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ROSE MARIE LANE <br /> '. ROA IL[ SHEET TOTAL <br /> NO INDEX N0. YEAR No. SHEETS <br /> 30, �� 30, 1209 2S"-W10V 1959 4 4 <br /> I' S' 8' 4' 0.17'# 24' Plant Mixed Surfacing 4' 8' 5' I' <br /> PM.S. P. Conform R/W <br /> "� <br /> 1 M.S. c 1 <br /> Shld Shld. 16 <br /> 3 I 3 "' PRIVATE DRIVEWAYS CLEARING a GRUBBING <br /> Ct <br /> g4 0.08' PM.S. OVER 0.33' U.B. <br /> U M3 _IR°'FYI £ e 1 A"„ TPI F TjIW . V� iP 5 _ <br /> • 'ik " 3 rw dot '" I,4& w % �, <br /> Conform <br /> Conform ° " r �4e `Yx _ „� � STA.22+00 to STA.49059 <br /> STATION LOCATION <br /> lfo,�o6/8 0.08CS 3% 3% 0.08 pt`ob\6 R/W �`'_- Conform 27+48 Rf.. <br /> Variabl¢ : •. ..o: :a: ..,•.:o ..:b•. . .., .. ...: :,. , . . .. . .. ..°: :. ••. : Variabl¢ 28 t Rt <br /> FINISHING ROADWAY <br /> 29+56 Lt <br /> �y 30.29 <br /> Ditch Grade 4.5o'xMe Untreated Basi Ditch Grad¢ 34+14 Rt. STA.22+00 to STA49+59 <br /> TYPICAL DRIVEWAY 35492 Rt <br /> 36+52 Rt <br /> 39.26 Lt. <br /> 39.20 Lt PUBLIC ROAD CONNECTIONS <br /> o <br /> 4Z.&26 Rt 0.17' PM.S. OVER 0.50' U.B. <br /> q 43.77 Rt <br /> TYPICAL II 44.91 Rt. <br /> STATION ROAD TONS 8. TONSPIAS. <br /> SECTION �, Mi 45+49 Rt <br /> N! 45+73 Rt 22+72 PERSHING 84 30 <br /> Za" 46.00 Ped. Walk Rt. 49+59 PACIFIC 23 8 <br /> STA . 22t00 to STA. 42t00 C.B.-FL.• il." , '°` 46.35 Rt. <br /> R/W c.aa <br /> _ane. Cor' opt 46+65 Lt Totl 107 38 <br /> P <br /> 46.74 Ped. Walk RE <br /> «oi ttai, 47.42 Rt <br /> " <br /> REMOVE CONCRETE <br /> a = Total 19 <br /> + 1. <br /> ry' <br /> on . Curb 0 o <br /> - ao' �-. 30' � - METAL CULVERT MARKERS <br /> 0.17`=32' Plant Mixed Surfacing C c utter STATION LOCATION ITEM CIA YDS. <br /> 1' 5' 8' 4' 3' R/W _ <br /> ' ' C.B.-F.L.=11.34 a 3,0#29 22'Rt. Conc. Dr. 038 <br /> l2' F I 20' p,35 45+73 19'Rt Conc. Dr. 1.0.2 <br /> FL.L. �Il.41 <br /> Shld. I STATION LOCATION 46+00 ZI'Rt Conc. Wolk 0.24 <br /> 3 3 -�+.- <br /> oc , 22+00 22' Lt.E Rf. 46+26 19'Rt Conc. Curb 0.10 <br /> See 34+75 22'Lt.6 W. 46+35 19'Rt Cone. 'Dr,' 1.214- <br /> Conc. 0.34 <br /> Conform Detail $ 49043 65'Rt 4644 t. <br /> 49«80 20�f Conc-. l*Curb B6nl2ier3.70 <br /> 0.oa' o 3°/0 3°/a PACIFIC av E . 3� Total 5 Total -roe <br /> 6�e <br /> 'Variable ° <br /> STA. 49+ 59 <br /> Ditch Grode S10 y,•:I' 12 AT RETURNS , S9 CONCRETE CURB 81 GUTTER <br /> 0.50 x36 Untreated base _ Horizontal Line114 R _ <br /> R/w^i rn ': .�:v 'g' a .� �: 4 'A-: 't- STA. .'to STA. LOCATION L.F <br /> 7• +f <br /> + 20 Rt. 575 <br /> 49+25 <br /> Conform 3"Sand Cushion 47+20 49+26 20'Lt. 20 <br /> AfttrFull Compaction Radii at Pacific Ave. Lt.P.Rt. 120' <br /> TYPICAL <br /> o pq;lvi r" Uss s/o" Dia 1c24' Steel Dbvwl Rods Spaced 12"QC. Greased f Well Wrapped Total 900' <br /> SECTION "' _ .�- , . <br /> Expansion Joints Spaced 60-0 O.C. Expansion Joints of B.C. E E.C. of all <br /> �Q/w ` s,,; #4bo R/W -�' Curves. <br /> STA. 43+ 50 to STA .46t00 CONCRETE CURB 81 GUTTER CATCH BASIN <br /> 1 SCALE: I " = I' <br /> CONFORM STATION LOCATION <br /> Iy 48+19 21'Lt <br /> 1� 49+43 27'Rt. <br /> 30' °I - 30' 42' I 4i'.' 49+43 27'Lt. <br /> 0.17'x40' Plant Mixed Surfacing Cast Iron brill 2o--I <br /> 3' over 3' T <br /> 0.50'x 40' Untreated Bass <br /> PERSHING AVE . SALVAGE a RELAY 12" <br /> STA. 22 + 72 A•a ° EXTRA STRENGTH CONC. PIPE <br /> C See i� 1 See C }.o•:a.: L <br /> 3 ; � o::�;►: > STATION LOCATION L.F <br /> ZZ Detail C5Detail <br /> ei o ! A e 48+62 Salvage- let 178 <br /> 30/0 370 Var Existing Conc. Drive :�Q: :�; 46+65 Relay 2411. 21' <br /> .. ..,. >•.e.....: ..e. o: m•..e: . A c 47420 Relay 14'Lt. 30' <br /> .. <br /> LEGEND e v 48+19• Relay 201f 3 <br /> (Dia.) a $a' _� 49+43 Relay 27'Rt 36' <br /> TYPICAL CONCRETE DRIVE °' Return to Cor oration Yard 83' <br /> t " r' °a=- <br /> 0.17' P. M.S. over 0.50' U. B. `::x: <br /> CONNECTION �.. o'•.: a <br /> CORRUGATED METAL PIPE <br /> Var. PM.S. over 0.50' U.B. r u <br /> I 12 X 16 go. <br /> TYPICALn STATION LOCATION L.E <br /> SECTION v 0.08' PM.S. over 0.33' U.B.. <br /> CATCH BASIN 23+37 X-Dr. 44' <br /> 34+75 X-Dr. 44' <br /> STA. 47+ 20 to STA. 49+59 SCALE: t' = I' 49.43 )(- Dr Sze _ <br /> _ Total 140' <br /> TYPICAL CROSS- SECTIONS INTERSECTION DETAIL <br /> SCALE: I " = 5 ' SCALE ; In = 40' <br /> CONSTRUCTION NOTES <br /> REVISED <br />