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lJEVELOPEMENT r Road Construction
Before the plat; of the subdivided area will be accepted for recording, roads
and streets 1ll'JSt be constructed as required by the County EngiI'..eer. Following
are the principal requirementsr
1. Shoulder to shoulder 1llldtlb' of the' t1JJ1shed roadway shall be 28 feet.
2. Minimum cut and embankment slopes shall be lit3-. Shoulder side of ditch
slopes slopes shall be 3 r 1.
3. Roadlray ditches shall be a m1nimwn of 1.S feet in depth~ other ditches
shall 00 as approved by the CCl\1flty Eng1neel".
4. Roads and streets shall be surfaued with m:1nel'sl aggregates approved by
the County Engl.neer. Pit-run ballast shall be a minilllum of' 6 inches compacted
depth or creater if required by soU oonditions.
a. Crushed surfaoing shall be placed to a mj.nimu.m depth of 2 inohes.
b. A two oppliol\tion ligl:t bit'Wll1nous surfn08 treatlll6nt shall be appl1od~
The rirBt 18 to be a penetration type. The flec,end is to be a wearing
surface.
~.Cross culverts shall be a m1nimuIII of 18 1.nohes 1n diSlMlter.
6. Roadway grades exceeding ~ 11.1.11 not be aoee~able.
7. Lots with aocess trom a Shte HighWay or Arteria."l. Aoounty Road 13111 not.
be aocepted. Bach lot is to be provided aooess by an 1n1larior road 81Y3tlt1'll.
HI <Hl' OF WAY
1. Rights of way for roads and streets ehall be 60 fl,Ml in width eX1o'Zlpt. that
streets And Cul-de-sacs of 4~ feet or less in length IMY 119 So toat in width.
2. Hl.n1mum right of wq at ouJ.-de-slOfl ..hall haVe! a d:t8ll1ilter of lftrest rlght
of .,flt:! width plUS 10 feet.
Im'ZRSECTIO~ AND CURVES
1. Street 3018 v1l1 not be .0oQP~ed.
2. No .traet shall intor'eot another st~at lAb ,,:n angle ]P)Stl than 60 deposes.
3. Property 11,nll"l at all stNet :lnt;er".ot:l.OM eha.'Ll be ):'Ounded with A :t'ad1W1
of 10 felt.
4. f1.o:ad aWroloheS and. 1'llodtfay intel'llleotions olh;a].l have a Il\llX1lIlUIIl graM ot
! ~ to-r a dietanoe of 1.0 filtot.
!Je C\ll'1'od 1ntertJOClUcmI w1.1l not btl &Cooptmble.
~~
1. H1n1r4u1o /J\ul'te,oed eNa .n Cul".fA\ooOac end ehal.l bit 3~ feet in dia'Mt9rc.
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