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ON <br />133HS <br />0 <br />83MV8(l <br />30 <br />Base Bid xV, <br />SANITARY SEWER CONNECTION DETAILS. <br />Offset Rim Lateral PVC Pipe Invert <br />No. Type I Station Grate <br />Left I Right Elev. Diu. l Length slope In I out I I I I W 1 <br />--- Lamphole 32+26 31.0 Match X LU <br />Exist. <br />K <br />6' 110' 1.00% <br />SS603 SS M/H 31+17 38. 0' Match 18. 62' X Place �O L.F. CA <br />Pavement 12' Diih, R,C,P, <br />Note: Exact Location of Lamphole and Pipe Alignment to be determined by x i I (Cl. IVY open pipe <br />the Resident Engineer and the City of Stockton Representative. <br />1conne to exist. <br />II 1 lateralldrai i <br />X <br />46 <br />X X ----------- J1111111161,44AIII 011MAIII <br />x )K x X <br />IC <br />c7RP <br />S603 <br />0 j <br />+ <br />60'l CARDINAL <br />Z <br />4_0 <br />--SD-SD-SD-SD-SD SD-SD-SD-SD-SD- <br />1,31+00 <br />1 <br />[--SS-SS-SS-SS30+00 -Ss-ss-ss-ss-ss-SS-SS- Ss_SS 1 1 SS -SS -S60 <br />C: S 601 <br />_j (1) - - - - - - - - - - - - - - <br />7- <br />.A-- to L CB602 <br />G - <br />0 <br />X -*"X X CE16 <br />B609 <br />STORM DRAIN CONNECTION DETAILS FB605 <br />Rim Latera <br />Offset I Pipe Invert LO <br />No. Type Station I Grate + <br />Left Right Elev. Dia. Length Slope In out CB <br />CB603 18* SDI 30+94 53.0 27. 17' 12' 61' 0.25% 24. 86' <br />SD601 <br />SD M/H 1 <br />31+22 <br />0. <br />5' <br />29. 50' 1 1 24.71 - <br />CB608 <br />18' SDI <br />31+04 <br />54. <br />0' 1 <br />29. 13' <br />1 <br />26.38'1 <br />12- <br />13' 1 <br />0,25% 1 <br />CB605 <br />Curb SDI <br />31104 <br />1 41.0'1 <br />28. 76' <br />1 26.35 <br />CB610 <br />18- SDI <br />31+39 <br />1 53.0' <br />29.12'1 <br />26. 40' <br />12" <br />12' <br />0.25% <br />C8618 <br />Curb SDI <br />31+39 <br />4 1. <br />0' <br />28. 78' <br />1 <br />26. 37' <br />at <br />+0 nr-W C_?)(;0I8 an'A <br />;5. <br />If j <br />107' <br />Conform Transition for Base Bid <br />(In the event only Base Bid is awarded, <br />,* II conform at Sta 31+90) <br />Additive Bid Alternate A <br />new G& V <br />+ <br />en <br />U <br />0 <br />00 <br />+ <br />r <br />Cd <br />+ <br />0 <br />X 1" 0 <br />r ) A <br />i <br />X <br />I X <br />(A <br />LU <br />X <br />(A <br />W <br />X <br />X <br />X <br />X <br />LA <br />I � <br />U) <br />L <br />� I <br />*CB 06 0 <br />0 un _j _Lr) -X-X-X-X-x- <br />L0 �k 'AI 0�� X L11111- X III IN 111111111 + L -x-x-x-x-x-X-X-x <br />_X <br />+ <br />-Ri6ht-of-Way <br />4A <br />"'Construction CB 15 W _42* CB614 <br />6# Center Line <br />Center Line <br />Ln <br />CM60 + <br />CB 16 Ln <br />L 4 <br />W------- VI <br />W w Y� W <br />w ------- L W W 6 <br />W2 it <br />A I Ln <br />Ns LA AV "N E 4­1 <br />Q) <br />D603 <br />L ,I I /7 -C <br />8 1 1 X= - - -- --- 35+00 V) <br />-ss-ss-ss-ss-ss-ss-ss-ss-ss-ss-ss-I <br />0 --- ss 33 P-OG-ss-ss-ss-ss--ss-SS-Ss---(M/ Ss C: <br />f-ft SS_SS -ss- SS -ss-ss- <br />SD602 32+00 SS602 <br />% Q) <br />fs Cc <br />V) <br />- - - - - - - - - - <br />-4� <br />-- - - - - - - - - - - - - - - <br />(�EI617 <br />G __4Q _G G__ G­ In. L <br />V <br />G IS G[- G G, G G <br />IM <br />\' � � ;�B6,i2'l � � I - ___ .- _ - - -...- -- I I H <br />LI.L=,�iiiiiiiiiiiiiipL--�X-X-X-X-x-x-x-x-x-x x x _x x_x_X_x_x_xi <br />-X-X-X-,A-x Lm 0 0, �11 x x x x-x-x-x <br />X X�x X �_X-x <br />x-x-xl---X-x- <br />*CB614 STORM DRAIN CONNECTION DETAILS. <br />tg <br />.0 /, Offset Rim / Lateral Pipe I Invert STORM DRAIN CONNECTION DETAILS, <br />X No. Type Station Grate Offset Rim Main Drainage Pipe Invert <br />Place 8 L.F. Left Right Elev. Dia. Length Slope In Out No. Type Station <br />Curb SDI 34f36 2 1. 0Left Right <br />' 28,85' 25. 85' Elev. Dia. Length Slope In out <br />SD602 18" Dia, R.C.P. (Cl. IV) CB613 I � , <br />B Plug Pipe End 12' 28' 0.25% SD701 S 1.9 .. D M/H 36+43 _Vre 40 25. 19 <br />0 4 <br />SS <br />Invert 0 M/H=26.84', S=0,08% 18, 298' 0.03% <br />CB614 18* SDI 34+12 35.0, 28. 25. 7 25. 68' <br />(in the event only Base Bid 8, 12' I 48' 0.25% I SD603 SD M/H 33+46 0.6 25. 10' 25. 10' <br />X L�ls awarded) 18- 187' 0.03% <br />0 28. 18' 25. 56' 25. 53' <br />CB615 18' SDI 33+64 35. SD602 SD M/H 31+60 0.3, kvq. 1 'r ' 25. 04' <br />I j 1 12' 27' 0.25% 1 <br />CB616 Curb SDI 33+41 21.0, N <br />1 ' 25. 46' 25. 37' <br />-7 28. 64Sta. 31+60 12' 22' 0.2 r7ECORD DRAW <br />Construct Manhole •RV <br />i (7orrections 041-- e <br />SD603 SD M/H 33+46 0. 6' 1 I�q, <br />CB617 J Curb SDI 33+46 21. 0' 1 28. 63' 25. 63' P,11- r.hanges Rv&' <br />1 <br />12' 22' 0.25% <br />1 <br />25. 58' Any Person Using This Drawing Should Verity <br />SD603 I SD M/H 33+46 1 0.6 29. 25' 1 <br />CCU (0 1 <br />A111 k4offnation Ely inspecting 1116 OIL" W1 VVIVI rk <br />31 +17 (8' Rt.) <br />*C6604(Lt.) Exist. M/H SS601 Exist. Center Line Original Ground (Lt.) -original Ground (Rt.) Construction <br />B61 1 (Rt.) - - - - - - - - - - - <br />*CB609(Rt.) - <br />- - - --- ------ <br />1 U0 <br />:i <br />CB606(Lt.) itH M/H SD603 <br />it <br />_ _ _ - I - <br />- - - - - - - - <br />- - - - - - - - - - - - - - - - - ______ <br />CV <br />it it it L0 <br />it <br />- - <br />it it <br />C6614(Lt.) Z <br />V) <br />C8605 Larnphole 4-a � 11 [Exist. Gas Main <br />(Rt.) 11 <br />Exist. Water Main II C8618 C8613<Lt.) <br />-Flow Line (Lt. & Rt. CB616Q�Q <br />-7-777-7- �--777-7-71 7 <br />(Rt.) <br />t _ CB608(R ­]-77 <br />------- �77-, --7777-7 _�77-7--77- <br />____L , , CB615 <br />7 7 7 E j-, 7j:77`­7,_I_!-,---_'__,LL <br />77"<� - - - - - - <br />I I it J Q) <br />'I r it --------------------- -------- ------- ---------------------------------� <br />- - - --------------- ---- --- --------------------------- <br />- - - - - - - - - - - - Z: IV[ cz V) <br />it <br />4-1 -------- ----- <br />H tTygl -- ------------------------------ <br />---------------------------------------------------------------------------- ------ ----- -- --- ------------------------------------------- ------ ------------------------------ <br />--- ---------------------- <br />CB610(Rt.) S:!,003% <br />L <br />0 S:�0037. <br />LO 0,25%_ - -- --- - <br />G. <br />18"0 RCP CL-IV - - - - - - - - - <br />C8603(Lt.) I Sanitary Sewer t <br />Exist. 8" Di <br />Exist. 24' Dia. i i I Exist. 8" Dia. <br />CB617(Rt.) <br />Sanitary Sewer <br />6 6 Storm Drain <br />-+- Z 12" 0 R.C.P.- <br />GO (Class IV) i 131+35± <br />Exist. 42" Dio. Exist. M/H S602 <br />Water Main <br />U <br />I A20 <br />--,Exist. 8" Dia. I 6 Dia. PVC Pipe <br />Sanitary Sewer <br />ij <br />Inv. Ele.=18.62 <br />M/H SD602 <br />li <br />31+22 (@ CL) <br />M/H SD601 <br />_SS603 Exact locations to be determined by R.E. and <br />Representatives of the City of Stockton. <br />15 <br />STA <br />DRAWN BY <br />Y, ?,I"& <br />C)TIA&WHI <br />FILE NAME <br />30 <br />31 <br />DATE <br />PROJECT ENGINEER <br />DATE <br />CHEC-KED <br />DATE <br />APPROVAL RECOMMENDED <br />DATE <br />8105 <br />; <br />8/11/os- <br />DRAWER. <br />SHEET NO <br />ACAD <br />REVISIONS <br />DATE <br />A• <br />If <br />C <br />00% <br />4 <br />E:\Projects\2006\Cardinal\Plans\FinaI Plon\Utility Plan & Profile <br />3 11 2 33 <br />SCALE: 1 "=20' Horizontal UTILITIES <br />COUNTY OF SAN JOAQUIN 1 of =2' Vertical PLAN AND PROFILE <br />34 35 <br />CARDINAL AVENUE IMPROVEMENTS <br />(Main Street to Weber Avenue) <br />30 <br />25 <br />20 <br />15 <br />ST4 <br />SHEET TOTAL <br />NO. SHEET` <br />20 31 <br />Z <br />