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T. 2S . , R . 5E. , M . D . B. & M . SURVEY LINE & SECTION LINE N89030'32E SEC . 22 SEC . 23 CONST. N89-30'327 E — 100 A.C. Trans. Remove and Salvage Existing Metal Beam Guard '50' 0- Railing Elements and Terminal Section (Type A) Lo Ln Q, J + O + O O° Ln CONST. N8T39'08" E ii ,LO Remove Existing Concrete Curb CL CONST. N88'33'43" E E ° 1 0 N z J T >' ° 0 a r o T 3 3 R/W - cn cn v 00 LJ ° c >, + Q W L'i !. � Existing fence to 3 0 0 a `,n° w ° I.7 ° ®a " �k Q) R/W. remain in place. 3 0 0 + 0° ° Q 0 +� 0 + E.P.- a c � 0 oLn — zovvvvvvv E.P. N -- In ® O ® 0 ® O c +CL F- " vvv vv vv II N + H _. . ._...._ _. . . - _ N X 11 II CO Q 0 ° ii � -- 474 47 _ < > M 4 8 a 469 47(3 47.1 472 473 N U -� - - 48 K 474 n 475 476 7 - - ¢ _ i- I - - I - - I - - - - 47 In 75�n — _ - 467 468 469 470 471 472 473 —Ln 04 G4 L0 - ------ - --------- - —G4 --- _ G 4 ----- > T 3 0 0_ > o 0 0 o R/W. 3 T w E P w Sta. �0 4F Adjust Grade.> U U O 0 n D3 0 � > � 3v 3v aQ, d w � w a E.P. aoo r0 J 0 �j o � OU o _0 m + � + I + ~ + � R/W ° 00 in � o ° o, N °o -° Sta . 474+04 Existing Signal T Existingfence to + °, ^ � � � �- 9- � 0-) Remove existing Concrete standard to remain in place. 6 J J J Sta. 471 +68. Remove existing- remain in place. Sta. 464+05. + b0 3- in c0 Pull Box. Place No. 5(T)- Curb and Asphalt Concrete Place Type 2 S.D.I. o � � � n o� Ln Dike. Io ESS/H l yp Proposed Ln CO x x Traffic Pull Box. Refer to Sta. 463+31 . Place Type 2 ServicePointx r- e O 's S.P. ES-8 for Details. + o q. I �� y _ & CO N a-) Construct Concrete Al -8 No. 212589 Existing Utility c0^ + + S.D.I. Refer to Sheet No. 6 for + � Curb Median. See Sheet * Ea Pole-P.G.&E. � s-ao-si S.D.I. and Grate Details and No. 7 for details. s� � S.J. Co. Drawing No. S-4 3- 1�2 Sta. 471 +97 Remove existing 9T C/ for Frame Details. storm drain inlet. Construct Storm FCF CAL�F�� AB LEGEND Drain Inlet (Type 3). Refer to I m Storm Sta. 465+35 — 42 Rt. Relocate Cantilever _ �' \ ; � Existing Loop Detectors Sheet No. 6 for Drain Advance Flasher Beacon. Refer to S.P. ES 9A Inlet Details. for Base Details. Obliterate Asphalt Concrete 1 - 1 /2"C, 2 #18� Surfacing 2 #10 SEC . 27 END OF PROJECT SEC . 26 U . S . G . S . DATUM 01 50, _ 100 - E 52 52 0 °? _ A.0 Median Gutter Grade PLAN SCALE c° n r cn , �n o + `n r_ A.C. Gutter. Grade(Rt.) 50 50 -O44� + a tr d 00 ro Ln Grate Elev. 47.50 - - - - 0.30% + Q + o r-� `t izj Grate Elev. 47.50 oa -0 o M d 48 48 n O+--0-:22% 0.607 } + + —0:20% + cNv O CD / +0.25% -- — + —0.50% + p,25% Level , d � _ i1 „ �--t� n __ -0:38% + 1 ry 8„� _ � +0.38% --------------- � � � ,1 ___ _ i �--------------------- ------ ---------------- - --- --- ---- - ii 46 109 L.F. X nu - ---- 46 72 L.F. x 18'� Class V) + -- o R.C.P. ( oo S — 0.0028 -- — d r� \ i1i ii ii J --- -- S - 0.0028 Z F.L. = 45.64 O --- ------ i — Right Gutter Grade ------ -- _------------- 0 + 9 n uu_-------- C - - -- - -- --- u Ur— -------- 44 44 + - 0' - 50' -�0' - 42 HORIZONTAL 42 VERTICAL PROFILE SCALE _ SHEET GR4ND 40 TOTAL TOTAL z CU. EXC. 19 10 12 31 26 40 41 38 36 7 0 0 260 629 X Li YDS. EMB. 40 48 58 41 29 17 30 38 11 2 2 3 319 516 z LJ STA. 463 464 465+00 466 467 468 469 470+00 471 472 473 474 475+00 476 477 11 L�J - — DRAWN_BY _DATE C H E T C T.iL , PROJECT ENGINEER i DATE CHECKED DATE SUBMIT ED DAME F'P 0\'ED DATE PLAN AND E I_ FV E N T I l _) T R E F T ,I`I I D f 7 No HI E rs r 7*.A t d/�95 �, OUNT ( OF SAN JOAQUIN � -�� E 1. J � � PROFILE 1000 ' W/o Cabe Road to Chrisman Road 5 8 FILE NAME _ DRAWER SHEET N0. _ ACAD- 0 — 4 4 E: \ERIKA\ELEVENTH\PLAN2