHIRTY-DAY ESTABLISHMENT PERIOD, AND AT THE END OF THE SIX-MONTH WARRANTYPERIOD AT NO ADDITIONAL COST TO THE OWNER. UPON NOTICE FROM ENGINEER, REMOVEREJECTED PLANTS FROM THE SITE AND REPLACE WITH PLANT MATERIAL OF THE SAMESPECIES AND SIZE AS ORIGINALLY SPECIFIED. INSTALL REPLACEMENT PLANTS COMPLYINGWITH THE CONTRACT DOCUMENTS. PLANTS DAMAGED DUE TO NEGLECT OR ABUSE BYOWNER, FIRE OR FLOODING BEYOND THE CONTRACTOR'S CONTROL, OR ICE STORMS, HAIL,TORNADOES, OR ACTS OF VANDALISM DO NOT REQUIRE REPLACEMENT. TREES NOT FOUNDTO BE IN A LIVE, HEALTHY, AND GROWING CONDITION SHALL BE REPLACED UP TO A YEARAFTER INITIAL ACCEPTANCE.9) TOPSOIL SHALL BE INSTALLED TO A DEPTH OF 8" IN PLANTING AREAS.10) ALL DISTURBED AREAS NOT WITHIN PAVEMENT & LANDSCAPE AREAS SHALL BE SODDEDPER SUDAS SECTION 9010, INCLUDING THE PUBLIC RIGHT-OF-WAY. THE AREAS INDICATED TOBE SODDED ON THIS PLAN ARE ESTIMATED DISTURBED AREAS. DISTURBED AREAS OUTSIDEOF THOSE INDICATED SHALL BE SODDED REGARDLESS OF THE LIMITS INDICATED.11) ANY PROPOSED LANDSCAPE SUBSTITUTIONS SHALL BE APPROVED BY THE CITY OFWAUKEE DEVELOPMENT SERVICES DEPARTMENT.PUBLIC UTILITY EASEMENT: BOOK 2020, PAGE 518PUBLIC SANITARY SEWER EASEMENT: BOOK 2020, PAGE 520TEMPORARY TURNAROUND EASEMENT: BOOK 2020, PAGE 525PRIVATE STORM SEWER EASEMENT: BOOK 2020, PAGE 527EASEMENT RECORDING 10311 0 2 0 1 0 2 3 10271 0 21 1028STSSST18' X 12' O.H. DOOR12' X 10' O.H. DOOR9' X 10' O.H. DOCK DOOR4'-2" DOCK HEIGHTNEW BUILDING15,800 SFFFE=1029.00FUTUREEXPANSIONNW SHILOH CIRCLE103010261027102810291031 1025 1024 1026 1027 NW GETTYSBURG LANE10201021102210231024102510261028102810291030103110281028102910301031102710261025102510281028102810271028 1027102810281027 10271027 10261027102810281027102710261029102910281027102710271028102910291029 10271026 1025102410251026 102710271028103010291028 10311029102810301027102 7 1026 1027 102810281029 102210 1 9 10271026102510241028102810261023 102210211029 10281027102710271027DETENTIONAREAFLUMESIDEWALKBENCHMARKBENCHMARK1321111111410' PUBLIC UTILITY EASEMENT20' PUBLIC SANITARYSEWER EASEMENT20' PRIVATE STORMSEWER EASEMENTTEMPORARYTURNAROUNDEASEMENTDETENTIONEASEMENT111566622227SINGLE DISCHARGE POINT, TOSUBDIVISION STORM SEWER,TO UNNAMED TRIBUTARY OFLITTLE WALNUT CREEK1:8 SLOPE1:8 SLOPE 1:4 SLOPE 1:4 SLOPE2.0%2.14%2.12%2.12%2.0%2.0%1:4 SLOPE 20 S.F.(±4'X5')20 S.F.(±4'X5')70 S.F.(±7'X10')2.0%2.0%829STRATFORD CROSSING WAUKEE, IOWA PARAGON PERFORMANCE © 2020 KLINGNER & ASSOCIATES P.C.This document shall not be used for any purpose orproject for which it is not intended. Klingner & AssociatesP.C. and their Divisions shall be indemnified by the clientand held harmless from all claims, damages, liabilities,losses and expenses, including attorneys fees and costsarising out of such misuse or reuse of this document. Inaddition, unauthorized reproduction of this document, inpart or as a whole, is prohibited....MARKDESCRIPTIONDATEAPPR.REVISION HISTORY20-4028DRAWING ISSUED DATE:06/16/2020Full sized plans have been prepared using standard scales.Reduced size plans may not conform to standard scales.SHEETPROJECT NO.SHEET TITLECHECKEDNon-Reduced Sheet Size: 24" x 36"GSGSMH....CHECK DATEFIELDFIELD BOOKDESIGNEDDRAWNQuincy, IL Galesburg, IL Burlington, IA Davenport, IA Hannibal, MO Columbia, MO www.klingner.com 604 Liberty Street, Suite 125 515.612.7402 Pella, IowaC105STORM WATERPOLLUTIONPREVENTION PLANSTORM WATER POLLUTION PREVENTION PLANSCALE: 1"=20'KLINGNER 40'20'0SCALE: 1" = 20'WIDTH2 LENGTH110' M IN . 11THICKNESS ASSPECIFIED(6" MIN.)REMOVE VEGETATION AND EXCAVATE SOFT SOILS FROM ENTRANCE AREA. THOROUGHLY COMPACTSUBGRADE PRIOR TO PLACING STONE.INSTALL CULVERT UNDER ENTRANCE IF NECESSARY TO MAINTAIN DRAINAGE.GRADE ENTRANCE TO PREVENT RUNOFF FROM FLOWING ONTO STREET. DIRECT ALL RUNOFF FROMENTRANCE TO A SEDIMENT RETENTION DEVICE.WHEN SPECIFIED, INSTALL SUBGRADE STABILZATION FABRIC PRIOR TO PLACING CRUSHED STONE.INSTALL LAYER OF CRUSHED STONE TO THE THICKNESS (6" MIN.) AND DIMENSIONS SPECIFIED.12ENTRANCE LENGTH: 50' MIN (30' FOR SINGLE FAMILYRESIDENTIAL), OR AS SPECIFIED. LENGTH OF ENTRANCEMAY BE INCREASED IF SEDIMENT TRACK-OUT OCCURS.ENTRANCE WIDTH: 20' MINIMUM.650648646644642INSTALL PARALLELTO GROUND CONTOURINSTALL "J-HOOK" AT EACHEND OF AN INDIVIDUALSECTION OF SILT FENCE 200' MAX PER SECTION(600' IF SLOPE IS FLATTER 5%)TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES1FABRICFLOW14"T" STEEL FENCE POST, 4'-0" MIN.GROUND LINESEE PLANS FOR SPACING2FABRIC8' SPACING*GROUND LINE36"24"541DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES*REDUCE POST SPACING TO 5' AT WATERCONCENTRATION AREAS, OR AS REQ. TOADEQUATELY SUPPORT FENCE.ATTACHMENT TO POST"T" POSTWIRE OR 5435' MAX.POST SPACING5' MAX.POST SPACING51BACKSLOPEFORESLOPETYPICAL SILT FENCE DITCH CHECKVARIABLE (20' FOR A NORMAL 10' WIDE DITCH.INSTALL SILT FENCE ACCORDING TO THE REQUIREMENTS OF SECTION9040, 3.07 AND AT LOCATIONS SHOWN IN THE CONTRACT DOCUMENTSOR AS DIRECTED BY JURISDICTIONAL ENGINEER.CABLE TIESINSERT 12" OF FABRIC A MINIMUM OF 6" DEEP (FABRIC MAYBE BE FOLDED BELOW THE GROUND LINE).COMPACT GROUND BY DRIVING ALONG EACH SIDE OF THE SILT FENCE AS REQUIRED TO SUFFICIENTLYSECURE THE FABRIC IN THE TRENCH TO PREVENT PULLOUT AND FLOW UNDER THE FENCE.IN DITCHES, EXTEND SILT FENCE UP THE SIDE SLOPE SO THE BOTTOM ELEVATION AT THE END OF THEFENCE IS A MINIMUM OF 2" HIGHER THAN THE TOP OF THE FENCE IN THE LOW POINT OF THE DITCH.STEEL POSTS TO BE EMBEDDED 20" UNLESS OTHERWISE ALLOWED BY THE JURISDICTIONAL ENGINEER.SECURE TOP OF ENGINEERING FABRIC TO STEEL POSTS USING WIRE OR PLASTIC TIES (50 LB. MIN). SEEDETAILS OF "ATTACHMENT TO POSTS."1234INLET PROTECTION. SEE DETAIL 1/C105 OR4/C105 FOR ACCEPTABLE MEASURES.11 INLETS x 40 L.F. EA. = 440 L.F.SILT FENCE. SEE DETAIL 1/C105. 1622 L.F.STABILIZED CONSTRUCTION ENTRANCE. SEEDETAIL 2/C105. 934 C.F.STRAW WATTLE. SEE DETAIL 4/C105. 12 L.F.SILT FENCE MAY BE SUBSTITUTED IN SOMELOCATIONS PER KEY NOTE 1.MANUFACTURED INTAKE DROP-IN SEDIMENTFILTER.REVETMENT EROSION CONTROL, TYPE D ORE STONE, TOP SIZE 150 LBS., MINIMUM 2.5'THICK x S.F. AREA SHOWN.MATERIALS/EQUIPMENT STORAGE AREA.TOPSOIL STOCKPILE LOCATION WITHDOWNSPLOPE PERIMETER SEDIMENTCONTROL.PORTABLE WASTE MATERIAL(CONSTRUCTION AND SANITARY) ANDCONCRETE WASHOUT DUMPSTERS.KEYED NOTES 12THIS SWPPP SHEET, IN CONJUNCTION WITH SWPPP WRITTEN PLAN, IS FOR STORM WATER POLLUTION PREVENTIONMEASURES ONLY. THIS SHEET INCLUDES MINNIMUM EROSION CONTROL MEASURES. CONTRACTOR SHALL IMPLEMENTADDITIONAL INTERMEDIATE OR ADJUSTED INSTALLATIONS, AND/OR TEMPORARY SEEDING TO CONTROL EROSION. SEEOTHER CONSTRUCTION DOCUMENTS FOR COMPLETE PROJECT CONSTRUCTION DETAILS.SITE DEVELOPMENT WILL INCLUDE DISRUPTION OF THE ENTIRE 2.2 ACRE LOT. THIS SITE COLLECTS AND DRAINS ATOTAL OF 3.65 ACRES, WHICH INCLUDES 1.17 ACRES SOUTH AND OUTSIDE OF LOT 4. ALL OF THE STORM WATERRUNOFF IS DIRECTED NORTH ACROSS THE SITE TO THE DETENTION BASIN WHERE IT IS DISCHARGED TO CITY STORMSEWER. 5-YEAR FLOWS ARE EXPECTED AT 9 CFS, AND 100-YEAR FLOWS ARE EXPECTED AT 21 CFS. STORM WATERRUNOFF IN THE DOCK AREA AND THE REAR YARD ARE CONVEYED THROUGH STORM PIPING TO THE DETENTION AREA.YARD AREA GRADING IS DESIGNED TO PROTECT THE BUILDING AND ADJACENT PROPERTY FROM 100-YEAR STORMEVENTS.THE EXISTING PROJECT SITE IS CURRENTLY DISTURBED WITH LITTLE OR NO SURFACE STABILIZATION IN PLACE, BUTWITH PERIMETER AND DOWNSTREAM CONTROLS IN PLACE. THE CONSTRUCTION SEQUENCE PLAN IS TO INSTALLBURIED UTILITIES, PERFORM INITIAL SITE GRADING, CONSTRUCT THE PAVEMENT BASES AND PAVEMENTS INPREPARATION FOR BUILDING FOUNDATION CONSTRUCTION. FINAL SITE GRADING AND PERMANENT STABILIZATION ISEXPECTED AFTER PAVING INSTALLATION AND DURING BUILDING ERECTION.INSTALL UPSTREAM DIVERSIONS, DOWNSLOPE AND SIDESLOPE PERIMETER CONTROLS BEFORE COMMENCING LANDDISTURBING ACTIVITIES. DO NOT DISTURB AN AREA UNTIL IT IS NECESSARY FOR CONSTRUCTION TO PROCEED.STABILIZATION WILL OCCUR IMMEDIATELY WHENEVER ANY CLEANING, GRADING, EXCAVATION, OR OTHER EARTHDISTURBING ACTIVITIES HAVE PERMANENTLY CEASED ON ANY PORTION OF THE SITE OR TEMPORARILY CEASED ON ANYPORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. DO NOT REMOVEPERIMETER CONTROLS UNTIL UPSTREAM AREAS ARE STABILIZED.FERTILIZE AND MAINTAIN ALL SOD AREAS, AND SOD ALL OTHER AREAS DISTURBED DURING CONSTRUCTION.SOIL STOCKPILE LOCATIONS SHALL HAVE SILT FENCE AROUND THE LOWER/DRAINING SIDES OF STORAGE AREA.MINIMIZE OFFSITE TRACKING OF SEDIMENTS. DEBRIS SPILLED ONTO THE STREET SHALL BE PICKED UP BY THE END OFEACH WORK DAY AND PRIOR TO A RAIN EVENT.CONCRETE SAWCUTTING AND SLURRY CREATED FROM SAWCUTTING SHALL COMPLY WITH GENERAL PERMIT #2REQUIREMENTS.CONTRACTOR(S) SHALL COMPLETE A POLLUTION PREVENTION PLAN CERTIFICATION, AND PROVIDE INFORMATION ONINSPECTION REPORTS THAT SUMMARIZE SCOPE OF INSPECTION, NAMES AND QUALIFICATIONS OF PERSONNEL MAKINGINSPECTION, DATES OF INSPECTION, MAJOR OBSERVATIONS RELATING TO PLAN AND ACTIONS TAKEN.THE FOLLOWING DISCHARGES ARE PROHIBITED: WASTEWATER FROM WASHOUT, CONCRETE WASHOUT, ANDCLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS,FUELS, OILS OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE, AND SOAPSOR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING.MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH WATER ANDOTHER WASH WATERS. WASH WATERS MUST BE TREATED IN A SEDIMENT BASIN OR MANUFACTURED CONTROL THATPROVIDES EQUIVALENT OR BETTER TREATMENT PRIOR TO DISCHARGE.MINIMIZE THE EXPOSURE OF BUILDING MATERIALS, FERTILIZERS, PESTICIDES, HERBICIDES, DETERGENTS, SANITARYWASTE AND OTHER MATERIALS PRESENT ON THE SITE TO PRECIPITATION AND STORM WATER.MINIMIZE THE DISCHARGE OF POLLUTANTS FROM SPILLS AND LEAKS AND IMPLEMENT CHEMICAL SPILL AND LEAKPREVENTION AND RESPONSE PROCEDURES.PERMANENT STORM WATER CONTROLS INCLUDE THE SODDED DETENTION BASIN AND ASSOCIATED OUTLETSTRUCTURE, REVETMENT EROSION STONE AT PIPE AND FLUME DISCHARGES, AND SITE STORM WATER INLETS IN PAVEDAREAS AND IN SHAPED SODDED YARD AREAS. THESE INSTALLATIONS SHALL BE INSPECTED AND MAINTAINED ANDCOMPLETED AS FINAL STABILIZATION.GENERAL NOTES 3COMPACT TRENCH SOIL AGAINSTUPHILL SIDE OF WATTLEDIAMETER ASSPECIFIED2"-4" TRENCHINLET PROTECTION IN SOILTO BE STAKED AS SHOWN4' MAX.FOR WATTLES IN PAVED AREAS SECURE TOPAVEMENT BY NON-DESTRUCTIVE METHOD.4STABILIZED CONSTRUCTION ENTRANCENO SCALE2SILT FENCE INSTALLATIONNO SCALE1DETAIL OMITTEDNO SCALE3STRAW WATTLENO SCALE4PUBLIC UTILITY EASEMENT: BOOK 2020, PAGE 518PUBLIC SANITARY SEWER EASEMENT: BOOK 2020, PAGE 520TEMPORARY TURNAROUND EASEMENT: BOOK 2020, PAGE 525PRIVATE STORM SEWER EASEMENT: BOOK 2020, PAGE 527EASEMENT RECORDING56TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES1.2.3.4.5.6.7.8.9.10.11.12.13.14.OWNERJEREMY BOYSENBOYSEN PROPERTIES LLC5887 NW 3rd COURTDES MOINES, IA 50313GENERAL CONTRACTORSVC CONTRACTINGROGER VORHIES300 N. 16TH ST., #400FAIRFIELD, IA 52556641-472-8539 PHLEGAL DESCRIPTIONLOT 4, STRATFORD CROSSING PLAT 4, ANOFFICIAL PLAT IN THE CITY OF WAUKEE, DALLASCOUNTY, IOWA AND CONTAINING 2.20 ACRES(95,855 SQUARE FEET)PROJECT SITE ADDRESS1450 NW GETTYSBURG LANE7589 10311 0 2 0 1 0 2 3 10271021 1028SSSSSTSSSTEXTG. SANITARY MHRIM ELEV = 1029.03±FULL OF WATERBOT ELEV = 1012.96±EXTG. SANITARY MHRIM ELEV = 1026.91±FULL OF WATERBOT ELEV = 1014.5±EXTG. SANITARY MHRIM ELEV = 1027.72±FL 8"ر PVC PIPE NORTH ELEV = 1011.46±FL 8"ر PVC PIPE WEST ELEV = 1011.40±FL 8"ر PVC PIPE EAST ELEV = 1011.40±(VERIFY PIPE SIZES)EXTG. STORM SEWER MHRIM ELEV = 1027.42±FL 15"ر RCP E. ELEV = 1022.2±EXTG. STORM SEWER MHRIM ELEV = 1027.39±BOTTOM OF WELL ELEV = 1016.42±EXTG. STORM WATER INLETEXTG. STORM WATER INLET18' X 12' O.H. DOOR12' X 10' O.H. DOOR9' X 10' O.H. DOCK DOOR4'-2" DOCK HEIGHTNEW BUILDING15,800 SFFFE=1029.00FUTUREEXPANSIONNW SHILOH CIRCLE103010261027102810291031 1025 1024 1026 1027 NW GETTYSBURG LANE10201021102210231024102510261028102810291030103110281028102910301031102710261025102510281028102810271028 1027102810281027 10271027 10 2 7 10261027102610271028102810271026102910291028102710261027102610271028102910291029 10271026 1025102410251026 1027102710281031103010291028 103110311029102810301027102 7 1026 1027 102610 2 6 102610281029 102210 1 9 1027102610251024102810281026 1023102210211029 10281027EXTG. 15" STORM SEWER10271027EXTG. 48" STORM SEWER15"EXTG. 42" STORM SEWER102710 FUTURE USE STALLS DETENTIONAREAFLUMESIDEWALKBENCHMARKBENCHMARK130' SETBACKPROPERTYLINER.O.W.LINEPROPERTYLINEPROPERTYLINE30' SETBACK1:8 SLOPE1:8 SLOPE 1:4 SLOPE 1:4 SLOPE20' OF 12" HDPE@ 0.5%158' OF 12" PVC@ 1.6%234' OF 18" HDPE @ 0.8%30' OF 18" RCP @ 0.8%4' OF 12" RCPW/ FLAREDEND ANDTRASH RACKDA-SWI-1DA-SWI-2DA-SWI-4DA-SWI-5DA-SWI-10(0 ACRES, JUNCTION ONLY)DA-SWI-4(OFF-SITE, 0.58 AC)DA-SWI-5(OFF-SITE, 0.58 AC)10' PUBLIC UTILITY EASEMENT20' PUBLIC SANITARYSEWER EASEMENT20' PRIVATE STORMSEWER EASEMENT27.8527.3827.92TC27.59GL26.4627.1227.2926.9728.23HP26.54TC26.29GLLPHP27.56TC27.06GL28.88EXISTING FES17.31FL21.15FL26.8226.6426.96TC26.71GL27.15TC26.90GL26.72TC26.47GL28.8828.7627.80TC27.47GLSWI-1123.50RIM (SW-406, 5'x5')16.80BOT27.88TC27.38GL28.82TC28.32GL28.64TG28.14GL28.5728.4528.8828.7627.45TC27.20GL28.1926.68 OVERFLOWELEVATION21.15FL21.15FLHPHP SWI-6(12" IN-LINE DRAIN)28.50TGSWI-9(12" IN-LINE DRAIN)27.60TG28.0028.0027.6627.2228.76TC28.43GL28.76TC28.64GL28.29TC27.96GL28.4127.0128.73TC28.40GL28.8828.85SWI-1(SW-507)27.38TG26.88GLSWI-2(SW-511)24.83TGSWI-3(SW-511)24.83TG28.1227.1827.1030.4631.4531.2626.8429.0228.47TC27.97GL25.42TC24.92GL24.9228.20TOP OF PAD28.06TC27.56GL27.4427.91TC27.41GL27.2928.00TC27.50GL27.69TC27.19GL29.0027.9727.46TC EXTG.27.8927.11 EXTG.26.52TC EXTG.26.77TC EXTG.27.11 EXTG.27.12 EXTG.27.16 EXTG.28.526.25TC25.75GL26.40TC25.90GL29.0028.528.528.524.9224.87SWI-8(12" IN-LINE DRAIN)28.50TGSWI-7(12" IN-LINE DRAIN)28.50TG25.78TC25.28GL29.0027.00TC26.75GL27.18TC26.93GL28.026.527.0228.15TC27.82GL27.56HP28.9228.7921.39FL21.49FL23.36FL23.46FL50' OF 18" RCP@ 0.33% W/ FES184' OF 15" HDPE@ 0.33%SWI-11 (SW-406, 5'x5')23.50RIM16.80BOT27.9 HP100 YEAR ELEVATION1022.8DETENTIONEASEMENT19.80FLSWI-4(SW-511)26.94TG24.82FL2SWI-5(JUNCTION ONLY)(SW-511)27.00TGSWI-10 (JUNCTION ONLY)(SW-511)27.00TGSWI-4b(SW-511)25.86TGSWI-5b(SW-511)26.20TG22.62FL22.24FL23.65FL23.75FLTEMPORARYTURNAROUNDEASEMENTDA-SWI-5b100 YEAR ELEVATION@ 0.5" ABOVE GRATE1025.33100 YEAR ELEVATION@ 0.5" ABOVE GRATE1027.44100 YEAR ELEVATION@ 0.5" ABOVE GRATE1026.36100 YEAR ELEVATION1027.08100 YEAR ELEVATION@ 0.5" ABOVE GRATE1026.70228' OF 15" HDPE @ 0.72%2152' OF 15" HDPE @ 0.72%STRATFORD CROSSING WAUKEE, IOWA PARAGON PERFORMANCE © 2020 KLINGNER & ASSOCIATES P.C.This document shall not be used for any purpose orproject for which it is not intended. Klingner & AssociatesP.C. and their Divisions shall be indemnified by the clientand held harmless from all claims, damages, liabilities,losses and expenses, including attorneys fees and costsarising out of such misuse or reuse of this document. Inaddition, unauthorized reproduction of this document, inpart or as a whole, is prohibited....MARKDESCRIPTIONDATEAPPR.REVISION HISTORY20-4028DRAWING ISSUED DATE:06/16/2020Full sized plans have been prepared using standard scales.Reduced size plans may not conform to standard scales.SHEETPROJECT NO.SHEET TITLECHECKEDNon-Reduced Sheet Size: 24" x 36"GSGSMH....CHECK DATEFIELDFIELD BOOKDESIGNEDDRAWNQuincy, IL Galesburg, IL Burlington, IA Davenport, IA Hannibal, MO Columbia, MO www.klingner.com 604 Liberty Street, Suite 125 515.612.7402 Pella, IowaC106STORM WATERMANAGEMENT PLANSTORM WATER MANAGEMENT PLANSCALE: 1"=20'KLINGNER 40'20'0SCALE: 1" = 20'BENCHMARK:EXTREME TOP OF HYDRANT AT SW COR. INT.NW GETTYSBURG LANE AND NW SHILOH CIRCLEELEVATION = 1030.49NOTE THAT PROPOSED SPOT ELEVATIONS ARE ABBREVIATED FOR READABILITY.ADD 1000 TO SPOT ELEVATION SHOWN. FOR EXAMPLE, 25.00 EQUALS ELEVATION 1025.00.THE STORM WATER FACILITIES SHOWN WITHIN DETENTION THE AREA AND DETENTIONEASEMENT HAVE BEEN INTENTIONALLY LAID OUT AS PERMANENT FACILITIES TOAPPROPRIATELY MANAGE STORM WATER RUNOFF. THE PIPING, FLUME, EROSION STONE, ANDOUTLET STRUCTURE SHALL BE MAINTAINED PER THE SEPARATE FORMAL STORM WATERMANAGEMENT FACILITY MAINTENANCE COVENANT AND PERMANENT EASEMENT AGREEMENT.ADDITIONAL STORM WATER FACILITIES SUCH AS STORM WATER INLETS AND PIPINGELSEWHERE ON THE LOT SHOULD BE MAINTAINED AND FUNCTIONAL AS WELL TO PROPERLYCONVEY STORM WATER FLOWS AND PROTECT ADJACENT FACILITIES.KEYED NOTES 12.PUBLIC UTILITY EASEMENT: BOOK 2020, PAGE 518PUBLIC SANITARY SEWER EASEMENT: BOOK 2020, PAGE 520TEMPORARY TURNAROUND EASEMENT: BOOK 2020, PAGE 525PRIVATE STORM SEWER EASEMENT: BOOK 2020, PAGE 527EASEMENT RECORDING3. STRATFORD CROSSING WAUKEE, IOWA PARAGON PERFORMANCE © 2020 KLINGNER & ASSOCIATES P.C.This document shall not be used for any purpose orproject for which it is not intended. Klingner & AssociatesP.C. and their Divisions shall be indemnified by the clientand held harmless from all claims, damages, liabilities,losses and expenses, including attorneys fees and costsarising out of such misuse or reuse of this document. Inaddition, unauthorized reproduction of this document, inpart or as a whole, is prohibited....MARKDESCRIPTIONDATEAPPR.REVISION HISTORY20-4028DRAWING ISSUED DATE:06/16/2020Full sized plans have been prepared using standard scales.Reduced size plans may not conform to standard scales.SHEETPROJECT NO.SHEET TITLECHECKEDNon-Reduced Sheet Size: 24" x 36"GSGSMH....CHECK DATEFIELDFIELD BOOKDESIGNEDDRAWNQuincy, IL Galesburg, IL Burlington, IA Davenport, IA Hannibal, MO Columbia, MO www.klingner.com 604 Liberty Street, Suite 125 515.612.7402 Pella, IowaC501SITE DETAILSGEOTEX 250ST GEOTEXTILE FABRICIA DOT GRADATION 14 CRUSHED STONE SUBBASEPCC2" CRUSHED STONE LEVELING BEDT/3 TOOLED OR CUT CONTROL JOINT,SAME SPACING AS WIDTH OF WALK.PROVIDE 3/8" ISOLATION JOINTS ATCURBS, PAVING, BUILDING, ETC.STANDARD CURBNO SCALE2SIDEWALK DETAILNO SCALE4GRANULAR SUBBASE2"R2'-0"6"6"2"RGEOTEX 250ST GEOTEXTILE FABRIC4" 3"11"2'-0"2"R212"IA DOT GRADATION 14CRUSHED STONE SUBBASEROLLED CURBNO SCALE36"6"6"7"TYPICAL PCC PAVEMENTNO SCALE11'-0"7'-0" TO BOTTOM OF LOWEST SIGN 1'-6"2X2 SQUARE STEELSTANDARD, CAP TOP W/STEEL& GRIND SMOOTH, PAINT.EMBED 12" INTO BOLLARDVAN ACCESSIBLE SIGNWHERE SHOWN ON PLANLEGEND, BORDER &ARROW - GREENBACKGROUND - WHITEWHITE H.C. SYMBOL ONBLUE BACKGROUNDU.S. D.O.T. STANDARD SIGNCOLORS:H.C. PARKING SIGNNO SCALE163'-6"4'-0"2'-0"6"Ø SCHEDULE 40STEEL PIPE,PAINT BLUECONCRETE FILL2'-0"Ø2" CLR2'-0"7'-0"LIGHT POLE BASENO SCALE101" NON-SHRINKGROUT (NON-METALLIC)ANCHOR BOLTSBY E.C. PER POLEMANUFACTURER#4 TIE @ 6" O.C.#3 TIE @ 12" O.C.PVC CONDUIT, UE AND COMM.,BURY 24" BELOW GRADE.PROVIDE MINIMUM OFTHREE STUBS PER BASE.CAP UNUSED STUB(S).LONG SWEEPLIGHT POLE AND FIXTURE BY E.C.COORDINATE BASEPLATE AND BOLTPLACEMENT WITH E.C. / MANUFACTURER6-#5COMPACT SUBGRADE UNDERBASE, AND COMPACT BACKFILLFINISHGRADE/SURFACEPAINT YELLOW58"x8' DRIVENGROUNDINGELECTRODE#6 BARE COPPER CONDUCTOR IN1"Ø CONDUIT SLEEVE. CONNECT TOGROUNDING LUG ON POLE, TO REBARBINDING WIRE, AND TO GROUNDROD AND TO BRANCH CIRCUIT EGC.#6 BARE COPPER CONDUCTOR CONNECTEDTO REBAR W/ IRREVERSIBLE COMPRESSIONCLAMP, PROVIDE 24" OF WIRE PROTRUDINGFROM TOP OF POLE BASE.4"GRANULARMATERIAL,I.D.O.T.GRADATION 14,TO 12" ABOVETOP OF PIPE.12"COMPACTEDNATIVEBACKFILLPIPE BEDDINGNO SCALE114"12" MIN. PIPE EMBEDMENT FINAL TRENCH BACKFILL I.D.O.T. GRADATION 11 PAVING SUBBASECOMPACTED TO95% OF STD.PROCTORGRANULARMATERIALI.D.O.T.GRADATION 14,TO 12" ABOVETOP OF PIPEPIPE BEDDING UNDER ROADWAYNO SCALE12THRUST PAD AT BENDTRENCHMAINPIPESIZE90°BEND45°BEND22.5°BENDTEEPLUG.TEEVERT.BENDCROSS W/REDUCEROFF-SETWYEPL. CROSS2-WAYPL. CROSSSINGLE4"6"8"10"12"15.110.67.5438.25.84.22.51.54.13.92.41.5110.57.553216.010.56.73.81.73BEARING AREAS IN SQ. FT. FOR THRUST PADSTHE BEARING AREAS ASSUME A SOIL BEARING PRESSURE OF 2000 PSF.ADJUST AREAS ACCORDING TO ACTUAL FIELD SOIL BEARING PRESSURE.TRENCHTHRUST PAD AT TEEMAINFIRE HYDRANTNO SCALE7THRUST PADSNO SCALE8THRUSTPADTHRUSTPADSELF LEVELING URETHANESEALANT OVER FOAM ROPEBACKER8"5"#4 @ 18" O.C. EPCO#4 BAR CONT. EPCO6" CRUSHED STONESUBBASETOOLED EDGETOOLEDJOINTPAVEMENT STRUCTUREAS PER PLAN6"34" EXP. JOINTINTEGRAL CURB AND WALKNO SCALE6IA DOT GRADATION 14CRUSHED STONE SUBBASE9"2'-0"VARIES IDOT BT-5 JOINT5"PCCSIDEWALKPCCPAVEMENT34" EXPANSIONJOINT MATERIALREINFORCED / TIED SIDEWALK TO SLABNO SCALE50" TO 12" MAX. ADA CURB.2 12" CURB AS SHOWN ON PLAN.8" FOR HEAVY-DUTY AND TYPE A DRIVEWAY 4" 3"PCC FLUMENO SCALE92" CRUSHED STONE LEVELING BED #4 @ 18" O.C.,E.W., EPCO6"4'-0" MINIMUMNOTE: DOWEL INTO PAVEMENT AT CURB CUTWHERE SHOWN ON PLAN, EMBED 12" MINIMUM.11"2"R212"3"11"2"R21 2" 6"DOWNSPOUT6" PVCBUILDINGPVC WYEPVC DOWNSPOUTDRAIN LINESQUARE ADAPTORDOWNSPOUT DRAINNO SCALE13BACKFILL SHALLIA DOT GRAD 14,PLACED UNIFORMLYIN 12" LIFTS &COMPACTED12"Ø IN-LINE DRAINW/ STD. H-20 GRATEIN-LINE DRAINNO SCALE14CRUSHED STONEOR CLEAN SANDBACKFILL18 BENDNO-HUB FITTINGXCLEANOUTWADE 8300-MF18"x18"x5" CONCRETE PADREINFORCED WITH 6x6-1.4 x1.4 WWFXYARD CLEANOUTNO SCALE154''6''6''6'' MIN.t210''8'' MIN.TOP 1023.5027'' DIA.SW-602 TYPE GCASTING7'' MIN.TWO #4HOOP BARSWALLBASESHORT WALLWIDTHCONCRETEFILLETWALL HEIGHT8" MIN.CLASS IBEDDINGMATERIAL12''TWO #4HOOP BARS(TYP.)12" RCP ANDFLARED ENDINLET STRUCTURE SECTION LOOKING SOUTHNO SCALE171017.311016.801019.80FL1019.65FLSEE SUDAS SW-406 FOR DETAILSEXISTING 18" STRATFORD CROSSING WAUKEE, IOWA PARAGON PERFORMANCE © 2020 KLINGNER & ASSOCIATES P.C.This document shall not be used for any purpose orproject for which it is not intended. Klingner & AssociatesP.C. and their Divisions shall be indemnified by the clientand held harmless from all claims, damages, liabilities,losses and expenses, including attorneys fees and costsarising out of such misuse or reuse of this document. Inaddition, unauthorized reproduction of this document, inpart or as a whole, is prohibited....MARKDESCRIPTIONDATEAPPR.REVISION HISTORY20-4028DRAWING ISSUED DATE:06/16/2020Full sized plans have been prepared using standard scales.Reduced size plans may not conform to standard scales.SHEETPROJECT NO.SHEET TITLECHECKEDNon-Reduced Sheet Size: 24" x 36"GSGSMH....CHECK DATEFIELDFIELD BOOKDESIGNEDDRAWNQuincy, IL Galesburg, IL Burlington, IA Davenport, IA Hannibal, MO Columbia, MO www.klingner.com 604 Liberty Street, Suite 125 515.612.7402 Pella, IowaC502SUDAS NOTESWAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTSThe Waukee Standard Specifications for Public Improvements and the State of Iowa Urban Standard Specifications for Publicimprovements (SUDAS) Manual, 2020 edition, shall apply to construction work on this project. Applicable sections are listedwithin these notes. And when directed by SUDAS, or when directed by this project plan/specification, the Iowa Department ofTransportation Standard Specifications for Highway and Bridge Construction, Series 2015, shall apply to construction on thisproject.Construction staking and construction material testing will be required, coordinated and paid for by the owner. Permitting andpermit fees associated with driveway and utility connections in the Waukee right-of-way, and associated permitting with IDNRstormwater pollution prevention, will be acquired and paid by the Owner. Maintenance of stormwater pollution preventionmeasures, monitoring, and record keeping shall be performed by the Contractor.1PCC PARKING, DRIVEWAY, AND SIDEWALKCONSTRUCT PCC PARKING, DRIVEWAYS, AND SIDEWALKS IN ACCORDANCE WITH SUDAS DIVISION 7, SECTION7010 AND 7030. CONCRETE SHALL BE A C MIX WITH CLASS 3 COARSE AGGREGATE DURABILITY. FORHAND/SCREED PLACEMENT, CONCRETE SLUMP SHALL BE BETWEEN 1/2-INCH AND 3-INCHES. CONCRETEENTRAINED AIR CONTENT IN CONSOLIDATED CONCRETE DIRECTLY BEFORE STRIKE-OFF SHALL BE BETWEEN5.5% AND 8.5% WITH A TARGET OF 7%. ADJUST PER SUDAS REQUIREMENTS FOR SLIP-FORM MACHINEPLACEMENT.DRIVEWAYS SHALL BE CONSTRUCTED AS PER PLAN, AND PER SUDAS FIGURE 7030.101, AND SHALL BECONSTRUCTED OVER A 6-INCH THICK COMPACTED GRANULAR SUBBASE LAYER AND GEOTEXTILE FABRIC ASPER DETAIL.SIDEWALKS SHALL BE CONSTRUCTED AS PER PLAN, SUDAS FIGURES 7030.204, 205, 207, 210 WHEREAPPLICABLE, AND SHALL MEET ALL APPLICABLE ADA AND/OR PROWAG REQUIREMENTS. CROSS SLOPE OFSIDEWALK SHALL BE LESS THAN 2%, AND LONGITUDINAL SLOPES ON RAMPS SHALL BE LESS THAN 8%.GRANULAR SUBBASE MATERIAL SHALL BE PLACED AND COMPACTED TO STIFFEN AND LEVEL SIDEWALKSUBGRADE. A 6-INCH COMPACTED GRANULAR SUBBASE LAYER SHALL BE CONSTRUCTED UNDER SIDEWALKAND RAMP AREAS.CONCRETE JOINTING SHALL BE AS PER SUDAS FIGURE 7010.101. LONGITUDINAL PARKING LOT JOINTS BETWEENSEPARATE CONCRETE POURS SHALL BE L-1 OR KT-1. MAXIMUM WIDTH OF CONCRETE POUR WITHOUTREINFORCING JOINTING SHALL BE 12-FEET SPACING. TYPICAL SPACING SHALL BE 8-FEET TO 10-FEET INPARKING BAYS AND 10-FEET TO 12-FEET IN DRIVE AISLES. CONTRACTION JOINTING SHALL BE SAWED AT 8 TO12-FOOT SPACING. JOINT FILLERS AND SEALERS IN VEHICULAR PAVED AREAS SHALL BE PER SUDAS 7010 K.,IOWA DOT SPEC SECTION 4136, AND APPROVED SOURCES PER IOWA DOT MATERIALS I.M. 436. JOINT FILLERSAND SEALERS IN SIDEWALK AREAS AT FRONT OF STORE SHALL BE COLD-APPLIED TYPE, AND SELF LEVELINGTYPE; COLOR SHALL MATCH CONCRETE WITH A SAMPLE PROVIDED FOR OWNER APPROVAL PRIOR TO FULLINSTALLATION. ALL CONCRETE SHALL BE CURED WITH WHITE PIGMENTED COMPOUND.2GRADINGALL WORK SHALL BE IN ACCORDANCE WITH SUDAS SECTION 2010. TOPSOIL STRIPPING, SALVAGING ANDSPREADING SHALL BE ACCORDING TO SUDAS SECTION 2010, PAR. 3.02. A MINIMUM OF 4-INCHES OF TOPSOILSHALL BE STRIPPED FROM ALL PAVEMENT AND BUILDING PAD AREAS, PLUS 2-FEET BEYOND THE PAVINGAREAS. 8-INCH MINIMUM OF TOPSOIL SHALL BE PLACED OUTSIDE OF PAVING TO LIMIT OF CONSTRUCTION.TOPSOIL SHALL BE BACKFILLED TO CURB AND FINISHED SMOOTH.3SUBGRADE PREPARATIONSUBGRADE CONSTRUCTION SHALL MEET SUDAS SECTION 2010, PART 3. NEW FILL AND CUT SECTIONS OF THESUBGRADE SHALL BE SCARIFIED AND COMPACTED TO A 12-INCH DEPTH.APPROXIMATELY 24-INCHES OF COMPACTED STRUCTURAL LVC FILL IS EXPECTED UNDER THE BUILDINGSLAB/GRANULAR SYSTEM; SUBGRADE COMPACTION UNDER BUILDINGS SLABS/FOUNDATIONS SHALL BE NOTLESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY, AS PER GEOTECHNICAL INVESTIGATIONRECOMMENDATIONS. .SUBGRADE UNDER SITE PAVING SHALL BE CONSTRUCTED ACCORDING TO SUDAS SECTION 2010, PAR. 3.07.COMPACTION SHALL BE NOT LESS THAN 98% OF THE STANDARD PROCTOR MAXIMUM DENSITY, AS PERGEOTECHNICAL INVESTIGATION RECOMMENDATIONS.4GRANULAR SUBBASE (UNDER SITE PAVING)CONSTRUCT GRANULAR SUBBASE IN ACCORDANCE WITH SUDAS SECTION 2010, PAR. 3.09, CLASS A. MATERIALSHALL COMPLY WITH IDOT SECTION 4123 STD SPEC AND MEET THE GRADATION REQUIREMENT OF IDOTSECTION 4109 FOR GRADATION #14. GRANULAR SUBBASE SHALL BE COMPACTED TO 98% OF STANDARDPROCTOR MAXIMUM DENSITY, AS PER GEOTECHNICAL INVESTIGATION RECOMMENDATIONS. MAINTENANCE OFGRANULAR SUBBASE SHALL BE ACCORDING TO IDOT SECTION 2111.07.5MISC SITE CONCRETE FOUNDATIONS AND PADSTHIS ITEM APPLIES TO REQUIRED CONCRETE BASES, SUPPORTS, FOUNDATIONS, AND/OR PADS FOR SITESIGNAGE, POSTS, LIGHTING, DRIVE-THRU FACILITIES, ETC.CONCRETE STRUCTURAL FOUNDATIONS OR PADS SHALL BE CONSTRUCTED AS PER MANUFACTURERSPECIFICATIONS/REQUIREMENTS, APPLICABLE BUILDING CODES, AND/OR AS PER ENGINEER'SDESIGN/SPECIFICATION. CONCRETE MIX SHALL BE AS PER ACI-301,WITH CLASS 3 DURABILITY STONE IN A 4000PSI C-MIX OR STRONGER. REINFORCING STEEL SHALL BE 60 KSI YIELD STRENGTH AND FABRICATED ANDPLACED ACCORDING TO ACI-318. FOUNDATIONS/PADS SHALL BE CONSTRUCTED OVER A 6-INCH THICKGRANULAR COMPACTED SUBBASE. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/4-INCH.6UNDERGROUND CONDUITELECTRICAL AND COMMUNICATION CONDUIT SHALL BE LOCATED AND INSTALLED AS PER APPLICABLE CODES,PROJECT PLANS, AND/OR AS DIRECTED BY THE ARCHITECT/ENGINEER. CONDUIT SHALL BE BEDDED INCOMPACTED GRANULAR MATERIAL MEETING IDOT GRADATION 14 TO 12-INCHES ABOVE/OVER CONDUIT.GRANULAR COMPACTED BEDDING SHALL BE BROUGHT UP TO PAVING SUBBASE WHERE PLACED UNDERPAVING.7WATER SERVICE, DOMESTIC AND FIREALL WORK SHALL BE IN ACCORDANCE WITH SUDAS DIVISION 5, SECTIONS 5010,5020, 5030 WATER MAINS ANDAPPURTENANCES. .COMBINED DOMESTIC AND FIRE SERVICE LINE SHALL BE 6-INCH DIAMETER, PVC PIPE PER AWWA C900, SDR OF18 OR LESS; DOMESTIC SERVICE LINE SHALL BE PULLED OFF OF THE COMBINED LINE 5-FEET OUTSIDE OFBUILDING, WITH 2-INCH DIAMETER TYPE 'K' COPPER CONFORMING TO ASTM B88. DOMESTIC SERVICE SHALL BETAPPED WITH BRASS CORPORATION STOP AND INCLUDE A CURB STOP AND BOX EXTENDED TO SURFACE. FIRESERVICE SHALL INCLUDE A RESILIENT SEAT GATE VALVE AND SHALL SWITCH TO DUCTILE IRON PIPE MEETINGAWWA C151, CLASS 52, 5-FEET OUTSIDE OF BUILDING. JOINTS MAY BE MECHANICAL, OR RESTRAINED TYPE.MINIMUM DEPTH OF BURY SHALL BE 4.5-FEET TO TOP OF THE PIPE. ANY FOUNDATION PENETRATIONS SHALL BESLEEVED. PLUMBER(S) INSTALLING SITE-WORK PLUMBING SHALL BE LICENSED IN THE STATE OF IOWA.ALL PIPE BEDDING SHALL BE AS PER PIPE BEDDING DETAIL. GRANULAR COMPACTED BEDDING SHALL BEBROUGHT UP TO PAVING SUBBASE WHERE PLACED UNDER PAVING.8SANITARY SEWER SERVICESITE SEWER SERVICE SHALL BE AS PER SUDAS DIVISION 4 AND APPLICABLE CODES.SITE SEWER SERVICESHALL BE 6-INCH, SCHEDULE 40 PIPE WITH BEDDING AS PER BEDDING DETAIL. GRANULAR COMPACTEDBEDDING SHALL BE BROUGHT UP TO PAVING SUB-BASE WHERE PLACED UNDER PAVING. SERVICE LINE SHALLBE EXTENDED AT 1/4-INCH PER FOOT SLOPE TO THE EXISTING SERVICE STUB NEAR GETTYSBURG DRIVE.1.2.3.4.5.6.7.8.9.SITE NOTES REMOVE ALL STRUCTURES, FOUNDATIONS, WALLS, PAVEMENTS, AND ALL OTHER ITEMS INCONFLICT WITH PROPOSED IMPROVEMENTS.THE LOCATION OF EXISTING UTILITIES IN CONSTRUCTION AREAS SHALL BE FIELD VERIFIEDBY THE CONTRACTOR BY CONTACTING IOWA ONE CALL AT 1-800-292-8989 OR THEINDIVIDUAL UTILITIES NOT PARTICIPATING IN THE ONE CALL SYSTEM. EXISTING UTILITIESTO REMAIN SHALL BE PROTECTED. ANY REPAIR OR RELOCATION REQUIRED, AS A RESULTOF DAMAGE BY CONSTRUCTION ACTIVITIES SHALL BE AT THE CONTRACTORS EXPENSE.THE CONTRACTOR SHALL PAY ASSOCIATED UTILITY PERMIT AND/OR INSPECTION FEES.TOPSOIL SHALL BE STRIPPED TO A DEPTH OF 4- INCHES (MINIMUM), AND 12-INCHES INCULTIVATED FIELDS, WITHIN ALL PROPOSED BUILDING, PAVING, AND RIGHT-OF-WAY AREASAND STOCKPILED ON SITE FOR USE IN LANDSCAPE AREAS (COORDINATE WITH OWNER). IFACCEPTABLE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE ITTO A MINIMUM DEPTH OF 8 INCHES.TOPSOIL SHALL BE LOAMY IN NATURE, FREE FROM HARD CLODS, STIFF CLAY, SOD,STONES, ROOTS, STICKS, AND OTHER DEBRIS OVER 1 INCH IN SIZE. TOPSOIL SHALL BEFREE OF TOXIC MATERIALS AND SHALL HAVE A ph RANGE BETWEEN 5.5 AND 7.0.PROPOSED CONTOURS, WHERE PROVIDED, ARE TYPICALLY INTENDED TO PROVIDE A MIN.0.5% SLOPE IN PAVEMENT AREAS AND 2% IN TURFED AREAS. CONTRACTORS SHALL BERESPONSIBLE FOR PROVIDING A SMOOTH UNIFORM DRAINING SURFACE THAT DOES NOTCREATE PONDING WATER OR SHARP BREAKS. CONTOURS OR ELEVATIONS THAT WILL NOTPROVIDE SUCH SURFACE SHALL BE BROUGHT TO THE ATTENTION OF THEENGINEER/ARCHITECT IMMEDIATELY.ADJUST ALL REMAINING UTILITY FRAMES, GRATES, AND COVERS TO PROPOSED GRADESAND ELEVATIONS.EROSION CONTROL SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'SRECOMMENDATIONS, THE DETAILS IN THESE PLANS, AND THE IOWA STATEWIDE URBANDESIGN AND SPECIFICATIONS.THE EROSION CONTROL SHOWN ON THIS SET OF PLANS SHALL BE CONSIDERED THEMINIMUM ACCEPTABLE FOR THIS PROJECT. THERE MAY BE ADDITIONAL EROSIONCONTROL REQUIRED DUE TO THE VARIOUS CONSTRUCTION TECHNIQUES, WHICH MAY BEUSED. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING AND MAINTAINING ALL THERUNOFF FROM THE SITE, IN A MANNER WHICH KEEPS ALL SILT ON SITE.FINAL ELEVATIONS INDICATED ARE THE FINISHED SURFACE ELEVATIONS, WHETHERGRASS, CONCRETE, PAVEMENT, OR MULCH. THE CONTRACTOR SHALL COORDINATESUBGRADE ELEVATIONS TO ALLOW FOR PAVEMENT, CONCRETE, TOPSOIL, OR MULCHDEPTHS.GENERAL NOTES ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR.ANY DISCREPANCIES BETWEEN SPECIFICATIONS, DRAWINGS, AND/OR SITE CONDITIONS SHALL BEREPORTED TO THE ENGINEER IMMEDIATELY.ALL AREAS DESIGNATED TO REMAIN UNDISTURBED SHALL BE PROTECTED BY THE CONTRACTORTHROUGHOUT CONSTRUCTION.THE CONTRACTOR SHALL PROVIDE AND IMPLEMENT NECESSARY MEASURES TO ASSURE SAFETY ATTHE CONSTRUCTION SITE.THE CONTRACTOR SHALL VERIFY THAT ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES AREFOLLOW. ALL APPLICABLE LOCAL AND STATE NOTIFICATIONS AND PERMITS SHALL BE ACQUIRED PRIORTO CONSTRUCTION, INCLUDING ALL NECESSARY UTILITY CONNECTION PERMITS FROM THE RESPECTIVEUTILITIES.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY UTILITIES AND SERVICES REQUIREDDURING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL REFERENCE POINTS, BENCHMARKS,MONUMENTS, STAKES, AND PROPERTY CORNERS DURING CONSTRUCTION. REPLACEMENT OF LOSTREFERENCE POINTS SHALL BE AT THE CONTRACTORS EXPENSE.ANY CHANGES TO THE PLAN SET PROPOSED DURING CONSTRUCTION SHALL RECEIVE WRITTENAPPROVAL FROM THE WAUKEE DEVELOPMENT SERVICES DEPARTMENT PRIOR TO EXECUTING ANYPROPOSED CHANGE. THE CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES THAT HAVE NOTRECEIVED WRITTEN APPROVAL.THE CONTRACTOR IS REQUIRED TO SET UP A PRECONSTRUCTION MEETING WITH THE WAUKEE PUBLICWORKS DEPARTMENT AT LEAST ONE WEEK PRIOR TO COMMENCEMENT OF CONSTRUCTION.48-HOUR NOTICE SHALL BE GIVEN TO THE WAUKEE DEVELOPMENT SERVICES DEPARTMENT PRIOR TOANY WEEKEND OR HOLIDAY WORK.WORK ON SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE WAUKEE STANDARDSPECIFICATIONS FOR PUBLIC IMPROVEMENTS.ALL UTILITIES SHALL BE TESTED TO THE CITY OF WAUKEE STANDARD SPECIFICATIONS FOR PUBLICIMPROVEMENTS REQUIREMENTS AND THAT THE CITY SHALL WITNESS ALL TESTING AND OPERATE ALLVALVES.AN APPROVED FIRE APPARATUS ROAD SHALL BE PROVIDED AS SOON AS CONSTRUCTION COMMENCES.IF PAVING IS NOT INSTALLED PRIOR TO BUILDING CONSTRUCTION COMMENCING AFTER FOOTING ISINSTALLED, AN APPROVED ROUTE AROUND EXTERIOR OF THE BUILDING TO EXTEND WITHIN 100-FEETOF ALL PORTIONS OF THE EXTERIOR WALLS SHALL BE PROVIDED AND COMPLY WITH THEREQUIREMENTS OF SECTION 503.2 OF THE INTERNATIONAL FIRE CODE.THE CONTRACTOR IS RESPONSIBLE FOR ANY PAVEMENT REPLACEMENT REQUIRED AS A RESULT OFDAMAGE FROM CONSTRUCTION ACTIVITIES. PAVEMENT REPLACEMENTS SHALL COMPLY WITH THEWAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.ALL HYDRANTS ARE TO HAVE 4-INCH STORZ FITTINGS.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS9STORM SEWERSTORM SEWER SHALL BE FURNISHED AND INSTALLED PER SUDAS DIVISION 4 SEWERS AND DRAINS, AND PERDIVISION 6 FOR STRUCTURES FOR STORM SEWERS. PIPE INSTALLATION FOR HDPE AND PVC PIPE SHALLINCLUDE CRUSHED STONE BEDDING, IDOT SECTION 4109, UNWASHED GRADATION #14 TO 12" ABOVE THE TOPOF THE PIPE. HIGH DENSITY POLYETHYLENE (HDPE) PIPE SHALL BE DOUBLE WALL WITH SMOOTH INTERIOR.JOINTS AND FITTINGS SHALL HAVE SYNTHETIC RUBBER GASKETS TO MEET AASHTO M294 SECTION 23SOIL-TIGHTNESS REQUIREMENTS. HDPE PIPE AND FITTING JOINTS SHALL MEET ASTM D-3206 WITH F477GASKETS EQUAL TO ADS N-12 ST IN PIPE JOINTS.POLYVINYL CHLORIDE (PVC) SEWER PIPE SHALL CONFORM TO ASTM D3034, SDR 35, TYPE PSM. JOINTS ANDFITTINGS SHALL HAVE INTEGRAL WALL BELL AND ELASTOMERIC GASKETS PER ASTM D-3212.FINAL TRENCH BACKFILL UNDER AND WITHIN 5 FT OF PAVEMENT OR BUILDINGS SHALL BE GRANULAR MATERIALCOMPACTED TO 98% OF STANDARD PROCTOR MAXIMUM DENSITY. PROVIDE GRANULAR SUBBASE MATERIALFOR THE TOP 12" OF FILL UNDER PAVEMENT AND FOR 2 FT. EACH SIDE COMPACTED TO 98% OF STANDARDPROCTOR MAXIMUM DENSITY. COMPACTION OF COHESIVE MATERIAL OUTSIDE OF PAVING AREAS SHALL BE 90%OF STANDARD PROCTOR. STORM SEWERS SHALL BE KEPT RELATIVELY FREE OF SILT AND DEBRIS DURINGCONSTRUCTION AND SHALL BE THOROUGHLY CLEANED AFTER TOPSOIL HAS BEEN PLACED BEHIND CURBS.COST OF GRANULAR BEDDING, BACKFILL, AND SUBBASE SHALL BE INCIDENTAL TO THE BID COST OF THE PIPEINCLUDING ALL EXCAVATION AND CASTINGS SPECIFIED.ALL CONNECTIONS MADE BETWEEN STORM PIPING SHALL BE MADE WITH PREFABRICATED SADDLE TEE ORWYE CONNECTIONS AS PER PLAN.IN-LINE DRAINS SHALL BE PREFABRICATED NYLOPLAST DRAINS, OR EQUIVALENT, AS PER PLAN.10EROSION CONTROLSUDAS SECTION 9040 SHALL BE UTILIZED AS A REFERENCE FOR EROSION AND POLLUTION PREVENTIONREQUIREMENTS ON THIS SITE. CONTRACTOR SHALL PREVENT ACCUMULATION OF SOIL, SEDIMENT, OR DEBRISFROM PROJECT SITE FROM MIGRATING ONTO ADJOINING PUBLIC OR PRIVATE PROPERTY. IMMEDIATELYREMOVE ANY/ALL ACCUMULATION OF SOIL OR DEBRIS THAT HAS MIGRATED, AND IMPLEMENT REMEDIALACTIONS FOR PREVENTION OF FURTHER MIGRATION.REVETMENT EROSION CONTROL SHALL BE PLACED AS SHOWN ON THE PLANS AT FLUME AND PIPE DISCHARGESTO DETENTION BASIN. REVETMENT SHALL BE PLACED AND SHAPED TO A MINIMUM 2.5 FOOT THICKNESS OVERGEOTEX 250ST GEOTEXTILE FABRIC. MATERIAL SHALL BE CLASS D OR E REVETMENT STONE, TOP SIZE MAY BE150 LBS.REFER TO SHEET C105 (SWPPP) FOR MINIMUM EROSION CONTROL MEASURES. EROSION CONTROLINSTALLATIONS SHALL BE REMOVED BY CONTRACTOR UPON ACCEPTABLE SEED GROWTH.11STORM WATER DETENTION BASINDETENTION BASIN SHALL BE CONSTRUCTED AS PER PLAN AND DETAIL. THE EXISTING FLARED END SECTIONWILL BE REMOVED AND REPLACED WITH A SW-406 STRUCTURE AND 12-INCH RCP AS PER PLAN. MAXIMUMRELEASE RATE OF 11.47 CFS ALLOWED PER STRATFORD CROSSING STORMWATER MANAGEMENT PLAN.12PAVEMENT PAINT MARKINGS AND STRIPINGPAINT MARKINGS SHALL BE PER IA DOT STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGECONSTRUCTION, SECTION 2527. USE FAST-DRYING, WATERBORNE OR SOLVENT-BASED PERMANENT TRAFFICPAINT. REFLECTORIZED SPHERES ARE NOT REQUIRED. COAL BLACK CHARCOAL GRAY TUNDRA BRITE RED CHARCOAL GRAY TUNDRA CHARCOAL GRAY TUNDRA COAL BLACK COAL BLACK BRITE RED CHARCOAL GRAY TUNDRA COAL BLACK CHARCOAL GRAY TUNDRA Full sized plans have been prepared using standard scales. Reduced sized plans may not conform to standard scales. SHEET DRAWING ISSUED DATE: SHEET TITLE Non-Reduced Sheet Size 30" x 42" CHECKED CHECK DATE FIELD FIELD BOOK This document shall not be used for any purpose or project for which it is not intended. Klingner & Associates P.C. and their Divisions shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses and expenses, including attorneys fees and costs arising out of such misuse or reuse of this document. In addition, unauthorized reprod- uction of this document, in part or as a whole, is prohibited. PROJECT NO. DESIGNED DRAWNNOT FO R CO NSTRUCTIO NPR ELIM IN AR Y© #www.klingner.comC:\Users\jlb\Documents\20-4028_Stratford Crossing_A20_jlb.rvt7/2/2020 9:58:41 AMA200 - B KAM . . 07/02/20PARAGON PERFORMANCE BUILDING1450 NW GETTYSBURG LANEWAUKEE, IOWA. COLORED ELEVATIONS 20-4028 2020 KLINGNER & ASSOCIATES P.C. REVISION HISTORY DESCRIPTION DATE APPR 3/16" = 1'-0"3 WEST ELEVATION 3/16" = 1'-0"4 SOUTH ELEVATION 3/16" = 1'-0"1 NORTH ELEVATION 3/16" = 1'-0"2 EAST ELEVATION Visit www.northclad.com today to review the entire NorthClad® line of products. NorthClad® ACM Series can be the perfect fit for your project. Contact us for detailing assistance and a resulting custom fit on your building. Panel sizes are available up to 16’ x 6’. Please contact us for specific product dimensions. A Custom Fit. We’ve Got Your Color... NorthClad® Rainscreen Solutions utilizes ACM from Alpolic®, Reynobond®, Alcotex® and Citadel®, allowing for a wide variety of standard color and natural metal finish choices. Please contact us for color charts and samples. NorthClad® Rainscreen Solutions 11831 Beverly Park Road, Building C Everett, WA 98204 Phone: (425) 487-1111 Fax: (425) 485-3503 www.northclad.com Extrusion material contains 50%+ recycled content. Most ACM panels have a recycle content of 30% or greater. LEED® MR Credit 4. Several paint options with SRI value greater than 29. LEED® SS Credit 7 Extrusions are 100% recyclable to assist in waste stream diversion. LEED® MR Credit 2 Manufactured in the Pacific Northwest by a local workforce Composite LEED® points vary by product. Please inquire for LEED® information about specific products. NorthClad® ACM Composite Panel System North Clad® rainscreen solutions North Clad® rainscreen solutions Think Big Span larger modules with NorthClad® Aluminum Composite Panel System You need NorthClad® ACM. Aluminum composite material (ACM) • consists of 2 layers of aluminum sandwiching a resin core. Fire rated cores are also available.• Panels feature coil-coated Kynar® paint • for a 20 year finish warranty. The NorthClad• ® extrusion attachment system is engineered to provide superior wind uplift resistance and accommodate thermal expansion. The Substrate The Material When your design vision requires sleek, smooth expanses of metal with minimal reveals... North Clad® rainscreen solutions NorthClad® ACM Series panels are always custom fabricated to the exact dimensions ordered. We’re also able to accommodate requirements such as 90˚ corners, oblique angles, and other unique architectural elements. The ACM Series is designed to maximize possibilities and mini- mize design restrictions. Go ahead, mix it up. Variations in color, size or shape - even on a single wall - are never a problem and can even characterize an entire building. NorthClad® ACM features a modern approach to air and mois- ture management by combining a lightweight, durable skin with an engineered attachment system that controls and redirects water out- side your building. Longer spans and a large variety of color and finish options make NorthClad® ACM the ideal build- ing envelope system for almost any wall application. The ACM Series provides a flat surface comparable to much thicker aluminum, at a more reasonable price. When you desire larger panel modules or panels with greater impact resistance, aluminum composite material is the way to go. The System ACM material is back routed to allow for • bending and for interlocking extrusion attachment. NorthClad• ® ACM Series panels feature a drained, ventilated rainscreen design. Tested for air, water, and structural per ASTM • 283, 330, and 331. Made in the USA by union craftsmen.• See our design guide for details and guide • specifications. Find what you’re looking for at www.northclad.com Features and Benefits: • Artisan® Series panels use the positive fastened method and are attached directly to the substructure. The fastener is concealed behind the flush face. • Artisan® panels are used for soffits and interior liners. These panels can be attached to the girts or a solid substructure. • Artisan® Series carries Florida approvals. Product Specifications: Applications: Soffit and Interior liner Coverage Widths: 8”, 10”, 12” Panel Attachment: Concealed Fastening System Gauges: 24 (standard); 26, 22 (optional) Finishes: Smooth (standard); Embossed (optional) Coatings: Galvalume Plus®, Signature® 200, Signature® 300, Signature® 300 Metallic ® Artisan® Series Soffits The simplicity of the Artisan® Series panel is its best design feature. Uniform dimensions and a clean appearance allow the designer to plan modules, eliminate complicated pieces and follow wall curvatures. The Artisan® panel can be vertical, horizontal, perpendicular or skewed to the building line, allowing the designer multidimensional freedom to create. www.cecobuildings.com | 1-800-474-2326 (CECO) L12 4"4"4"1" 12"1" L12 L12 with beads 3"4"3"1" 10"1" L10 L10 with beads 2"4"2"1" 8"1" L8 L8 with beads 4"4"4"1" 12"1" L12 L12 with beads 3"4"3"1" 10"1" L10 L10 with beads 2"4"2"1" 8"1" L8 L8 with beads 4"4"4"1" 12"1" L12 L12 with beads 3"4"3"1" 10"1" L10 L10 with beads 2"4"2"1" 8"1" L8 L8 with beads ® www.cecobuildings.com | 1-800-474-2326 (CECO) 08-17 CATEGORY CHARACTERISTIC TEST METHOD PURPOSE RESULT Structural Uplift Resistance ASTM E 1592 Provides a standard procedure to evaluate or confirm structural performance under uniform static air pressure difference See Load Chart Section Gravity Loads AISI S100 North American Specification for the Design of Cold-Formed Steel Structural Members See Section Properties and Allowable Load Table Section Roof Listings Roof Performance - Florida Approval ASTM E 1592 Florida product approval is the approval of products and systems, which comprise the building envelope and structural frame, for compliance with the structural requirements of the Florida Building Code. See FL# 11919.1 Artisan® Series Soffits STRATFORD CROSSING WAUKEE, IOWA PARAGON PERFORMANCE © 2020 KLINGNER & ASSOCIATES P.C.This document shall not be used for any purpose orproject for which it is not intended. Klingner & AssociatesP.C. and their Divisions shall be indemnified by the clientand held harmless from all claims, damages, liabilities,losses and expenses, including attorneys fees and costsarising out of such misuse or reuse of this document. Inaddition, unauthorized reproduction of this document, inpart or as a whole, is prohibited....MARKDESCRIPTIONDATEAPPR.REVISION HISTORY20-4028DRAWING ISSUED DATE:06/16/2020Full sized plans have been prepared using standard scales.Reduced size plans may not conform to standard scales.SHEETPROJECT NO.SHEET TITLECHECKEDNon-Reduced Sheet Size: 24" x 36"DGMKAM....CHECK DATEFIELDFIELD BOOKDESIGNEDDRAWNQuincy, IL Galesburg, IL Burlington, IA Davenport, IA Hannibal, MO Columbia, MO www.klingner.com 604 Liberty Street, Suite 125 515.612.7402 Pella, IowaC503DUMPSTERENCLOSUREDETAILSA-0.441-AS:\20files\204028\12.Civil\C503 - Dumpster Enclosure.dwg, 7/9/2020 11:12:55 AM