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LS-2571
KENNETH J.
DEDRICK
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CONCRETE
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CONCRETE
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TRACK MATERIAL
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CONCRETE
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CONCRETE WALK
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CONCRETE WALK
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CONCRETE WALK
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CONCRETE WALK
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TRACK MATERIAL
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TRACK MATERIAL
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TRACK MATERIAL
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7' CHAIN LINK FENCE
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7' CHAIN LINK FENCE
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CONCRETE STEPS W/ HANDRAILS
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STORAGE BUILDING
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GARAGE DOOR ELEV=849.93
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KEYSTONE WALL
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KEYSTONE WALL
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8" HDPE FL=845.66
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8" HDPE FL=845.78
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8" HDPE FL=847.16
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8" HDPE FL=847.03
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FIELD GOAL POST
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GRATE INLET #3176 2.5'X2.5' CONC TOP=849.31 FL OUT (SE) = 846.16 (12" HDPE)
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GRATE INLET #3171 2.5'X2.5' CONC TOP=849.35 FL IN (NW) = 846.05 (12" HDPE) FL OUT (SE) = 845.95 (12" HDPE)
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GRATE INLET #3166 2.5'X2.5' CONC TOP=849.37 FL IN (NW) = 845.97 (12" HDPE) FL OUT (SE) = 845.82 (12" HDPE)
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GRATE INLET #3181 2.5'X2.5' CONC TOP=849.52 FL OUT (NW) = 846.37 (12" HDPE)
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GRATE INLET #3186 2.5'X2.5' CONC TOP=849.64 FL IN (SE) = 846.24 (12" HDPE) FL OUT (NW) = 846.19 (12" HDPE)
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GRATE INLET #3187 CONC TOP=849.92 FL IN (SE) = 846.02 (12" HDPE) FL OUT (SW) = 845.97 (12" HDPE)
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GRATE INLET #3211 2.5'X2.5' CONC TOP=849.58 FL IN (NE) = 845.88 (12" HDPE) FL IN (SE) = 845.88 (12" HDPE) FL OUT (N) = 845.78 (12" HDPE)
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GRATE INLET #3188 CONC TOP=849.85 FL IN (W) = 846.35 (8" HDPE) FL IN (S) = 846.60 (6" HDPE) FL OUT (NW) = 846.05 (12" HDPE)
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GRATE INLET #3216 3'X3' CONC TOP=847.34 FL IN (SE) = 843.21 (12" HDPE) FL OUT (NW) = 843.16 (12" RCP)
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8" TIMBER EDGE
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8" TIMBER EDGE
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MATCHLINE (1 OF 1) (1 OF 1) SEE NEXT SHEET
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KEYSTONE WALL
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BM-203 ELEV=853.29
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SLOT DRAIN
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SLOT DRAIN
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EDGE OF TRACK
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EDGE OF TRACK
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EDGE OF TRACK
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EDGE OF TRACK
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EDGE OF TRACK
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12" HDPE
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12" HDPE
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12" HDPE
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12" HDPE
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12" HDPE
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12" HDPE
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SLOT DRAIN FL=849.82
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SLOT DRAIN FL=849.85
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SLOT DRAIN FL=849.15
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SLOT DRAIN FL=849.82
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SLOT DRAIN FL=849.94
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SLOT DRAIN FL=850.02
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12" HDPE
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12" HDPE
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12" HDPE
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CHK *PT201*
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BU *18"*
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BU *15"*
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BU *15"*
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BU *15"*
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BU *24"*
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BU *24"*
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BU *12"*
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FNCL -B GN *7' FENCE HEIGHT*
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TRW -B TRW1 -B GN *KEYSTONE WALL*
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HDPE *8"*
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HDPE *8"*
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HDPE *8"*
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HDPE *8"*
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TRW -B TRW1 -B GN *KEYSTONE WALL*
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TRW1 -BR
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TRW1 -ER
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TRW1 -BR
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TRW1 -ER
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TRW1 -BR
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TRW1 -ER
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CHK *PT202*
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GE GN *CROWN*
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GE GN *CROWN*
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EPD GN *CONC*
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SW -B SW1 -B
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SW1 HRL -B
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SW1 HRL1 -B
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SW1 SW2 -B
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SW SW2 -B
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SW1 SW2 -B
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SW SW2 -B
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GN *4 STEPS*
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GN *4 STEPS*
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SNS *FIELD GOAL*
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CHK *202*
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GE GN *CROWN*
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GE GN *CROWN*
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GE GN *CROWN*
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GE GN *CROWN*
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GE GN *CROWN*
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WA -B TRW -B
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TOP TOP1 -B
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TOP TOP1
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EC EL -B
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EL GN *8IN WOOD*
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EC EL -B
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EL GN *8IN WOOD*
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GN *GRAVEL*
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GN *GRAVEL*
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SPCL -B *PREASURE JOINT*
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SPCL *PREASURE JOINT*
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SPCL *PREASURE JOINT*
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SPCL *PREASURE JOINT*
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SPCL *PREASURE JOINT*
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SPCL -E *PREASURE JOINT*
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SW1 SPCL -B *PREASURE JOINT*
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SPCL *PREASURE JOINT*
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SPCL *PREASURE JOINT*
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SPCL *PREASURE JOINT*
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SPCL *PREASURE JOINT*
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SW1 SPCL1 -B *PREASURE JOINT*
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SPCL *PREASURE JOINT*
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SPCL *PREASURE JOINT*
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SPCL1 *PREASURE JOINT*
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SPCL1 *PREASURE JOINT*
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SPCL *PREASURE JOINT*
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SW SPCL -E *PREASURE JOINT*
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SPCL1 *PREASURE JOINT*
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SPCL1 *PREASURE JOINT*
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SPCL1 *PREASURE JOINT*
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SPCL1 *PREASURE JOINT*
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SPCL1 *PREASURE JOINT*
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SPCL1 *PREASURE JOINT*
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SPCL1 *PREASURE JOINT*
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SPCL1 *PREASURE JOINT*
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SPCL1 *PREASURE JOINT*
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SPCL1 *PREASURE JOINT*
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SPCL1 *PREASURE JOINT*
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SPCL1 *PREASURE JOINT*
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SW SPCL -B *P JOINT*
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SPCL *P JOINT*
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SPCL1 *PREASURE JOINT*
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SPCL1 *PREASURE JOINT*
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SPCL *P JOINT*
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SPCL -E *P JOINT*
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SW1 SPCL1 -E *PREASURE JOINT*
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DR GN *DR= 210 - GN= GARAGE DOOR*
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SW1 EC -B
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PB GN *PARK HILL TECHNOLOGY*
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TOE TOE1 -B
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TOP TOE1
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LSW -BR SE
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LSW1 -BR
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LSW2 -BR SE
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LSW3 -BR
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LSW4 -BR SE
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LSW5 -BR
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LSW6 -BR SE
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LSW7 -BR
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LSW8 -BR LSW9 -B SE
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LSW10 -B SE
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LSW11 -B
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LSW12 -B SE
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LSW13 -B
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LSW14 -B SE
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LSW15 -B
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LSW16 -B SE
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LSW10 SE
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LSW12 SE
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LSW8 LSW9
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LSW8 LSW10 SE
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LSW8 LSW11
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LSW8 LSW12 SE
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LSW8 LSW13
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LSW8 LSW14 SE
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LSW8 LSW15
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LSW8 LSW16 SE
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LSW1 -ER SE
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LSW2 -ER
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LSW3 -ER SE
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LSW4 -ER
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LSW5 -ER SE
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LSW6 -ER
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LSW7 -ER SE
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LSW8 -ER
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EA2 SW -B
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EA2 SW1 -B
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EA -B EA3 -B EC -B
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EA EC1 -B
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EA1 -B EA2 -B
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EA EC -B
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EA EC1 -B
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GN *SAND*
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GN *SAND*
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EA -B EA3 -B EC -B
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EA EC1 -B
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EA2 -B EA1 -B
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EA EC -B
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EA EC1 -B
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GN *SAND*
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GN *SAND*
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EA -B EA1 -B
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EA1 EC -B
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CPTS *1/2 BC W/ OCC*
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CPTS *1/2 BC W/ OCC*
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BMS *CUT SQUARE*
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CHK *PT201*
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PREPARED FOR:
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PROJECT NO.
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DRAWN BY
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CHECKED BY
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14700 WEST 114TH TERRACE LENEXA, KANSAS 66215 PH. (913) 894-5150 | FAX (913) 894-5977
[email protected] | www.kveng.com
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KAW VALLEY ENGINEERING, INC., IS AUTHORIZED TO
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OFFER SURVEYING SERVICES BY MISSOURI STATE
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CERTIFICATE OF AUTHORITY NO. 000214.
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EXPIRES 12/31/19
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THIS DRAWING SHALL NOT BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION IN WHOLE OR IN PART WITHOUT THE SPECIFIC PERMISSION OF KAW VALLEY ENGINEERING, INC.
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( IN FEET )
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GRAPHIC SCALE
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1 inch = 20 ft.
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VICINITY MAP SEC 5- TWP 50N - RNG 33W NOT TO SCALE
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NW VAN DEPOPULIER ST
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PROJECT CONTROL: CP #200 1/2"x24" REBAR W/ CONTROL CAP NORTHING: 1095979.196 EASTING: 2753443.040 ELEV = 852.05 CP #201 1/2"x24" REBAR W/ CONTROL CAP SET NORTHING: 1096406.886 EASTING: 2753561.802 ELEV = 865.87 CP #202 1/2"x24" REBAR W/ CONTROL CAP SET NORTHING: 1096680.599 EASTING: 2753184.676 ELEV = 851.56
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PROJECT BENCH MARK: BM-1 CHISELED SQUARE CUT ON SOUTHEAST CORNER OF CURB INLET #3998. ELEV = 845.65 BM-203 CHISELED SQUARE CUT ON SOUTHWEST CORNER OF 1ST LANDING FROM THE BOTTOM OF THE STAIRS ON THE NORTHEAST CORNER OF FIELD. ELEV = 853.29
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HORIZONTAL AND VERTICAL DATUM: THE COORDINATES SHOWN HEREON ARE GROUND COORDINATES BASED ON THE MISSOURI STATE PLANE WEST ZONE (NAD 83) (NAVD 88) CAF: 0.9998996 GROUND X CAF = GRID 1 METER = 3.28083333 U.S. SURVEY FEET PL-27 NORTHING: 336341.459 (METERS) EASTING: 835879.492 (METERS) ELEV = 313.0 (METERS) PL-66 NORTHING: 332979.501 (METERS) EASTING: 837793.685 (METERS) ELEV = 227.3 (METERS)
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SURVEYOR'S CERTIFICATION: I, KENNETH J. DEDRICK, BEING A DULY REGISTERED AND LICENSED LAND SURVEYOR IN THE STATE OF MISSOURI, , KENNETH J. DEDRICK, BEING A DULY REGISTERED AND LICENSED LAND SURVEYOR IN THE STATE OF MISSOURI, HEREBY CERTIFY THAT THIS TOPOGRAPHIC SURVEY WAS PERFORMED ON THE GROUND BY INSTRUMENT SURVEY. THE TOPOGRAPHIC SURVEY WAS PERFORMED TO MEET OR EXCEED THE STANDARDS OF PRACTICE APPROVED BY THE NATIONAL SOCIETY OF PROFESSIONAL SURVEYORS FOR TOPOGRAPHIC SURVEYS AND THAT THIS TOPOGRAPHIC SURVEY WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND IS CORRECT TO THE BEST OF MY BELIEF AND KNOWLEDGE. THIS SURVEY DOES NOT REPRESENT NOR PURPORT TO BE A PROPERTY BOUNDARY SURVEY. NO LAND OR PROPERTY CORNERS WERE ESTABLISHED OR SET AND THE PROPERTY LINES AS SHOWN ARE SUBJECT TO ANY INACCURACIES THAT A BOUNDARY SURVEY MAY IDENTIFY. THIS SURVEY MEETS OR EXCEEDS MISSOURI MAPPING STANDARDS FOR CLASS 1 SURVEYS. THE FIELD WORK WAS COMPLETED ON 01-19-18. DATE OF SURVEY: 01-25-18 KENNETH J. DEDRICK _____________ MISSOURI PS NO. 2571
[email protected] AutoCAD SHX Text
NW SOUTH DR
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PROJECT LOCATION
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RIVER PARK DR
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NW RIVER PARK DR W
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NW NORTHWOOD RD
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LEGEND::
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CONTROL POINT
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BENCHMARK
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CHAIN LINK FENCE
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GATE POST
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SIGN/SCOREBOARD/FIELD GOAL
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REINFORCED CONCRETE PIPE
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HIGH DENSITY POLYETHYLENE
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PULL BOX
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SPRINKLER CONTROL BOX
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SPRINKLER HEAD
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CONIFEROUS TREE
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EXISTING GRADE 5' CONTOUR
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EXISTING GRADE 1' CONTOUR
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EXISTING SPOT ELEVATION
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ELECTRIC METER
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ELECTRICAL TRANSFORMER
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UNDERGROUND ELECTRIC PEDESTAL
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LIGHT POLE
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GRATE INLET
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LANDSCAPING AREA
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SPRINKLER VALVE
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C17_9695
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9695TOPO
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TOPOGRAPHIC SURVEY
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SECTION 5, TOWNSHIP 50 NORTH, RANGE 33 WEST
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RIVERSIDE, PLATTE COUNTY, MISSOURI
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PARK HILL SCHOOL DISTRICT
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8500 NW RIVER PARK DRIVE
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PARKVILLE, MISSOURI 64152