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C590 - C620
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C590 - C620
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Entry Properties
Last modified
4/16/2025 11:50:10 AM
Creation date
4/16/2025 10:18:16 AM
Metadata
Fields
Template:
Large Plans - LP
Project
Project Plans for Cardinal Avenue Improvements
Limits
Main Street to Weber Avenue
Year
2005
Project Engineer
Jerry Violett
Roads Worked
Cardinal Ave.
Red Lines
Yes
Supplemental fields
Classification
Record Drawings
Cross Ref
C590 - C620
Type
Improvements
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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 />
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