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Remove Existing Metal Railing. T.2S. , R.SE. , M .D.B. & M . <br /> Trans.10A.C. Reconstruct 62.5 L.F. of Salvaged Metal Beam Guard <br /> rRailing with Wood Posts with Type 1 Flare. Refer to SEC. 22 <br /> '50' o+ S.P.: A77A, A77B, A77C, A77D, and A77K for Connection & Details. <br /> 0 CONST. N87'39'08"E <br /> Ln <br /> 9- CONST. N8Er30'2S E <br /> 0 o a Sta. 449+93t - _ <br /> Install Terminal Section (Type C). SURVEY LINE & SECTION LINE N89030'32"E Sta. 462+ 12 - 38' Lt, -- <br /> 0 -a Refer to S.P. A77H for Details. N Place Type 1 S.D.I. <br /> + ° C CONST. N89-40-57"E CONST. N89'30'32"E <br /> Sta. 449+30- 0) Sta. 4Ty e 1 S.D.I.3Lt. <br /> Sta. 450+60. Remove 8"0 Downdrain. Place Asphalt T Place Type 1 SI. <br /> Place Salvaged E Concrete Overside Drain. Refer to S.P. D87B for details. 3 ° J <br /> Terminal Section o o o Sta. 460+00 - 38' Lt. <br /> (Type A) C/) Place 430 L.F. Asphalt Concrete Sta. 451 +76. Remove 18" Black Walnut Tree. L a- <br /> o J Place Type 1 S.D.I. n <br /> Dike. Type "A" (High Dike). Sto. 452+71 . Remove 24" Black Walnut Tree. a) � o T <br /> Refer to S.P. RSP A87A. ° o ' 3 <br /> Sta. 453+60. Place Asphalt o = o o + o <br /> � J o 3 Concrete Overside Drain. �� oLn 00 00 0o O � <br /> ° E •E Existing Pine Trees to Ln �o <br /> C: = cv x a <br /> c0 Q Remain in Place. N - Sta. 453+78. Remove <br /> 0 0 0 24" Black Walnut Tree. o e E.P. r) a C° '1 E'P + ~ <br /> 00 0 <br /> CO r'r) N � +~ t +H' - -dry <br /> R W E.P. + + - <br /> o - cLnz <br /> - - - - - 4 0 C <br /> - � - - 4 8 � 4 � <br /> 449 4 000 <br /> 4 1 4 2 4 3 4 4 4 5 4 6 4 7 4 0 461 i. v <br /> 45 451 452 453 454 455 456 457 45 45 N <br /> T an <br /> T -H N c� o I n <br /> 0 N G 4 0 0 or `° <br /> ao <br /> G4 -- - - - <br /> -_ - SOP o- <br /> G4 -- - - ---- -- <br /> - - ---- <br /> T / 3 0 L � <br /> - --- --- E.P. 0.00' <br /> --�-- --- 3 No vo _RAW `n c� <br /> Eleventh Street ;; Frontage Road -- o � <br /> � 0 i �o Q) <br /> - v -�- ---- g - -- - --- - o + o i 0.08' Sta. 3+90 N , <br /> R�W ° a Remove Storm ---- ---- - ----------- > r, a <br /> - t oca oa - <br /> C'L _ 2 Conform + Fa <br /> Existing o Drain Inlet and Grate. Place 1 2"0 x 64 L.F. + +� +~ <br /> Sta 451 + 11 . Construct <br /> R.C.P. (CI. V) <br /> Overcrossing d Install Cable Anchor Asphalt Concrete Overside Drain. Sta. 456+05 - 46 Rt. Place 18" S.D.I. Refer to Sheet No. 6 Existing Telephone <br /> 3: o Assembly (Breakaway, Sta 453+20 - 46' Rt.. Place O <br /> Type A See S.P. A77G and S.J. Co. Std. Drawing No. D- 16 for Frame and Grate Details. Q Facilities to remain <br /> a v Yp ) Place 397 L.F. Asphalt Concrete - Asphalt Concrete Overslde Drain. O in place. <br /> C for Details. Dike. Type "A" (High Dike) Connect Driveway Pipe to S.D.I. z Existing 1 2" Pipe <br /> + o a Place 40 L.F. Asphalt Concrete to remain In place. <br /> rn o C Clean Existing X-drain Dike. Type ' A' (High Dike). UTILITIES LEGEND m, �ofEss�oN <br /> N Q (12"0 X 30' C.M.P.) Q Existing Fence <br /> Q O Sigr al Standard O <br /> � LEGEND Telephone Manhole 9 to remain in place. v y <br /> a -a a Sta. 449+35t , Lt. & Rt. - Remove Existing (To be adjusted by Pac Bell) <br /> cn m o F- Asphalt Concrete Ramps. (4' x 12't ). �� Variable Depth Asphalt Concrete % Exist. Storm Drain Inlet No. 21258 <br /> Qj Utility Pole * e:v. 9-30-e7 <br /> Construct Asphalt Concrete Walkway Ramps. 0.0� Variable Depth Pavement Planing + Sign Post Sta. 459+89 - 94' Rt. Place 18" S.D.I. sP <br /> Refer to Sheet 6 for Details. O Fire Hydrant Grate Elev. 47.00. 9'FpF1 Fps/ <br /> BEGINNING O F P ROJ ECT Limits of Asphalt Cancrete Pavement Planing F.L. Elev. 44.75 ���`- <br /> Signal Pull Box Sta. 459450 - 94' Rt. <br /> Eleventh St. Frontage1 .0' ARd. Connector G4 =4"0 Gos Main (P.G.EliE.) Place 18" S.D.I. <br /> BASIS OF BEARING (Intersection) 1 .0' Asphalt Concre`e - Sta. 12"0 f - 94' Rt. <br /> G2 =2"d GasMoin (P.G.BrEJ Grate Elev. 47.50 Place 12"� x 60 L-F. (Cl. V) <br /> Section Line common to Sections 22 and 27 T.2S., R.5E., M.D.B. & M., Ear':h Gutter Grade SEC. 27 F.L. Elev. 44.75 F.L. Elev. 44 . 5 <br /> which bears N89°30'32" E per F.S. Vol. 29, pg 159, S.J. Co. Records. .� Sl :)pe to Drain <br /> U . S . G . S . DATUM <br /> 52 <br /> 52 01 50' 100' - <br /> A.C. Gutter Grade (Lt.) o <br /> J <br /> PLAN SCALE_ � O to <br /> o <br /> ooccCo ° a r N > 0 50 <br /> rr �r _o -_ oa � a - <br /> 50 0 - °° - -o d > r w <br /> D <br /> A.C. Gutter Grade (Rt.) 'n +loo o - `n A Q � <br /> n Grate Elev. 47.50 0 + + r w r <br /> o+ +0.60% -0.08% o St � o c <br /> Left Gutter Grade 0 _ a <br /> 0----o-- + + Q, <br /> 48 c + +0.25 - -- 0 a 9 0 0 - �4 � 48 <br /> \ - o- 0,30 + c� + <br /> -0. 'i8% -0.30 d' 0 <br /> 1 <br /> Ln <br /> Conform -` <br /> + n <br /> r � _----- -- � 18 0x80 L.F. 46 <br /> I 0 o) 12"0x168 L.F. R.C.P. (Cl. V <br /> I I <br /> 46 I I +0:15% - - r <br /> Oxt84 L.F. R:C.P. (CL V) 5=0.001.6 rn __ S=0:0021 ) 12"0x138 I R C.P. (CI. V) 12"0x7 L.F <br /> - -- 0 12 S= R.C.P. 7C1. V <br /> 0:0021 t R.C.P. (�I. V) <br /> NEL Elev. 45 80 n - 0 Elev. 45.90 -CN 5=0.0027 l f 5=0.0028 <br /> ao c> <br /> FL Elev: 45.50 0 + Elev. 45.55 <br /> U + L - Elev. 44.91 44 <br /> � Right Gutter Grade o FL Elev. 45:26 <br /> 44 <br /> g - + Ft Elev. 45. 10 C Elev. 45.08 <br /> Ln <br /> o'_ 50' 100 _ - - - -_ 12;' x8 F.F. R.C.P. (Cl. v) <br /> HORIZONTAL - - S_0.0021 4L <br /> _ <br /> 0 2 4 - <br /> 42 <br /> VERTICAL <br /> PROFILE SCALE - <br /> SHEET <br /> TOTAL <br /> 40 0 <br /> CU. EXC. 4 11 16 19 39 42 37 54 43 32 8 14 23 27 369 z <br /> YDS. EMB. 34 47 37 19 12 10 6 4 2 5 2 2 5 12 197 <br /> STA. 449 450+00 451 452 453 454 455+00 456 457 458 459 460+00 Ld <br /> 461 462 463 <br /> UFILE <br /> DATE PROJECT ENGINEER DATE CHECKED DATE __SUBMITTED DATE AP VED DATE PLAN AND ELEVENTH STREET WIDENING SHEET TOTAL <br /> COUNTY OF SAN JOAQUIN SCALE AS SHOWN "° SHEETS M <br /> 6� 9s �9 , Fj,��� EL yam PROFILE ( 1000 ' W/0 Cabe Road to Chrisman Road ) 4 8 <br /> DRAWER SHEET WD. ACAD <br /> S y Ji E: \ERIKA\ELEVENTH',,PL or'1 <br />