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AutoCAD SHX Text12" CONIFEROUS TREE

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AutoCAD SHX TextLack of Direct Access Book 169, Page 193

AutoCAD SHX Text 10' San Sewer Esmt Book 1335, Page 312

AutoCAD SHX TextSan Sewer Esmt Book 1879, Page 19

AutoCAD SHX Text5' Sidewalk Esmt Book 1899, Page 817

AutoCAD SHX TextRoadway Esmt. Book 1903, Page 519

AutoCAD SHX TextRoadway Esmt. Book 1903, Page 510 Access Parcel Book 2638, Page 325

AutoCAD SHX TextRetention Pond Esmt. Book 1906. Page 791

AutoCAD SHX Text 10' Storm Sewer Esmt Book 1937, Page 297

AutoCAD SHX Text 5' KCP&L Esmt Book 1920, Page 343

AutoCAD SHX Text 10' KCP&L Esmt Book 1920, Page 343

AutoCAD SHX TextRoadway Esmt. Book 2638, Page 325

AutoCAD SHX TextCurb Inlet Top EL. =918.47 SW =915.17 15" RCP SW =915.17 15" RCP

AutoCAD SHX TextCurb Inlet Top EL. =918.74 NW =915.56 15" RCP NW =915.56 15" RCP

AutoCAD SHX Text E =905.92 15" RCP E =905.92 15" RCP

AutoCAD SHX TextCurb Inlet Top EL. =915.22 No 's, drops straight 's, drops straight 's, drops straight down into RCB

AutoCAD SHX Text SE =909.39 15" RCP SE =909.39 15" RCP

AutoCAD SHX TextArea Inlet Top EL. =923.37 NW =917.35 15" RCP NW =917.35 15" RCP S =921.64 42" RCP S =921.64 42" RCP

AutoCAD SHX Text N =921.64 42" RCP N =921.64 42" RCP

AutoCAD SHX Text S =963.58 36" RCP S =963.58 36" RCP

AutoCAD SHX TextCurb Inlet Top EL. =971.67 N =963.91 36" RCP N =963.91 36" RCP S =963.99 36" RCP S =963.99 36" RCP

AutoCAD SHX TextArea Inlet Top EL. =931.69 N =926.68 59"W x 36"T RCP N =926.68 59"W x 36"T RCP S =926.74 50"W x 31" T RCP S =926.74 50"W x 31" T RCP

AutoCAD SHX Text S =926.52 59"W x 36"T RCP S =926.52 59"W x 36"T RCP

AutoCAD SHX Text SW =926.48 12" RCP SW =926.48 12" RCP

AutoCAD SHX TextStorm Manhole Top EL. =930.88 S =927.28 12" RCP S =927.28 12" RCP NE =927.08 12" CMP NE =927.08 12" CMP

AutoCAD SHX TextCurb Inlet Top EL. =922.37 N =914.37 15" RCP N =914.37 15" RCP

AutoCAD SHX Text NW =909.87 15" RCP NW =909.87 15" RCP

AutoCAD SHX Text65' to City of Overland Park in BK. 1899, PG. 812.

AutoCAD SHX TextDrainage Easement to City of Overland Park in BK. 976, PG. 559

AutoCAD SHX Text 5' Easement to KCP&L in BK. 32, PG. 385 and partially disclaimed in BK. 104, PG. 114

AutoCAD SHX Text10' Easement to Water District No. 1 of Johnson County in BK. 5467, PG. 294

AutoCAD SHX Text 10' Easement to Consolidated Main Sewer District in BK. 5239, PG. 294

AutoCAD SHX Text 2-7'x7' RCB=909.70 2-7'x7' RCB=909.70

AutoCAD SHX Text 3-7'x7' 3-7'x7' RCB=905.45

AutoCAD SHX TextExposed Steel Pipe

AutoCAD SHX TextExposed conduit

AutoCAD SHX TextRip-rap

AutoCAD SHX TextRock Wall



AutoCAD SHX TextConc.

AutoCAD SHX TextAsphalt Pavement


AutoCAD SHX TextGravel



AutoCAD SHX TextConc.

AutoCAD SHX TextGrass


AutoCAD SHX TextPublic Road - Asphalt Pavement

AutoCAD SHX TextSanitary Manhole Top EL. =916.47 NE =906.78 NE =906.78 W =907.85 W =907.85

AutoCAD SHX TextSanitary Manhole Top EL. =917.03 S =907.09 S =907.09 E =906.81 E =906.81

AutoCAD SHX TextSanitary Manhole Top EL. =917.72 N =903.04 N =903.04 S =903.05 S =903.05 E =903.87 E =903.87

AutoCAD SHX TextSanitary Manhole Top EL. =918.09 N =903.20 N =903.20 S =903.90 S =903.90 W =903.31 W =903.31

AutoCAD SHX TextSanitary Manhole Top EL. =921.58 N =912.42 N =912.42 S =913.16 S =913.16

AutoCAD SHX TextSanitary Manhole Top EL. =926.82 N =919.12 N =919.12 S =919.27 S =919.27 SE =919.80 SE =919.80

AutoCAD SHX TextSanitary Manhole Top EL. =941.89 N =933.87 N =933.87 SE =934.00 SE =934.00

AutoCAD SHX TextSanitary Manhole Top EL. =941.02 NW =935.37 NW =935.37 SW =935.43 SW =935.43

AutoCAD SHX TextSanitary Manhole Top EL. =967.96 S =959.93 S =959.93 NE =959.90 NE =959.90 NW =959.94 NW =959.94

AutoCAD SHX TextSanitary Manhole Top EL. =969.17 W =960.42 W =960.42 SE =960.38 SE =960.38

AutoCAD SHX TextSanitary Manhole Top EL. =968.97 N =961.02 N =961.02 SE =961.27 SE =961.27

AutoCAD SHX TextPublic Road - Asphalt Pavement R/W Varies

AutoCAD SHX TextConc. Ditch

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AutoCAD SHX TextApproximate Limits Flood Zone AE


AutoCAD SHX TextApproximate Limits Floodway areas in Zone AE

AutoCAD SHX TextApproximate Limits Floodway areas in Zone AE

AutoCAD SHX TextCurb Inlet Top EL. =917.42 E =913.57 15" RCP E =913.57 15" RCP W =913.54 15" RCP W =913.54 15" RCP

AutoCAD SHX TextCurb Inlet Top EL. =917.82 W =914.48 15" RCP W =914.48 15" RCP NE 914.47 15" RCP NE 914.47 15" RCP SE =914.57 15" RCP SE =914.57 15" RCP


AutoCAD SHX TextApproximate Limits Flood Zone X

AutoCAD SHX TextR/W for controlled access highway Book 169, Page 193

AutoCAD SHX TextTrash can

AutoCAD SHX TextTelephone Vault


AutoCAD SHX Textlandscape


AutoCAD SHX Text121.63'(D) N8753'57"E-121.93'(M)

AutoCAD SHX Text65.00' S206'03"E

AutoCAD SHX TextN8753'51"E-2532.14'

AutoCAD SHX TextS133'57"E-2653.05'






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AutoCAD SHX TextW line, NW 1/4, Sec. 14-13-25

AutoCAD SHX TextW line, NW 1/4, Sec. 14-13-25

AutoCAD SHX TextConc. Walk

AutoCAD SHX TextSanitary Sewer Easement to Consolidate Main Sewer District in BK. 201101, PG. 004944

AutoCAD SHX TextExisting Retention Pond

AutoCAD SHX TextStorm Manhole Top EL. =917.82 S =911.42 15" RCP S =911.42 15" RCP NW =912.32 15" RCP NW =912.32 15" RCP

AutoCAD SHX TextPower Manhole

AutoCAD SHX TextCurb Inlet Top EL. =962.71 N =956.11 15" RCP N =956.11 15" RCP E =955.81 15" RCP E =955.81 15" RCP

AutoCAD SHX Text 25' Pipeline Easement BK. 1477, PG. 259


AutoCAD SHX Text102.44'

AutoCAD SHX TextR=195.72'

AutoCAD SHX Text=2959'18"2959'18"

AutoCAD SHX TextS3206'09"E 64.00'












AutoCAD SHX TextITB=N8554'50"W

AutoCAD SHX TextN6148'05"W-112.83'




AutoCAD SHX TextITB=S1403'51"W

AutoCAD SHX TextS2912'03"W-184.86'




AutoCAD SHX TextITB=S4836'57"E


AutoCAD SHX Text40.00' S1600'00"W

AutoCAD SHX TextN7400'00"W-254.47'




AutoCAD SHX TextITB=S2749'41"W

AutoCAD SHX TextS8826'09"W-173.31'(M) 173.28'(D&P)

AutoCAD SHX TextN139'21"W(D)78.20'(D) N139'17"W(M) 78.34'(M)

AutoCAD SHX TextN806'17"W(M)-750.80' N806'27"W(D)

AutoCAD SHX Text474.44'(D) N8753'51"E-474.29'(M)

AutoCAD SHX TextN8753'51"E 39.85'(M) 40.00'(D)

AutoCAD SHX TextN206'09"W 30.00'

AutoCAD SHX TextN8753'51"E-438.12'

AutoCAD SHX TextUNPLATTED

AutoCAD SHX TextLOT 1 THE RENAISSANCE

AutoCAD SHX TextLOT 3 THE RENAISSANCE, SECOND PLAT

AutoCAD SHX TextLOT 1 THE RENAISSANCE, THIRD PLAT

AutoCAD SHX TextTRACT A

AutoCAD SHX TextLOT 2

AutoCAD SHX TextLOT 1


AutoCAD SHX TextN2854'04"E 183.76'







AutoCAD SHX TextITB=N1817'34"E




AutoCAD SHX TextITB=N935'45"E



AutoCAD SHX TextS7500'00"W


AutoCAD SHX TextS1500'00"E


AutoCAD SHX TextS000'00"W

AutoCAD SHX Text69'

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AutoCAD SHX TextBY

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AutoCAD SHX TextDATE

AutoCAD SHX TextChecked By:

AutoCAD SHX TextIssue Date:

AutoCAD SHX TextDesigned By:

AutoCAD SHX TextDrawn By:

AutoCAD SHX TextSHEET NO.

AutoCAD SHX TextL:\160524-010\_CAD\CIVIL\160524-010PPT.DWG

AutoCAD SHX TextLAYOUT: PRELIMINARY PLAT

AutoCAD SHX TextXREF DWG1:

AutoCAD SHX TextBY: WATSON

AutoCAD SHX TextDATE: 10/25/2017




AutoCAD SHX Textc

AutoCAD SHX TextCOPYRIGHT - -SHAFER, KLINE & WARREN INC.

AutoCAD SHX TextSHAWNEE MISSION HEALTH OUTPATIENT HEALTH CENTER

AutoCAD SHX TextCITY OF OVERLAND PARK, KANSAS

AutoCAD SHX TextPRELIMINARY PLAT

AutoCAD SHX TextTHE RENAISSANCE, FIFTH PLAT

AutoCAD SHX TextGSW

AutoCAD SHX TextGSW

AutoCAD SHX TextTMS

AutoCAD SHX Text10-25-17

AutoCAD SHX Text160524-010

AutoCAD SHX TextNONE




AutoCAD SHX Text2016

AutoCAD SHX TextC-1

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX Text3

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AutoCAD SHX Text0

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AutoCAD SHX Text40'

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AutoCAD SHX Text20

AutoCAD SHX Text%%U UTILITY NOTES %%U

AutoCAD SHX Text1.VISUAL INDICATIONS OF UTILITIES ARE AS SHOWN. UNDERGROUND LOCATIONS SHOWN, AS FURNISHED BY VISUAL INDICATIONS OF UTILITIES ARE AS SHOWN. UNDERGROUND LOCATIONS SHOWN, AS FURNISHED BY THE RESPECTIVE UTILITY COMPANIES, ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD AT THE TIME OF CONSTRUCTION. FOR ACTUAL FIELD LOCATIONS OF UNDERGROUND UTILITIES, CALL 811 FOR KANSAS AND MISSOURI. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES FOR FIELD LOCATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES FOR FIELD LOCATION OF ALL UNDERGROUND UTILITY LINES PRIOR TO ANY EXCAVATION AND FOR THE COORDINATION AND SCHEDULING WITH UTILITY DEVELOPERS OF ALL WORK REQUIRED TO RESOLVE CONFLICTS WITH INSTALLATIONS, CONSTRUCTIONS, EXCAVATIONS, REMOVALS, PLACEMENTS, RELOCATION AND OTHER MISCELLANEOUS WORK SHOWN UPON THESE PLANS OR REQUIRED WITHIN CONTRACT DOCUMENTS. 3.ALL MANHOLES, CATCH BASINS, UTILITY VALVES AND METER PITS SHALL BE ADJUSTED OR REBUILT TO ALL MANHOLES, CATCH BASINS, UTILITY VALVES AND METER PITS SHALL BE ADJUSTED OR REBUILT TO GRADE AS REQUIRED. 4.THE NAME AND TELEPHONE NUMBER OF UTILITY COMPANIES, EVEN IF REMOTELY INVOLVED WITH THIS THE NAME AND TELEPHONE NUMBER OF UTILITY COMPANIES, EVEN IF REMOTELY INVOLVED WITH THIS PROJECT ARE AS FOLLOWS:

AutoCAD SHX TextPOWER :KANSAS CITY POWER & LIGHT KANSAS CITY POWER & LIGHT PH: 913-471-5275 ENGINEERING CONTACT: GARY PRICE 16215 W. 108TH ST. LENEXA, KS 66219 PH: 913-681-7312 FAX: 913-894-3086 EMAIL: [email protected] GAS :KANSAS GAS SERVICE KANSAS GAS SERVICE PH: 1-888-482-4950 ENGINEERING CONTACT: : DAVID TEEFEY 11401 W. 89TH ST. OVERLAND PARK, KS 66214 PH: 913-599-8981 FAX:913-599-8989 FAX:913-599-8989 EMAIL: [email protected] WATER :WATERONE WATERONE PH: 913-895-1800 ENGINEERING CONTACT: : JAN HARDIE 10747 RENNER BLVD LENEXA, KS 66219 PH: 913-895-5775 FAX:913-895-1827 EMAIL: [email protected]

AutoCAD SHX TextCABLE TV :TIME WARNER CABLE TIME WARNER CABLE PH: 816-353-7788 ENGINEERING CONTACT: : GARY DIXON 8221 W. 119TH ST. OVERLAND PARK, KS 66215 PH:913-927-3402 EMAIL: [email protected] TELEPHONE :AT&T AT&T PH: 1-800-246-8464 ENGINEERING CONTACT: : BILL POLLOCK 9444 NALL OVERLAND PARK, KS 66207 PH: 913-383-4934 FAX:913-383-4849 FAX:913-383-4849 EMAIL: [email protected] SEWER :JOHNSON COUNTY WASTEWATER JOHNSON COUNTY WASTEWATER 11811 S. SUNSET DRIVE, STE. 2500, OLATHE, KS. 66061 PH:913-715-8500 FAX:913-715-8501 ENGINEERING CONTACT: JENNIFER HARDER EMAIL: [email protected] ZACK MILLBERN (BUILDING SERVICE) EMAIL: [email protected] FIELD INSPECTION: LONNIE PONDER (913-207-5232) FIBER :SPRINT SPRINT PH: 404-396-9726 ENGINEERING CONTACT: : McCOY INGALLS 6450 SPRINT PARKWAY OVERLAND PARK, KS 66251 PH: 404-396-9726

AutoCAD SHX TextPROPERTY LINE

AutoCAD SHX TextWATER LINE

AutoCAD SHX TextUNDERGROUND ELEC.

AutoCAD SHX TextSTORM LINE

AutoCAD SHX TextSANITARY SEWER (EXIST)

AutoCAD SHX TextGAS

AutoCAD SHX TextFIRE HYDRANT

AutoCAD SHX TextDENOTES EXISTING CONTOUR

AutoCAD SHX Text1000

AutoCAD SHX TextINDICATES EXISTING CONCRETE

AutoCAD SHX TextCURB & GUTTER

AutoCAD SHX Text%%ULEGEND

AutoCAD SHX TextLEGAL DESCRIPTION: All that part of the NW 1/4 of Section 17, Township 13, Range 25, in the City of Overland Park, Johnson County, Kansas, more particularly described as follows: Commencing at the Northwest corner of the NW 1/4 of said Section 17; thence N 87 53' 51 E, along the North line E, along the North line of said NW 1/4, a distance of 158.10 feet, to the Point of Beginning of subject tract; thence continuing N 87 53' 51 E, along said North line, a distance of 438.12 feet; thence S 2 06' 09 E, perpendicular to said North line, a E, along said North line, a distance of 438.12 feet; thence S 2 06' 09 E, perpendicular to said North line, a E, perpendicular to said North line, a distance of 207.41 feet, to a point of curvature; thence Southeasterly along the West line, and its northerly extension, of Lot 1, THE RENAISSANCE, a subdivision in the City of Overland Park, Johnson County, Kansas, being a curve to the left having a radius of 195.72 feet, a central angle of 29 59' 18, an arc distance of 102.44 feet, to a , an arc distance of 102.44 feet, to a point of tangency; thence S 32 06' 09 E, along said West line, a distance of 64.00 feet, to a point of curvature; E, along said West line, a distance of 64.00 feet, to a point of curvature; thence Southeasterly and Southerly along said West line, being a curve to the right having a radius of 283.00 feet, a central angle of 37 37' 25, an arc distance of 185.83 feet; thence S 61 48' 05 E, along said West line, a , an arc distance of 185.83 feet; thence S 61 48' 05 E, along said West line, a E, along said West line, a distance of 126.14 feet, to a point of curvature; thence Southeasterly along said West line, being a curve to the left having a radius of 90.00 feet, a central angle of 21 20' 35, an arc distance of 33.53 feet; thence S 2 06' 09 E, , an arc distance of 33.53 feet; thence S 2 06' 09 E, E, along said West line, a distance of 40.34 feet, to a point on the North line of Lot 3, THE RENAISSANCE, SECOND PLAT, a subdivision in the City of Overland Park, Johnson County, Kansas; thence Northwesterly along the North line of said Lot 3 being a curve to the right having an initial tangent bearing of N 85 54' 50 W, a radius of 130.00 W, a radius of 130.00 feet, a central angle of 24 06' 45, an arc distance of 54.71 feet, to a point of tangency; thence N 61 48' 05 W, , an arc distance of 54.71 feet, to a point of tangency; thence N 61 48' 05 W, W, along said North line, a distance of 112.83 feet, to the Northwest corner of said Lot 3; thence Southwesterly along the West line of said Lot 3, being a curve to the right having an initial tangent bearing of S 14 03' 51 W, a radius W, a radius of 283.00 feet, a central angle of 13 53' 49, an arc distance of 68.64 feet; thence S 29 12' 03 W, along said , an arc distance of 68.64 feet; thence S 29 12' 03 W, along said W, along said West line, a distance of 184.86 feet; thence Southeasterly along said west line, being a curve to the right having an initial tangent bearing of S 48 36' 57 E, a radius of 112.00 feet, a central angle of 54 19' 45, an arc distance of E, a radius of 112.00 feet, a central angle of 54 19' 45, an arc distance of , an arc distance of 106.20 feet, to the Southwest corner of said Lot 3; thence S 74 00' 00 E, along the South line of said Lot 3, a E, along the South line of said Lot 3, a distance of 250.80 feet; thence S 16 00' 00 W, along said South line, a distance of 40.00 feet, to a point on the W, along said South line, a distance of 40.00 feet, to a point on the North line of Lot 1, THE RENAISSANCE, THIRD PLAT, a subdivision in the City of Overland Park, Johnson County, Kansas; thence N 74 00' 00 W, along the North line of said Lot 1, a distance of 254.47 feet; thence Southwesterly W, along the North line of said Lot 1, a distance of 254.47 feet; thence Southwesterly and Northerly, being a curve to the right having an initial tangent bearing of S 27 49' 41 W, a radius of 112.00 W, a radius of 112.00 feet, a central angle of 161 46' 04, an arc distance of 316.22 feet; thence S 88 26' 09 W, along the North line , an arc distance of 316.22 feet; thence S 88 26' 09 W, along the North line W, along the North line of said Lot 1, a distance of 173.31 feet, to a point on the East line of Metcalf Avenue, as recorded in Book 169 at Page 193, in the Register of Deeds Office, Johnson County, Kansas; thence N 1 39' 17 W, along said East W, along said East right-of-way line, a distance of 78.34 feet; thence N 8 06' 17 W, along said East right-of-way line, a distance of W, along said East right-of-way line, a distance of 750.80 feet; thence N 87 53' 51 E, a distance of 39.85 feet; thence N 2 06' 09 W, a distance of 30.00 feet, to E, a distance of 39.85 feet; thence N 2 06' 09 W, a distance of 30.00 feet, to W, a distance of 30.00 feet, to the point of beginning.

AutoCAD SHX TextPRELIMINARY PLAT THE RENAISSANCE, FIFTH PLAT PART OF THE NW 1/4 OF SECTION 17, TOWNSHIP 13, RANGE 25, CITY OF OVERLAND PARK, JOHNSON COUNTY, KANSAS

AutoCAD SHX TextNW1/4

AutoCAD SHX TextSW1/4

AutoCAD SHX TextNE1/4

AutoCAD SHX TextSE1/4

AutoCAD SHX TextVICINITY MAP

AutoCAD SHX TextSCALE:

AutoCAD SHX Text1"=2000'

AutoCAD SHX TextSEC.17-13-25

AutoCAD SHX TextProject Location

AutoCAD SHX TextW. 119th St.

AutoCAD SHX TextCollege Blvd.

AutoCAD SHX TextNall Ave.

AutoCAD SHX TextMetcalf Ave.

Δ private drive - overland park, kansas drive college boulevard metcalf avenue Δ Δ Δ Δ Δ Δ Δ...

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