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2900 <br />2 <br />1110 <br />-_� <br />W <br />o <br />C� <br />q <br />V <br />h O 30 Q2 <br />W <br />0 <br />o <br />w <br />o <br />Futore Crodvn <br />o <br />`* <br />o <br />Q <br />_, <br />Y <br />ti'3 <br />To of Proposed o <br />P P <br />o <br />(fbr de5ip ontry) <br />N <br />y <br />a <br />o <br />_ <br />o <br />Vert. Curb <br />N <br />m <br />O <br />W <br />2290 <br />o <br />s .v,�r� <br />29.7G <br />19. T <br />crown <br />+ <br />f Pavement <br />Future Curb Gutter, 29.50 <br />pp6tti) <br />19.27 <br />19.6r <br />--� <br />t0 complete Knuckle <br />91-00 <br />' <br />S=.0o�3 <br />29.20 <br />0°83 <br />(for design only) <br />5- <br />8i� <br />'------- <br />�— <br />------ <br />---------------- <br />--- ------------' <br />— <br />Exist. <br />Ground @ <br />g _003(t� <br />Storm <br />Exist. C � 6 <br />Drain <br />M.H. <br />PARCEL 0Ha <br />P M. 3-115 <br />l +0 O N OroO 1+00E <br />/lop <br />fF 23.33 <br />SCALE l'- 20' Horiz. <br />PRO F1 LE _ l"=,' Vert. <br />FeofherA.C. to <br />m�fch ExiSf. - <br />Proposed 6'hi9h <br />Chain [ink Fence <br />If 94 ' 1= /63 90 ' <br />Ch. = N 67'14'S6"W <br />/68.9/' <br />:8 <br />N U <br />S- <br />2.9-70 � � o <br />C I <br />W <br />29.70 <br />NalMcfw lgrCaekrnls tejnep : <br />OsesToo NR eke WxW. <br />balb a waalnn - at end I <br />-- I 6"x 6"- W 1.4 x W 14 welded wire fabric <br />I <br />1 <br />.l <br />M <br />1110 <br />-_� <br />� q,a,�, sywesssr+oxeN <br />000W 12'= O. -CL <br />7'xr select grads <br />Dojo Fit surleosd <br />four sides. <br />6'xfr lows <br />structural pads <br />nsdwoed,treated <br />tetalack or treelN <br />Douglas Flt swfeoed <br />far dries. <br />Expansion Join11 t �i A -Expansion Joint <br />i <br />TYPE "A" PLAN <br />ltalleetrr. ttip-c.gt. Nwy. BARRICADE <br />QQ p - code Wal, a W", <br />L 44' (F0 Fo FOX) ; :, .. _ �c ! u �- A _ CoWer en IllrIaWs., <br />CENTER REFLECTOR <br />L 9erriaedu to be as weds as shown on plans. <br />2 eerrkadee to a takdsd while using 2 <br />Nn:Okns <br />LEGEND <br />Pavi17 /n flAl /G <br />Paving outside R/K7 (9"A.C•, Ce;4.d.) <br />SCALE I"= 201 <br />P� 988 <br />r0C Can5trUC <br />Tyoe'9"Barr/carie <br />a°N PARCELnBn <br />a, P.M 7-139 <br />S/>din9 iiJde- <br />Fence 6eJr rind SZ <br />Dowels'05 A Dio. x 24' <br />spored 12' o.c., greased and <br />wowed ane side through <br />�y expansion joint. CURB, GUTTER a SIDEWALK- <br />EL Bock Of Walk Curb L'me <br />Cutter line <br />ELEVATION <br />SECTION A -A <br />t�I�I��iEt7 <br />oup-a i� Ii�rIFY���-�I� t,o��-Tiork <br />W - Wane line <br />LS - Sanitary Sewer line <br />W G - Gas line <br />F - <br />NOTES: <br />L Construct expansion joints 0 200' maximum and at returns, around light pales, <br />hydronts and other fixed objects at sidewalk <br />IL3 <br />pOti/ s� 5(/rd� N plane joints shall be constructed (� 12 maximum Intervals. <br />IN! 572'32%0'ly 9000' �� 2 Transverse weakened ' <br />CJ <br />/ <br />5,6 2�6Z /. `� A /� W Propd6ed A. C. Betrn �6'hiyhj <br />3/00 29 s0 2s.so 30.+o R/u� � Street A�w <br />Ede A.C. aye. e- ?,5 /dn9 flidin9 9afe5- <br />�loro�ored) R=90' L-/5.56' 840" <br />/ Ch' 55435'04"GV Pr0006ed 6'hiy h 9 " e2 30=0" <br />��lq� Concr a Frye. ro ose� " <br />To Drainage ft 23.07 ti9 ii chain Link Fence <br />Pond Outlet ` /\ /andsca /n q'. <br />1/ P 5 �2 (��o�osedJ ti. ss WK!t� <br />Curb Gutter <br />8 "Cont. <br />cJ ice' <br />\3p�� ro used 3Io.173^' ' e i TYPICAL STREET SECTION <br />PLAN SECTION A <br />\ F OF a T T. = 8.0 rvo scale <br />¢ ac 4 INLAND INVESTMENT COMPANY DISTRIBUTION CENTER <br />IQ I/IGiE (illP f7 �ujT hE rrlL Iv, r <br />I+�bb �i�l° �; May 198G <br />f N PICCOLI ROAD EXTENSION Tiwo <br />���°!'� i4`` • -- sur v /7, 35/ R G C <br />s: <br />RGC PLAN 8t PROFILE AND -'SECTIONS 63170 <br />Ii <br />