016311
ENGINEERING REQUIREMENTS FOR SUBDIVISIONS
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I Name �X fl111.L i4�DR File Iio. P-5-68 .
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I.S.Date D��s..... 4 968
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STREETS AND ACCESS
Requirements: Dedication of 10° required on 1sout S.W.°
Right-,-I.
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j 38° dedication required on 69th Place W.° and 239 required on ®oath side
of Lot 7.
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° paving width*curb to curb° in accordance
2. Road Bed width: minismlm of 32 of p n8
with City Standards, on 69th Place We �
frdance
`3. Turn Around: Cul-de-sac paving- min radius of 361 paving° in acco
` with City Standards*
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l 4. Sidewalks: Provide 59 sidewalks on vest side of 69th Place W. and curbs on
I both sides. R
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5, Parking Strip: Alone 4
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6. Access Easements: Required for Lot t6.
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UTILITIES
1. Dater thins: Provide 6" C.T. on 69th Place W.
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Hydrants: Provide fire hydrant on cul-de-sac, in accordance with City
2. Fire y
Standards.
3. Sewers or Septic Tanks: Sewer anente to be d+stermined
and septic tank require
on submission of percolation test on each lot. Sewers will be installed antler }
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L.I.D. A64.
4. Drainage: Install all necessary storm sewers and drainage facilities per
drainage plan. Where drainage is across adjacent private property, necessary
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furnished, Any
release of damages or release of drainage easements muslatede development must be
drainage -problems created by change of contour during plate
Final approval of plat
corrected prior to plat approval or release of plat bond.
(or release of plat bond) will be withheld until actual drainage as installed has
been inspected by the City Engineer.
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