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Private Drive Private Drive College Boulevard Metcalf Avenue Δ Δ Δ Δ Δ Δ Δ Δ Δ Δ SHAFER, KLINE & WARREN 11250 Corporate Avenue Lenexa, KS 66219-1392 913.888.7800 FAX: 913.888.7868 SURVEYING | ENGINEERING | CONSTRUCTION ® Know what's below. Call before you dig. AREA = 441,496± SQ.FT. 10.135± ACRES Applicant Submittal

Δ Private Drive - Overland Park, Kansas Drive College Boulevard Metcalf Avenue Δ Δ Δ Δ Δ Δ Δ Δ Δ Δ SHAFER, KLINE & WARREN 11250 Corporate Avenue Lenexa, KS 66219-1392 …

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Page 1: Δ Private Drive - Overland Park, Kansas Drive College Boulevard Metcalf Avenue Δ Δ Δ Δ Δ Δ Δ Δ Δ Δ SHAFER, KLINE & WARREN 11250 Corporate Avenue Lenexa, KS 66219-1392 …

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AREA = 441,496± SQ.FT. 10.135± ACRES

Applicant Submittal

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H&V
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H&V
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H&V
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TBM
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TBM
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LPCB
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MS
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12" CONIFEROUS TREE
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15" TREE
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12" CONIFEROUS TREE
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12" TREE
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TV
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FO
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MS
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10" TREE
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FH
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TRVSTN
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TRVSTN
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14" TREE
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13" TREE
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12" TREE
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15" TREE
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16" TREE
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12" TREE
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6" TREE
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MS
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ETP
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e
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MS
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PRISR
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8" SYCAMORE
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12" SYCAMORE
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9" LOCUST
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8" LOCUST
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12" LOCUST
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7" SYCAMORE
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7" SYCAMORE
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8" TREE
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12" SYCAMORE
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10" SYCAMORE
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12" SYCAMORE
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10" SYCAMORE
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10" TREE
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10" SYCAMORE
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SSMH
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YDLT
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18" CONIFEROUS TREE
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12" CONIFEROUS TREE
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11" CONIFEROUS TREE
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11" CONIFEROUS TREE
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18" CONIFEROUS TREE
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14" CONIFEROUS TREE
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12" TREE
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15" CONIFEROUS TREE
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STMH
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SSMH
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PRISR
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18" CONIFEROUS TREE
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36" CONIFEROUS TREE
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SPBMH
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TMH
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GA
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GA
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TEP
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PRISR
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PP
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MS
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LP
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SPB
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LP
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MS
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PP
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PRISR
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PP
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PRISR
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PP
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TEP
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GA
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2" TREE
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2" TREE
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2" TREE
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SCV
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LP
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TMH
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MS
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LP
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MS
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LPCB
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FH
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MS
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WV
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LPCB
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MS
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TEP
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MS
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TV
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TV
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TV
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TV
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WV
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LPCB
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SCV
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WM
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FH
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WV
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TEP
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TEP
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LPCB
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PRISR
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MS
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MS
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MS
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SSMH
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SSMH
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SSMH
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SSMH
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SSMH
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MS
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10" TREE
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8" TREE
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PP
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PP
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12" TREE
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PP
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SPB
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PP
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PP
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PRISR
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G
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GA
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MS
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MS
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SPBMH
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EM
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e
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PRISR
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TR
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G
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WS
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WS
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WS
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G
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SSMH
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SSMH
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Lack of Direct Access Book 169, Page 193
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10' San Sewer Esmt Book 1335, Page 312
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San Sewer Esmt Book 1879, Page 19
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5' Sidewalk Esmt Book 1899, Page 817
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Roadway Esmt. Book 1903, Page 519
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Roadway Esmt. Book 1903, Page 510 Access Parcel Book 2638, Page 325
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Retention Pond Esmt. Book 1906. Page 791
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10' Storm Sewer Esmt Book 1937, Page 297
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5' KCP&L Esmt Book 1920, Page 343
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10' KCP&L Esmt Book 1920, Page 343
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Roadway Esmt. Book 2638, Page 325
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Curb Inlet Top EL. =918.47 SW =915.17 15" RCP SW =915.17 15" RCP
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Curb Inlet Top EL. =918.74 NW =915.56 15" RCP NW =915.56 15" RCP
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E =905.92 15" RCP E =905.92 15" RCP
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Curb Inlet Top EL. =915.22 No 's, drops straight 's, drops straight 's, drops straight down into RCB
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SE =909.39 15" RCP SE =909.39 15" RCP
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Area 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
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N =921.64 42" RCP N =921.64 42" RCP
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S =963.58 36" RCP S =963.58 36" RCP
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Curb 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
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Area 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
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S =926.52 59"W x 36"T RCP S =926.52 59"W x 36"T RCP
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SW =926.48 12" RCP SW =926.48 12" RCP
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Storm 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
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Curb Inlet Top EL. =922.37 N =914.37 15" RCP N =914.37 15" RCP
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NW =909.87 15" RCP NW =909.87 15" RCP
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65' to City of Overland Park in BK. 1899, PG. 812.
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Drainage Easement to City of Overland Park in BK. 976, PG. 559
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5' Easement to KCP&L in BK. 32, PG. 385 and partially disclaimed in BK. 104, PG. 114
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10' Easement to Water District No. 1 of Johnson County in BK. 5467, PG. 294
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10' Easement to Consolidated Main Sewer District in BK. 5239, PG. 294
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2-7'x7' RCB=909.70 2-7'x7' RCB=909.70
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3-7'x7' 3-7'x7' RCB=905.45
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Exposed Steel Pipe
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Exposed conduit
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Rip-rap
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Rock Wall
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Rock Wall
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Rock Wall
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Conc.
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Asphalt Pavement
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Asphalt Pavement
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Gravel
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Gravel
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Gravel
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Conc.
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Grass
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Asphalt Pavement
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Public Road - Asphalt Pavement
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Sanitary Manhole Top EL. =916.47 NE =906.78 NE =906.78 W =907.85 W =907.85
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Sanitary Manhole Top EL. =917.03 S =907.09 S =907.09 E =906.81 E =906.81
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Sanitary Manhole Top EL. =917.72 N =903.04 N =903.04 S =903.05 S =903.05 E =903.87 E =903.87
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Sanitary Manhole Top EL. =918.09 N =903.20 N =903.20 S =903.90 S =903.90 W =903.31 W =903.31
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Sanitary Manhole Top EL. =921.58 N =912.42 N =912.42 S =913.16 S =913.16
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Sanitary Manhole Top EL. =926.82 N =919.12 N =919.12 S =919.27 S =919.27 SE =919.80 SE =919.80
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Sanitary Manhole Top EL. =941.89 N =933.87 N =933.87 SE =934.00 SE =934.00
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Sanitary Manhole Top EL. =941.02 NW =935.37 NW =935.37 SW =935.43 SW =935.43
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Sanitary Manhole Top EL. =967.96 S =959.93 S =959.93 NE =959.90 NE =959.90 NW =959.94 NW =959.94
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Sanitary Manhole Top EL. =969.17 W =960.42 W =960.42 SE =960.38 SE =960.38
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Sanitary Manhole Top EL. =968.97 N =961.02 N =961.02 SE =961.27 SE =961.27
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Public Road - Asphalt Pavement R/W Varies
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Conc. Ditch
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Conc. Curb
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Conc. Curb
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Conc. Curb
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Conc. Curb
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Conc. Curb
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Conc. Curb
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Approximate Limits Flood Zone AE
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Approximate Limits Flood Zone AE
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Approximate Limits Floodway areas in Zone AE
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Approximate Limits Floodway areas in Zone AE
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Curb 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
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Curb 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
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Approximate Limits Flood Zone AE
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Approximate Limits Flood Zone X
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R/W for controlled access highway Book 169, Page 193
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Trash can
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Telephone Vault
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Telephone Vault
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landscape
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Telephone Vault
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121.63'(D) N87°53'57"E-121.93'(M)
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65.00' S2°06'03"E
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N87°53'51"E-2532.14'
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S1°33'57"E-2653.05'
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Conc. Curb
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Conc. Curb
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Conc. Curb
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Conc. Curb
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Conc. Curb
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Brick
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Grass
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Grass
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Conc. Curb
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W line, NW 1/4, Sec. 14-13-25
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W line, NW 1/4, Sec. 14-13-25
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Conc. Walk
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Sanitary Sewer Easement to Consolidate Main Sewer District in BK. 201101, PG. 004944
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Existing Retention Pond
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Storm 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
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Power Manhole
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Curb 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
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25' Pipeline Easement BK. 1477, PG. 259
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207.41' S2°06'09"E
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102.44'
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R=195.72'
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=29°59'18"29°59'18"
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S32°06'09"E 64.00'
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185.83'
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R=283.00'
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=37°37'25"37°37'25"
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S61°48'05"E-126.14'
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33.53'
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R=90.00'
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=21°20'35"21°20'35"
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40.34' S2°06'09"E
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54.71'
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R=130.00'
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=24°06'45"24°06'45"
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ITB=N85°54'50"W
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N61°48'05"W-112.83'
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68.64'
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R=283.00'
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=13°53'49"13°53'49"
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ITB=S14°03'51"W
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S29°12'03"W-184.86'
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106.20'
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R=112.00'
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=54°19'45"54°19'45"
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ITB=S48°36'57"E
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S74°00'00"E-250.80'
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40.00' S16°00'00"W
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N74°00'00"W-254.47'
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316.22'
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R=112.00'
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=161°46'04"161°46'04"
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ITB=S27°49'41"W
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S88°26'09"W-173.31'(M) 173.28'(D&P)
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N1°39'21"W(D)78.20'(D) N1°39'17"W(M) 78.34'(M)
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N8°06'17"W(M)-750.80' N8°06'27"W(D)
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474.44'(D) N87°53'51"E-474.29'(M)
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N87°53'51"E 39.85'(M) 40.00'(D)
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N2°06'09"W 30.00'
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N87°53'51"E-438.12'
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UNPLATTED
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LOT 1 THE RENAISSANCE
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LOT 3 THE RENAISSANCE, SECOND PLAT
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LOT 1 THE RENAISSANCE, THIRD PLAT
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TRACT A
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LOT 2
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LOT 1
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S75°00'00"W-452.49'
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N28°54'04"E 183.76'
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37.53'
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R=223.00'
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=9°38'37"9°38'37"
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181.35'
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R=223.00'
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=46°35'38"46°35'38"
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ITB=N18°17'34"E
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181.20'
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R=112.00'
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=92°41'40"92°41'40"
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ITB=N9°35'45"E
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S75°00'00"W-249.65'
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135.22'
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S75°00'00"W
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135.22'
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S15°00'00"E
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75.40'
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S0°00'00"W
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69'
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APP'D
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BY
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REVISIONS
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REV.
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DATE
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Checked By:
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Issue Date:
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Designed By:
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Drawn By:
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SHEET NO.
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L:\160524-010\_CAD\CIVIL\160524-010PPT.DWG
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LAYOUT: PRELIMINARY PLAT
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XREF DWG1:
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BY: WATSON
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DATE: 10/25/2017
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XREF DWG3:
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c
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COPYRIGHT - -SHAFER, KLINE & WARREN INC.
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SHAWNEE MISSION HEALTH OUTPATIENT HEALTH CENTER
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CITY OF OVERLAND PARK, KANSAS
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PRELIMINARY PLAT
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THE RENAISSANCE, FIFTH PLAT
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GSW
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GSW
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TMS
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10-25-17
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160524-010
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NONE
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NONE
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NONE
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NONE
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2016
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C-1
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1
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2
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3
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4
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5
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NORTH
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0
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SCALE: 1"=
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40'
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40
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40
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20
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%%U UTILITY NOTES %%U
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1.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:
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POWER :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]
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CABLE 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
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PROPERTY LINE
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WATER LINE
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UNDERGROUND ELEC.
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STORM LINE
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SANITARY SEWER (EXIST)
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GAS
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FIRE HYDRANT
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DENOTES EXISTING CONTOUR
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1000
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INDICATES EXISTING CONCRETE
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CURB & GUTTER
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%%ULEGEND
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LEGAL 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.
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PRELIMINARY 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
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NW1/4
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SW1/4
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NE1/4
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SE1/4
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VICINITY MAP
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SCALE:
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1"=2000'
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SEC.17-13-25
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Project Location
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W. 119th St.
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College Blvd.
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Nall Ave.
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Metcalf Ave.