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<br />E lam, f _ '-�`� �► v� �_
<br />RIAP
<br />U // 3
<br />' � 3
<br />I 1 ? Aw*w slc'V
<br />6-det/4?n.
<br />E!N SWaI� nlh
<br />51'er /'10+r7 72 4-lev,
<br />1 L � NbTH � Ems/
<br />(2-)
<br />TYP. PLAN OF RETENTION BASIN
<br />(sEC'� sc�rEpuL&)
<br />i
<br />--- 5er 5!c°v,
<br />w1vr
<br />�s ce >�frc dune
<br />derrfh�/.s'mox
<br />TYP. SECTION @ REAR LOT LINE
<br />A41e= Tr� ica/ CV all /o<O�/o
<br />4Ji7 5 ,
<br />U/!/�55 6ffi�rGv�Se /%p�PO!
<br />i
<br />QSLF' -/2"O' CSP
<br />l D o6,4'
<br />F
<br />OF
<br />7e7dkAl Env.
<br />��n
<br />`4
<br />� �of shoo 5iyr�
<br />I �-kz-
<br />(,4)
<br />TYP. CULVERT CROSSING
<br />SCHEDULE OF BASIN SIZE
<br />LOT LENGTH, FEET WIDTH, FEET CAPACITY, CUBIC FEET
<br />1 301 30 10,600
<br />2 321 30 11,400
<br />3 290 30 10,300
<br />4 284 30 ID , 000
<br />5,20 290 40 14,500
<br />6 277 30 9,800
<br />19 277 65 23,200
<br />21 284 55 20,500
<br />22 292 55 21,000
<br />23,26,47,
<br />50,53,68,
<br />71 321 35 13,700
<br />24 301 55 20,600
<br />25,27,49,
<br />51 291 35 12,400
<br />28 283 35 12,100
<br />29,44 289 40 14,500
<br />30 276 35 11,800
<br />43,54,67 276 50 17,800
<br />45 283 55 20,400
<br />46,48,72 291 55 21,000
<br />52,69 276 45 15,800
<br />70 291 45 16,700
<br />73,75,9*,% 290 45 16,600
<br />74,95 320 35 13,700
<br />76 275 45 15,800
<br />77,92 320 40 16,000
<br />78,91,93 275 50 17,800
<br />U-5
<br />BASIN SIZE SCHEDULE
<br />Gam' EdsC. _
<br />/JO A ve /r70
<br />wo Ile
<br />zrr. �•�e !. Mf-MOve Iarr71:' {air
<br />f•� exisf 9ro vr7d lr ��P/
<br />O�Prp �/Or15 (�P� S/�Pc
<br />of GY�/cc/�% zr.�gaf�ori
<br />?�ricf},
<br />� Pr/r7i/�Yp',.C'Oor�Yir�c7/�
<br />Q7, le lif/�pfio/} l�iS���c f
<br />�ribr 7`0 9rc7d�ri,g .
<br />TEMPORARY IRRIGATION CROSSING
<br />%- s,W -�2 yr SW 43
<br />12"A/hif* ff�rrnost/�i�
<br />\ STOP'--
<br />I ..
<br />Ohl
<br />1 u-
<br />l
<br />%�- Gal-Tiz�r�s G�i/ 1
<br />(g� TYPICAL INTERSECT PAVEMENT MARKINGS
<br />�l
<br />gelno ve exist eol c.
<br />he0a4C// - E�!/Pnd eu�sf
<br />I Tree /1d
<br />EX El' Co' &x," 4
<br />-- I -
<br />�I Vef, l"y �-/Fr
<br />t l , I ii I �fl SPe P/ors
<br />wePP
<br />�io��aye//r��'� �fo/ C/ ' hole '
<br />(9) TYPICAL ROADSIDE DRAIN INLET,
<br />4L,
<br />Curve Data:
<br />4'0
<br />I
<br />R✓ ls!
<br />4-` /2 , � � •, � t 3v.3o �
<br />/ 2� ovI l l
<br />e
<br />o Sara t/S,P
<br />4 31z-�ma o ,. s �o-,:, a; a LStE I AVENUE�t2ss���
<br />5uvd/e cam/ 2 / -- Nlew /& '' / ✓G f ` �� "4',6,, _ _ � �— -+
<br />_.c_ ,
<br />r � � 2 ! I � fXi�tirr� .
<br />5/o'e �/� �'S rr. B /rJin. 142.17Ac o/!111
<br />�/�e Scam ` cam c u rQ�e NBA 9�4� �ALot
<br />l�� �� r w
<br />1/,6 h e 5 „ 95,E 1- /Ielve compac bo,-/
<br />rPinrved)
<br />T I = 1-,0
<br />!4 = 3v
<br />o�
<br />GE
<br />3 TYP. SECTION OF WELLER LATERAL �� TYP. STREET SECTION ROAD ALIGNMENT AT LOT 96
<br />z
<br />0
<br />J
<br />0
<br />c�
<br />2
<br />U
<br />z
<br />tea/
<br />LL
<br />z
<br />0
<br />J
<br />a
<br />C/)
<br />W
<br />dhj
<br />doh
<br />w
<br />r w
<br />w�
<br />a�
<br />as
<br />W
<br />0
<br />JULY, 1991
<br />No Scale
<br />12
<br />E-1549
<br />
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