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a <br />'ON 133HS 83MV/JCI <br />STORM DRAIN CONNECTION DETAILS <br />°' ?- <br />lu <br />X <br />Construction <br />x I I O, I { <br />Rightof-Wa Center Line <br />X I N x <br />y f <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 />CB502 <br />18" SDI <br />24+52 <br />19.0' <br />28.99' <br />25.99, <br />12" <br />16, <br />0.25% <br />SD501 <br />SD M/H <br />24+52 <br />3.6' <br />29.54' <br />25.95' <br />C8503 <br />18" SDI <br />24+52 <br />21.0' <br />28.99' <br />25.99' <br />12" <br />25' <br />0.25% <br />SD501 <br />SD M/H <br />24+52 <br />3.6' <br />29.54' <br />25.93' <br />a Ct")e— Ott) . <br />x - —c, dr'reWa <br />Center Line �9•�i x—x <br />A x —x�-_ <br />xx <br />x --fixx x <br />�� .., F-M--_x-xl x-x x_16 x-11 - x�% , Ix x-x---x x"--x-_ -x�-x x <br />_X_X \\ I <br />x <br />x / I I 1 \ <br />41) <br />C._.B_M <br />x Fx—xI�x� x x x-_xCB50I x__-�x <br />Jr--_•x _ ■•�II -��---.:..--.-_a--_-.w ._iI .\r..-„�-.--_ �- "-._-._-_.-__-_----'V-f _----- �w-�-./-r.�j; --- --�---- II -�- /- ;I -- - ---- -,II <br />- .. <br />O <br />_1_­.____'.__.___._ <br />- - - - - - - - C8650- - LC7 <br />O4 n4� <br />N 1 • <br />IN <br />+ CB502 _ — a O <br />ff) 00 i — — — — — — — — <br />N� - - - - - - - - - - AVENUE - - U)Z <br />`V 24" 502� <br />� � CARDINAL � D501 24" s �5�D SD SD SD SD SD SD 50 5D SD SD so sD SD SD SD sD -SD SD—�M�SD so so so SD SD SD sD SD SD SD so so SD SD SD I +� <br />s - tD504 N <br />�Z <br />�-; SS SS SS SS s+04S SS SS SS SSI N <br />O ^ ' s ss ss ss ss s � D� ss ss ss ss ss—�M ss—ems+-� ss ss ss ss ss ss ss ss ss� SS ss ss SS Ss s+�ss ss- �sk��ss ss ss- -�_-/ <br />I Q) L—s5 SS sS Ss--�'rSF�—sS s5 5 — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — -- — — — — — — — — — — _J <br />SS501 _-----------_— <br />Or <br />—.--- <br />/ �.— \ s 1 _ _ _ --- - —---------- i /----------------------- �—------- - -- ---------_— /r C <br />- - - - - - - --. '-_ - -' F. / Y " 1S�BSLS _ -. L <br />i' <br />---- - * - --- - - --- - --- - --- -- -- V <br />'�-IrRi-------------------------._...�_�_-- _ (_--_---=1=-------1- --- 2"-_ ---------�} - _- CB513'-----t�---------------T--------------------- -- - ,+� <br />------ <br />q) ------}----- - - L-- .. .-----�} ---- __ o Q - -- — _- — -- — — — — i CB512. <br />Lf) <br />Gas <br />CB503 �' N I <br />�' I -_ J__ x x x x x x x x <br />O -- - - - --- ---x - <br />- — -- - -/ <br />— x xx � . � -, ... �r�M <br />—x —x �� x— x—z�—x—x l\ � / �� t .. .. <br />., C SOu.. C1G S� <br />��. ..��..� N� a2, �U -o e e o Place 8 L.F. <br />\ N + ��� � CB510 12" Dia. R.C.P, 7X—X--X-X-X—X—X- <br />_X_X <br />��o-_�.eB5 STORM DRAIN CONNECTION DETAILS <br />'�. CI IV t t <br />o,�o h«gher }lhclr� �\ah �c���T°�_ Place 8 L.F. BA* <br />LA l Place 10 L.F. <br />Wws i nl\c dl 12 Dia. R.C.P. W x I „ <br />(Cl. IV) to connect x Cmil I I # x 24 Dia. R.C.P. (Cl. IV) <br />exist, lateral drain Plug Pipe End <br />x Invert ® M/H=23.98' <br />r/ x I vNi IiI I I 1 I 5=0.08% <br />SV <br />k <br />�771' <br />CB509 <br />18" SDI <br />26+21 <br />21.0' <br />29.15' <br />12" <br />86 <br />0.25% <br />CB510 <br />18" SDI <br />25+98 <br />32.0' <br />28.52' <br />212" <br />A28'25. <br />0.25%SD502 <br />SD M/H <br />25+74 <br />4. 2' <br />2 <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 />CB511 <br />Curb SDI <br />27+62 <br />19.0' <br />28.95' <br />25.43' <br />12" <br />24' <br />1.00% <br />SD504 <br />I SD MAI <br />1 27+80 <br />3. 7' <br />2?, { <br />1 25. 19' <br />( ) o connec <br />exist, lateral drain <br />Y <br />n r p n n p NI IU � l '7P I I <br />� I <br />I I f <br />1 x <br />( I � I <br />SD501 <br />SD M/H <br />24+52 <br />3.6' <br />29.54' <br />_ <br />24.86' <br />24" <br />123' <br />0.08% <br />SD502 <br />SD M/H <br />25+74 <br />4. 2' <br />y. `. <br />24. 76' <br />4 d{w__%Urd'k4�01 ■V Vs to \17 t ■M 7,%am ' I 1� I I x <br />Corrections By <br />No Obanges Icy <br />x <br />Date 2-5-©-7 I N I —i <br />Any Person Using This Drawing Should Verify x } , x <br />I�, <br />All Information By Inspecting The Site Of Work <br />Original Ground (Rt.) Exist. Center Line Original Ground (Lt.) <br />� Construction <br />1 <br />CB505(Lt.) 30 <br />II T <br />----� I %-------------- ---_ ii - -- - - <br />— - - - 30 <br />_ ---- ------------ ----- -- - - -- - ---- <br />- <br />- CB504(Lt.) *CB513(Rt.) <br />u <br />ill C8514(Lt.)* ili Flow Line (Lt. & Rt.) <br />Flow Line (Lt.) ii III 1 II Exist. Gas Main i i II II <br />II I� >�- C6510 Rt <br />I II „ ( ') C6509(Rt.) IT_.�ri-_��I_i.J�-� <br />Flow Line (Rt.)Li <br />-Tr77 ,7-T7_ TT <br />-,--- ------------------------T-- - 1L----------------------- ------------------—1—T-1-1—T--r — —rL— <br />L—L��t--- <br />rtT+-��=--------- - II <br />----_---- '..--- <br />1 <br />I <br />I <br />- - - - - I_.-- �-It <br />- - <br />---------------------------------------------------------------------------------------------- - ---- -- -- - —_--��_-��- -__= _ _ - - - -- ---------------------------------- ------ - -- - - - - - <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------------------- <br />- - - ---- -- ,6- t rl r <br />CB508(Rt.) i! I111 / <br />III CB512(Rt.) \ \ 1 1 / I <br />Ir _ I/ / Exist. Water Main 1� \ 1 1 / <br />CB502(Lt.) i II i / 0.25% Typ. --a I 1� - ' I - - - - - - 25 <br />C6503(Rt.) l; II ----- - - - - - - - -- - - <br />0.25� - -- I i 1 I --- - --------- <br />25 - ---- — ----------- + <br />- - - -- -- <br />CB511(Lt. I I O <br />_- <br />® 1 I 12 0 R.C.P. <br />� 12" 1� R.C.P. � � I I*C6506(Rt.) I I Exist. 24" Dia. N N <br />SD501 �24" 0 R.C.P. (Class IV) I I I <br />+ L (Class IV) Typ. L i Storm Drain I <br />12" 0 R.C.P. -' 0 <br />I I (n <br />1 <br />to 00 I (Class IV) <br />(Class IV) Typ. I I <br />*CB507(Rt.) Z <br />I <br />I N <br />27+74 (4' Lt.) i <br />O O 1 I i N <br />25+74 (28' Rt.) Exist. M/H SD504 I I N <br />Z I i.I l Exist. M/H SD503 <br />I I (D -� <br />v I u c U) <br />u <br />I iI�Ii 25+74 (4' Lt.) � I I J <br />v I it Exist. M/H SD502 I I <br />a) <br />s <br />C fi i i to <br />i" 20 <br />-- <br />20 <br />I I I I <br />Exist. 8" Dia. <br />Sanitary Sewer <br />I I I I <br />Exist. 8" Dia. <br />I i i Sanitary Sewer - - Ir - - - - - - - — - - - -- - <br />Exist. 8" Dia. I I _ <br />Sanitary Sewer <br />I I _ - - - - - - - - - - <br />__ -- -- -- ----7 r-- ------ -- -- -- -- -- $2 IstM/H SS5 <br />E02 <br />----- --15 <br />15 __ --- <br />__ -- <br />25+67 5 Rt. <br />Exist, M/H SS501 <br />24 25 26 27 28 <br />29 STA. <br />STA. �� � SHEET TOTAL <br />AWN BY DATE R DATE CHECKED DATE APPROVAL RECOMMENDED DATE SCALE: 1 =20 Horizontal UTILITIES CARDINAL AVENUE IMPROVEMENTS No. SHEETS <br />DR PROJECT ENGINEER COUNTY OF SAN JOAQUIN (Main Street to Weber Avenue) 19 31 <br />aq. n8105 ,� >`� �� `'?�o� 1 »,=2' Vertical PLAN AND PROFILE <br />FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE <br />C I ",4E:\Projects\2006\Cardinal\Plans\Final Plan\Utility Plan & Profile <br />