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ME <br />25 <br />WX <br />15 <br />x <br />'ON 1J3HS 83MV80 <br />I i STORM DRAIN CONNECTION DETAILS <br />u STORM DRAIN CONNECTION DETAILS <br />A <br />I <br />N <br />� <br />O <br />x <br />I: <br />LU <br />x <br />N <br />LU <br />x <br />}"_'� x <br />No. <br />Type <br />Station <br />Offset <br />Rim / <br />Grate <br />Elev. <br />Lateral Pipe <br />Invert <br />Left <br />Right <br />Dia. <br />Length <br />Slope <br />In <br />Out <br />CB401 <br />Curb SDI <br />17+79 <br />21. 0' <br />29.03' <br />26.68' <br />12" <br />28' <br />2.00% <br />CB402 <br />18" SDI <br />18+03 <br />35.0' <br />28.60' <br />26. 12' <br />26. 10' <br />. <br />12" <br />25' <br />2.00% <br />SD402 <br />SD M/H <br />18+27 <br />37. 0' <br />25. 60' <br />CB403 <br />Curb SDI <br />18+74 <br />21. 0' <br />28.84' <br />25.84' <br />12" <br />28' <br />0.25% <br />CB404 <br />18" SDI <br />18+50 <br />35.0' <br />28.30' <br />25.77' <br />25.77' <br />12" <br />24' <br />0.25% <br />SD402 I <br />SD M/H 1 <br />18+27 1 <br />37. O' <br />25, 71' <br />Z Offset Rim /ING <br />Lateral Pipe Invert <br />0 DD <br />x No. Type Station Grate 111 iii {"... <br />Left Right Elev. Dia. Length Slope In Out r'or�r�tbris �y <br />7 / <br />CB416 18" SDI 20+58 48.0' 28.50' -: 25.63'■ <br />x o Changes By <br />x # I 12" 0.25% Date 6 <br />x CB417 8 M/H 2O+85 9. 1' 25. 53' Any n Using This DFawing ShoU d V�rlfy ° <br />4 <br />O CB417 18" SDI 20+85 36. 0' 28. 96' 25. 96' All 16fOrmatiOn BY inSPecting the Site Of Work v �nbo <br />7( 12" 31' 1 0.25% <br />I' x <br />SD403 SD M/H 2O+70 9. 1' 25.88' <br />I LU I I CB420 Curb SDI 21+46 21. 0' 29.30' 26.30' <br />x 2q.-7i 12" 1 82' 0.25% <br />I1 I SD403 SD M/H 2O+70 9. 1' 26. 10' <br />y ! x <br />* C�r1� C.o tj I i c�)C'8411 .a 9.48 ' � I I ( x <br />N <br />+....�. x B41 S <br />'y 1 \\ 1-.dfKi.Sxtt�etik ml£...n 5.a:.n7 x x mow.. x x <br />x 7[ I j r�r CB414 IB416 <br />Xx <br />Right- of- Way Construction <br />CB402 / "CB412 ;� I I <br />8404 Center Line Center Line x-x x x-x-x <br />i <br />CB418 <br />18" SDI <br />20+76 <br />36.0' <br />28.52' <br />26.92' <br />12" <br />34' <br />0.25% <br />S0404 <br />SO M/H <br />21+09 <br />35.0' <br />29.06' <br />2�8] <br />-xxx-x- <br />bL 402 I 4 i ! 29.G3 -x-x <br />B417 i <br />t N <br />O i <br />Lo ! CB401 - -- n - <br />:'' �J - _. _-.. ... - . _..._ I .- _. __. ._ - ' -- ! . `i __ - -._. _. / ^ y ���Was" somrl� <br />- - -== - 03413 - - - - - - _ <br />--- --- N -" ` - ---- <br />i <br />Ln <br />_O O SD401 W ro O) <br />U> Z -art S:)SD SD SD SD SD SD SD SD SD SD S6-5D - -SD -� sD - SD-�- - <br />SD403 p p <br />CARDINAL s SS4oz AVENUE z <br />N � I ss ss ss ss 18 �0 Ss4o1, ` s��ss ss ss ss ss ss ss ss s � ,_� <br />19,+00 <br />20+00 21 Ss SS Ss ss ss ss ss ss ss SS ss sS403 i v <br />-- G 2„Gas G G G � - - G -- G -- G G G G G 2'Gas G G G- G G G G G- G G- - G - G - G G G2"Gas G --�_ �� �� 22+00 <br />O ! -- - - - - - - - - - - - - - - - - - - - ------:: - - - - - - - ti L:TSS SS SS---SS- <br />o------------------------ ------ --- <br />t� C8405 0+ \ ! Exist, Ditch so� + ---- :--- --------- J <br />T <br />%" <br />- - <br />«-, - <br />DitchExist. 840c <br />U <br />- t, x <br />CB420 <br />B406 r <br />,�* x <br />x <br />x <br />Place 40 L.F. 09 CB418 12" __ - 1 x <br />24" Dia. R•C•P. (Cl. IV) M, s <br />H SD4(14 9 <br />Plug Pipe End x I <br />Invert ® M/H=24.80' <br />S=0 08% I -� STORM DRAIN CONNECTION DETAILS -( I `� <br />• <br />x; <br />y <br />x <br />JCA <br />J I ��x' <br />>< <br />I <br />LU <br />I <br />0 <br />_ x <br />, <br />No. <br />Type <br />Station <br />Offset <br />Rim / <br />Grate <br />Elev. <br />Lateral Pipe <br />Invert <br />Left <br />Right <br />Dia. <br />Length <br />Slope <br />1-7Out <br />CB406 <br />18" SDI <br />18+04 <br />36. 0' <br />28, 49' <br />25. 99' <br />12' <br />29' <br />2.00% <br />CB405 <br />Curb SDI <br />1 17+80 <br />1 <br />21. 0' <br />1 29, 03' <br />1 <br />25. 41' <br />25. 41' <br />12" <br />1 54' <br />0.25% <br />SD401 <br />Sn M/H <br />18+26 <br />1 5. 7' <br />1 29.06' <br />1 <br />1 <br />25. 28' <br />CB408 <br />Curb SDl <br />18+74 <br />1 <br />21. 0' 1 <br />28.84' <br />215.81' <br />12" <br />28' <br />0.25% <br />CB409 <br />18" SDI <br />18+50 <br />1 <br />35.0' 1 <br />Adjusted <br />I <br />26.74' <br />CB419 <br />18" SDI <br />21+23 <br />35.0' 29.00' <br />26. <br />12" <br />14 <br />0.25% <br />SD404 <br />x <br />SD M/H <br />x - x <br />21+09 <br />- <br />35.0' <br />26.84' <br />I <br />I <br />i <br />■� x I N <br />Place 8 L.F. <br />x x I o <br />b 24" Dia. R.C.P. (Cl, IV) <br />o <br />I I H <br />Plug Pipe End <br />Invert @ M/H=26.84 <br />I <br />X x <br />S-0.08% <br />I <br />MI ! <br />N� <br />I <br />18+26 (6' Lt,) Exist. Center Line <br />CB402(Lt.) Exist. M/H SD401 <br />Original Ground (Rt.) Construction <br />CB41 1(Lt.) Original Ground (Lt,) �,�- <br />f CB409(Rt.) C8408(Rt.) <br />_ - --_--- - - - - - -- - II II i 8419(Rt.) --=z -- ---- u - i <br />® --- 30 <br />u7 I I IIY �/ - - <br />II IIY !*CB415(Lt.) If i i 11 <br />I I I II <br />II it <br />Exist. Water Main I ! II I t II <br />I I I 1 II I! II <br />i° II U Y I <br />Flow Line (Lt. Rt.) Gas Main *C6414(Lt•) -►n, II II ig It <br />I! EXISt <br />I1I1 11 <br />- - - - - -_ <br />- - ---- - „I<------II*-__--I' --- -�_----------------------I-- - - - - - - - - - - - - - - - - 11- --�- - - - - - - 1-- -------------------------ii <br />---_--_---- --__--- IIII _--- <br />- <br />3 - - - -- - - - -- - _-1 -z--I- ----- ---- ---�T--�_- - - - - -- ----- I-,-__ -----__-_---J- <br />------�------1--------_--- ----____-------�-------------------------- --_-`--�--I- __________________- <br />- - - - - <br />rt <br />� _ -I1I <br />- <br />_ T <br />_ t -+ +- - - - -------------------- - - - - ------------------ ----- ---- <br />' -------- <br />i <br />rl------ <br />C6416(Lt0.25% Typ- <br />III <br />0.25%0.25% IIC6401(Lt.) 10 �0.2590.___ I C6403(Lt.) 12" 4 R.C.P. C8420(Rt.) <br />CB404 Lt. ---- CB417(Lt. I (Class IV) Typ. I <br />CB405(Rt.) C6406(Rt.) I I �=---- ----------------- 20+70 (10' Lt.)21+09 35 Rt. <br />25 <br />(Rt.) 120 R.C.P. -Exist. 30" Dia. Exist. M/H SD403 Exist. M/H SD404 I <br />- <br />(Class IV) Typ. Storm Drain I ! <br />--- - CB418(Rt.) I i Y Q <br />II <br />II <br />- 18+28 (37' Lt.) <br />I I <br />I I Exist. M/H SD402 I I I <br />I I I I I <br />1 <br />1 <br />I I I <br />I I I <br />I I 4-J <br />I I I Q) <br />I S <br />I I I I i i C <br />I I I I <br />20 <br />I I II II <br />--- <br />li it i i -C (n <br />I II•!I <br />I <br />I <br />I I ! I i i C7 <br />I I I I I I <br />I I I I I I I <br />I I I I I I <br />I I I I I I <br />I I I I I I <br />I I 1 I I I <br />! I I I I <br />I I I I I I <br />I I I I I I <br />I I <br />Exist. 8" Dia. <br />Sanitary Sewer <br />I <br />I I <br />Exist. 8" Dia. I I <br />Sanitary Sewer - <br />I I <br />18+22 (2' Rt.) <br />I --- - 15 <br />Exist. M/H SS9 It <br />- - - -- - - -- - -_ T 21+01 (1' Lt.) <br />Exist. M/H SS402 `r'L-_ - -- -- - - <br />23+37 5' Lt. <br />L_J Exist. M/H SS403 <br />STA. 1 18 <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED <br />FILE NAME DRAWER SHEET NO. '�gCAD <br />C, I W S E:\Projects\2006\Cardinal\Plans\Final Plon\Utility Plan & Profile <br />19 20 21 22 23 STA. <br />DATE APPROVAL RECOMMENDED DATE SCALE: 1 "=20' Horizontal UTILITIES CARDINAL AVENUE IMPROVEMENTS SHEET TOTAL <br />:� -as � �� " / COUNTY OF SAN JOAQUIN 1 „_2, NO. SHEETS <br />Vertical PLAN AND PROFILE (Main Street to Weber Avenue) 18 31 <br />REVISIONS DATE <br />