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<br />halt• 6 rodNn at F;
<br />-- -- y------ 6`x 6" W 1.4 x W 1.4 welded wire fabric
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<br />1 +0 0 (17f00 1 +00 E t I Expansion Jo`nt A iLxpansi n Joint
<br />/L by
<br />It 23.33
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<br />SCALE = 1 "= 20' Horiz.
<br />I"= /' Vert.
<br />. ` gsttsatsre ersraslrioaNy
<br />pissed iZ't 0: G
<br />x'R d• edeat grads
<br />DWAOes ft Wowed
<br />tally sides.
<br />VW q___ -1 .
<br />B"1e dense
<br />straetural grads
<br />1%dlrosd, treated
<br />thmiack or ties!
<br />Davlas Fit ssrfend
<br />four •lies.
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<br />. -CW fty. BARRICADE
<br />Code *NO Won,
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<br />PLAN
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<br />1 LEGEND
<br />11 TYPICAL DRIVEWAY
<br />Fe�fher,�1 C. I I I o : Paviny in f/w /4",9. C. , AS"A.,e) No scale
<br />rn�l`ch Ex/sf I I � v I 8' za'
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<br />¢ SCALE I - 20
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<br />94 r 2 F. 9D l70� �to�eW�l� 4101
<br />Proposed 6'hi hz998
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<br />TWO
<br />'9: l ~. Q C.. T a. c 8raam Finish WeakeneC
<br />Chan Cin,C Fence o c' Cen0/roc �d Z.F. T e ,9 d�rr�cade _'-
<br />0 1 yP Plans Joint
<br />.k / 4� iig• �.�. z ti - 12*
<br />slope
<br />Per • u 11 1/
<br />{. PARCEL Es
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<br />Cf1. ' /Y f7 7°e4F 'Sf7 „lY
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<br />/� .CAI Crawr7 w Dowels S orVDio. x 24' -Watts 11ir1A
<br />3". 9/ $ A� H spaced 12 o. c., greased and W
<br />_A5 wrapped
<br />— Ir»
<br />a f = x t.
<br />Z {� wr one side through SahltOry $aMfK
<br />!�;• Off" ': _ ever expansion join iv_ - Gas line
<br />CURB, GUTTER a SIDEWALK
<br />2.#.4r
<br />:... NOTES:
<br />Errol i ldepV711C �� L Construct expansion joints (p) 200' maximum and at returns, around light poles,
<br />0 _ hydrants and other fixed objects at sidewalk.
<br />572.32 %0"'W 90.40' 2. Transverse weakened plane joints •shall be constructed (� 12' maximum Intervals.
<br />� - -
<br />ti g 6Zo$7 W � o A /o w Pro `
<br />¢� 0 payed A. C: Be,,- � 'hi9fi�
<br />31 ao 'Al29.80 29.60 30*0 R1W Street R/�
<br />Ed e. A. C. Z5 n9 s'/idir�9 ya fey
<br />pro�d�ed •f 90 ' L - /5. fc '
<br />/ �dq� Concretes �a�ve. C�ro�osed) /5.5�' �°r0005ed 7e.,1?1ce
<br />3D=0" 80�0'To Drains e f 23.07 "9bChain Link
<br />Pond Outlet ,� /andscaprn� 2q+ Z" o os�d R
<br />4'A. C. /8"A. B. 6"C/. ;9' Sud rode CUr6 Gutfe�
<br />_ g Curb. ^ t j
<br />~s .�-17351 TYPICAL STREET SECTION
<br />ropos e el)
<br />SECTION(�A)1
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<br />PLAN r T 8o Noseae
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<br />4986-4
<br />INLAND INVESTMENT COMPANY - DISTRIBUTION CENTER
<br />IQ �I�E Glk� arum*- veFTC-ii, w.1+-b6 Wye
<br />May ►98G
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<br />N PICCOL1 ROAD EXTENSION
<br />- � .���� : - ��.� ,,, �5/ - PLAN
<br />- a PROFILE AND -SECTIONS3/ O
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