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r-ON 133HS � 213M` (] <br />II <br />► II <br />I II <br />I II <br />I ►I <br />► II <br />I II <br />I II <br />i 1 <br />I I <br />ca I. <br />O I <br />I <br />O W <br />I 0 � ► � ; so <br />} <br />I I <br />--- <br />I <br />Right -of -Way Limits Right —of —Way / <br />Center Line <br />I <br />BEG G OF PROJECT <br />I- -- x—X x ll—x x <br />_ .> ... r..: ..::.:: �ax.,XX%.aa._x x xX�XxX X-Jk Xxx <br />t a .,..iiii uYYl iiu AliIrr )_Ill n�uilll IIII �li��i"I "' <br />NOWYK <br />III IIIIIIIIIIII IU x K- n %_.""'"'_",ram.""'_'°` XJaw Axw -x x { <br />.- <br />I CB ] 03 CB 104 Qj _ jvs V <br />CB 108 <br />I Aso <br />SS101 Aso 79 <br />1114 <br />S° -�S SS SS SS SS SS SS SS <br />0101 so <br />I ; MN--- So SO SD SD —SD —SD —SD —SD —SD —SD— <br />I <br />0+00 CARDINAL 1+oo <br />" G 2Gas 1?• 2"Gas <br />I —G G G- G G G G---- <br />SS102 <br />v <br />SSD ss <br />— 12 <br />-SS SS SS SS SS �� SS SS SS SS SS SS SS SS SS SS�N—Ss SS SS 55 sS SS SS SS SS SS SS S� <br />SS <br />ss- <br />iD103 24" —SO—SD—SD—SD—SD—SD 24" SD <br />ss:;JDOSD SD SD SD SD SO SD SD SD SD SD <br />SD SD OLSD SD SD lSD—SD—SD—SD SD SD M� — <br />�{ I <br />\ I 3+00 [� 4+00 AVENUE <br />2+00 <br />2 G -- - G- G G —G G G --G G GG G <br />-- C------ G G -- - G -- G G -- - G---- <�� G G G G <br />-------------------- -- <br />cB10 <br />r-- -1----._...- s, ---- ---- a -- <br />, - <br />CB 102 <br />/ G a s GG G G G G -- G-- G G- CB 1b5 -- <br />N <br />r <br />/1� 0 <br />110 SO <br />s CBI <br />/ <br />-i- <br />SS103 <br />/50 <br />SS104 <br />ss ss \S��s—� M'' ss <br />i <br />sssR ss <br />ss <br />sO�D104 so�� <br />S0 <br />a <br />O <br />-30—SD—SD—SD M —s <br />SD—�—SO SD <br />SD SD <br />SD SD SDI <br />z <br />a� <br />5+00 <br />u <br />2"Gas <br />- <br />Gi' <br />G <br />G G <br />G G- G-- <br />— <br />— N —� — <br />4"Gas <br />—--Ct--� <br />- <br />N <br />_--��—_1•�1—G_--G--—Wz— <br />w --- _ <br />- <br />:_ <br />a <br />�-.N�- ..�� <br />I Ca xCB 1 1X _ x x —" " i r,�lr x� x — X — % x — x <br />I - - X x .�:�-x-x-x-X-x-'x--xXx x X-�I.�. <br />f Y:.. drag ,,e . x x f <br />I �\ 1)/J , <br />i <br />I / + AjjLAA'e-A West STORM DRAIN CONNECTION DETAILS, _ it <br />Rim / Lateral Pipe Invert <br />Offset D A- <br />I / No. Type Station I Grate r <br />x Left Right Elev. Dia. I Length Slope In Out S1 rM SAS Zt151� <br />1 `\C� 3 <br />CB101 18" SDI 0+63 32. 0' 32. 18' 30. 30' khan <br />I---Ir / <br />49 ► x <br />� <br />C6102 <br />CurbSDI <br />0+63 I <br />) <br />21.0' <br />32.18' <br />12" <br />11' <br />0.25% <br />30. 27' 1 <br />30. 27' <br />I I <br />. <br />12" I <br />74' <br />0.25% <br />I r I X <br />SD101 <br />SD M/H <br />-0+05 I <br />6. 0' <br />34.45' I <br />I <br />I <br />30.09' <br />I ' <br />5+6r- -N drA' x <br />n �l�e W4q 1t1S}q�'G� <br />CB105 <br />Curb SDI <br />2+00 <br />I <br />21. 0' <br />32.00 <br />� <br />35 <br />� 0.25% <br />26. 70' <br />1 r (" <br />S0 i q)�\ err' el Co 1. <br />I <br />5. 0' <br />32. 85' <br />12" <br />i <br />26. 6l' <br />I <br />SD102 <br />SD M/H <br />1+78 <br />I <br />CB106 <br />18" SDI <br />3+00 <br />32.0' <br />31.69' I <br />1 <br />I <br />26. 73' <br />I <br />'1 <br />12" � <br />11' <br />0.25% � <br />I <br />I <br />X <br />CB107 <br />Curb SDI <br />3+00 <br />21.0' <br />31.99' <br />213 70' <br />26. 70' <br />► <br />I <br />I <br />12' <br />35' <br />I 0.25% <br />I <br />I � <br />SU1 03 <br />SD M/H <br />2+78 <br />5.0 <br />32.79' <br />I <br />L <br />26. 62' <br />� <br />C6109 <br />Curb SDI <br />4+50 <br />1 <br />21.0' <br />31. 7T <br />I <br />26. 70' <br />I <br />I <br />12" <br />63' <br />I <br />0.25% <br />I <br />I <br />SD104 <br />SD MA <br />5+06 <br />I 7. 1' <br />32.76' <br />26.54' <br />35 <br />30 <br />25 <br />i <br />R F0,0RD DR WtNG <br />No Changes By_,_. <br />Any Person UsingThis Drawing„ Should Ver <br />ify <br />All Any <br />Binsoertinn Tb P gita Of Worte <br />Exist, Center Line <br />�- Construction <br />Construction <br />Center Line <br />Original Ground (Rt.) <br />Ori final Ground Lt. A <br />- - 1 - — Flow Line (Lt.) i 9 ( ) <br />_ n <br />1 <br />A A I I d it - <br />II It <br />— — — _ —— — -- — <br />tl ii <br />1-I2_"0_ R.C. <br />,.�P._% Class <br />l-ass —IV IIFIiI I"II Ii II I - <br />-- <br />- <br />- <br />- — T ---iIIi1I ii1lI IIinIIIIrII -- <br />ILIi , I 1IIII iI - II <br />.I �I1 -- Flow <br />l-'or'w Line - -(R-t.-) <br />y`---- <br />-iIIIIi <br />II I1II <br />�_ <br />- - --- -1III <br />i <br />1 1 <br />O <br />II '���Flow Line R) It <br />CB101Rt. II---5+03 (14 Lt. i'--5+27 (25' Lt.) + <br />CB102(Rt.) if: Exist. M/H SS103II Exist. Gas Mains Exist. CB 111 <br />2+79 (21Lt.) 1+80 (21' Lt.) Exist. CB108 4-a <br />- V) <br />ZExist. CB104 -- <br />^W-'+ <br />I <br />III III <br />-------__------- - - -------------- -- ----III!IIII - �_- ------ <br />--- - - - - - - - - - --- <br />�--------- -- - y�_y L___--__ <br />_-T-T - - ----1CB-06 t. C81 Rt)_i J� <br />+ +-?TT - T—er_Y_ CB �--- �---- -----—C6105(Rt.) -------------1- ---- <br />--___ -----_- - - - - r <br />Ir---------------LL <br />-? -- --- - ---- IITT -- -- - - ____ ______ _.�__--T r ___-r�-_� ________ <br />-----------_-_----- <br />------ ----------- -- --__-T-_T ------ - ------------------ - - I 11�1 T <br />1t--r-- ----------- - <br />it <br />--------- --- I -- 1 Exist. 1 <br />- —------- --------- Sanitary Sewer <br />-- '------ '_lu Da. Class ------- -----_—__—__U VQ�) i-0+69(21' Lt.) <br />Exist. CB103 + <br />5+98 � 1 <br />t 1 <br />I I ------ 11 <br />i I I I II I I 0, ----------------- <br />0,�5% -- - -� 1— _ __ _ _ _ _ _ _ _ _ — _ Exist. M H SS 1 4 � <br />- -I IL_ _ I ------ it _ <br />Tr <br />t1�I ;�1;1IIIIi 1 I t'I i' I:t 1I1 — _ -- - - --- - — - ---- -- - — —�II' ►IiI I - - -- -- - - _ _ - - _ �IIII IIii Class IV - - - - - - - - - tI'I' It I1 - - - - - -- - - - - 't <br />_—— - - <br />1IrI <br />It <br />.— Exist. 1 2" Dia. - 12M/ R.C.P. Sanitary Sewer <br />3+Exist. 12" Dia. it <br />4sta.-0+14 <br />I0911' LtExist, CB110 <br />Sanitary SewerExist. M/H SS102 129R.C.P. <br />(12'LClass <br />Exist. M/H SS101 <br />- — <br />I I -- <br />_U- <br />it <br />I — - <br />�I i J <br />- - <br />--T <br />L 'J Exist. 12"0 Storm Exist. 24" Dia. 5+08 (7' Lt. <br />Lateral Pipe 1+78 (5' Lt.) Exist. 24" Dia. 2+78 (5' Lt.) Storm Drain Exist. M/H SD104 <br />-0+05 (6' Lt.) Exist. M/H SD102 Storm Drain Exist. M/H SD103 <br />Exist. M/H SD101 <br />STA, <br />DRAWN BY <br />�rrc;ertl �'i <br />FILE NAME <br />�1 <br />DATE PROJECT ENGINEER DATE CHEQKED DATE APPROVAL RECOMMENDED DATE <br />8105 1�h /1 .' . I <br />8/0s- II-ZO-01 l /1 <br />DRAWER SHEET N0. "-�4CAD REVISIONS DATE <br />I101* JE:\Projects\2006\Cardinol\Plans\FinaI PIan\Utility Plan &Profile <br />a <br />I <br />2 <br />COUNTY OF SAN JOAQUIN <br />SCALE: 1 "=20Horizontal <br />1 "=2' Vertical <br />I <br />4 5 <br />UTILITIES CARDINAL AVENUE IMPROVEMENTS <br />PLAN AND PROFILE (Main Street to Weber Avenue) <br />35 <br />30 <br />25 <br />6 I STA <br />SHEET TOTAL <br />NO. SHEET! <br />15 I 31 <br />�1 <br />all <br />