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l <br />'I <br />I <br />37 g l <br />37 <br />1 <br />5 <br />LIMITS OF CLEARING AND GRUBBING <br />' <br />Q <br />Sta.7+00 to Sta.12+51 <br />1 <br />I <br />I I <br />11 ' <br />Limits of Earthwork <br />(Misc. Areas) <br />I <br />�I <br />I <br />to <br />r- <br />I <br />o <br />o <br />`1? AC +7W <br />Z <br />CONST. 18" S.D.I. <br />cV) <br />7T 1 <br />\I <br />w/49 L.F. 12" Alt. Pipe <br />+ <br />► <br />11 I <br />I m <br />Sta.7+9'7 1V Lt. <br />Exist. M.H. Sta.12+51.04 I <br />11 <br />1 <br />3 3 3 <br />3 <br />Inlet 8.00 <br />3 <br />to remain in lace <br />p 1 <br />i <br />o 0 6 6 <br />o <br />F.L. 3.25 <br />3 <br />N <br />I/ <br />► <br />o N I cN CN <br />I � � <br />I <br />I <br />1+ I + <br />+ <br />Sta.12+31.57 Pine St. I I I 1 1 <br />~ <br />N � <br />I I 11 <br />Sta.1 1 +37.68 Sac. Blvd. <br />f' <br />I <br />I I I I <br />I I I I <br />I I <br />1 <br />6 1 <br />I <br />1 <br />1 o j I <br />I <br />R& Dt18" Exist. 13o I 1 o I I <br />I I 11 <br />1 Ci <br />1' <br />/ I <br />Z <br />q <br />I I <br />I I <br />I <br />M I <br />PINE <br />I <br />I <br />I <br />I <br />STREET <br />I I I <br />I <br />C.M.P. X -Drain I. I ' �' I I <br />I I <br />I <br />I I I I <br />/ I <br />4! <br />I <br />I <br />INI I <br />I <br />Sta.9+30 . Ref. 1 1 <br />I <br />Typ. Trench Detail <br />Sht.5 I I <br />I <br />1/ <br />I <br />I I v <br />��-- /--�-----JE ---1-f-- ---- -- ®------�---- <br />- \ \---/ \--------/ <br />----� <br />\------------ <br />----- ------- <br />R/W <br />--- <br />/ <br />---�r------ <br />---- --2-G-- <br />_ <br />\---- <br />-.=GJ= R/W R/W X I <br />- -�-.. =J-�' --II - 4'-----�-�---------- <br />\.._-J/ - \ I I <br />--- EP -------/ <br />�----- <br />\ ---------- <br />/ <br />--- <br />/ \ / <br />EP-------- - <br />--------��N--=----------FEW <br />---------ER-------� <br />---------------BYV----�I <br />�I I <br />I <br />Q <br />----u- ----------,---------------------------------- <br />---- <br />----------j---------- <br />\\ <br />----------- <br />S 890 21' <br />45 W Ir <br />1 - 2 <br />EP---------�-T-----�--- <br />3 <br />----€P---- <br />\ / \ <br />n <br />4 <br />------- <br />/ <br />5 <br />MH <br />/ <br />----- -- <br />c� <br />6 7 <br />- �P--------- ----- <br />\ / \ / <br />-- <br />8 <br />_ _ <br />EP ------- M.H. -- �- -_ ------EP <br />C---_� / \ <br />------ <br />__-------------- <br />---------- - <br />- <br />i MH <br />I I <br />-- <br />_ <br />-------- <br />--��-- $- <br />TC--� _ <br />_ <br />f .-.-- T`----�C---- <br />R/W <br />R/W <br />R/W <br />i <br />I I <br />1 <br />MH <br />I I I I <br />3 1 <br />161 <br />3 I <br />13 I <br />1 3 1 <br />I 3 i <br />z <br />� <br />c� 3 f <br />I <br />I? I� I� 18" x 1 ss' <br />I I o I <br />1 <br />I I <br />t <br />o I <br />I o I <br />I o f <br />o <br />1 <br />Z o <br />I 1 <br />I o I Alt. Pipe <br />I <br />04 <br />. � <br />�m <br />o <br />I M I <br />_� I� I N I <br />I I I <br />21 ' x 202' Alt. e <br />D <br />CONST. 18" S.D.I. <br />I <br />.�. + c~v <br />�n <br />o w/15 L.F. 12" Alt. <br />Pie <br />+ <br />(1 I 1 <br />a Sta.8+42 20' Rt. <br />204+Inlet <br />cu <br />8.15Sto.0+00 <br />CONST. 18" S.D.I.and <br />Int. Thornton Rd. <br />LEGEND <br />F.L. 3.00 <br />18 L.F. 12 Alt. <br />Pine Street. <br />N Sto.10+42 23' Rt. cn <br />_o <br />(nw <br />00 � Inlet 8.00 <br />60" Alt. Pipe (See Sheet 4) I <br />o v F.L. 3.50 <br />I 1 I <br />Exist. <br />Tree <br />- TC - <br />- -- - <br />Exist. Underground <br />Telephone <br />Cable <br />to to <br />' I �o <br />® <br />Exist. <br />Water Meter--- <br />G --- <br />Exist. Gas Line <br />Limits of Earthwork (Misc. <br />Areas) <br />I <br />Limits of Earthwork <br />(Misc. <br />Areas) <br />1 li <br />I>< <br />Exist. <br />Water Valve <br />---g"yy--_ <br />Exist. Water Line <br />� I I <br />Notes: <br />mM <br />Exist. <br />Fire Hydrant <br />Exist. Drainage <br />1. See Construction Notes on Sheet 6 for locations <br />?I <br />Exist. <br />Power Pole <br />of A.C. Misc. Areas (Trench Repair). <br />X <br />Exist. <br />Fence <br />2. Alt. Pipe denotes Alternative Storm Sewer Pipe. <br />-�- <br />Exist. <br />Street Sign <br />3. The Contractor shall remove, salvage and reinstall all signs <br />as directed by the Engineer. <br />13 MH <br />Exist. <br />Manhole <br />CONSTRUCT M.H. <br />Sta.8+43 5' Rt. <br />CONSTRUCT M.H. <br />18" Inv. 2.24 R & D <br />18" Exist. <br />Sta.10+42 5' Rt. <br />12" In. N 2.75 <br />X - Drain <br />21" Inv. 1.75 StoA 2+51.04± 5' Rt. <br />12" Inv. S 2.75 <br />18" Inv. 2.00 Existing MH <br />Inv. <br />3.30 <br />i rGrade <br />� <br />Exist. � Roadway <br />Profile <br />10 <br />10 <br />- <br />--- ----- <br />- <br />- <br />II <br />------- <br />_�_� <br />- <br />2" Gas I I <br />8 <br />-.�:--- <br />f. J <br />61 WojeV <br />8 <br />Exist. Gutter Grade Rt. <br />_ <br />- -" <br />-- <br />_v T I Cable <br />-------- <br />---- <br />TB ----- <br />4 <br />I1 <br />4 <br />------ <br />------------ <br />I I <br />x,199 L.F_ <br />8" Alt. Pipes ®S=0.0012 <br />II <br />2 <br />1- AIt. Pipe ® S=0.0012 <br />---_ <br />I <br />t <br />-77A <br />3 <br />Conform to Ex <br />st. <br />17 <br />21 Stub at <br />.H. <br />0 <br />tr 9:, <br />4 <br />60" <br />Alt. Pi e <br />SHVET <br />(SE <br />41 <br />it <br />II <br />LJ <br />Cu. <br />E <br />, <br />Yds. <br />E <br />4 <br />z <br />1 2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 g 10 <br />11 12 <br />DRAW <br />DATE <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />SUBMITTED <br />DATE <br />APFf <br />OVED <br />DATE, <br />PROFILE HORIZONTAL 1'= 40 <br />THORNTON DRAINAGE PROJECT <br />SHEET <br />TOTAL <br />J.C. WHIT <br />�s/2s/ai <br />y <br />Y <br />u/h� <br />/7/yz <br />� -_ <br />1,/i/'z <br />17,,XW, V <br />Z/,j9L <br />COUNTY <br />OF <br />SAN JOAQUIN <br />PLAN <br />SCALE: <br />1p= 40' <br />SCALE: <br />PROJECT <br />PHASE 3 <br />N0. <br />SHEETS <br />,�.e�-. <br />,A <br />_ <br />L <br />VERTICAL 1'= 2' <br />3 <br />6 <br />FILE t <br />A E <br />DRAWER I SHEET 77ACAD <br />D:\TH0RNT0N\PPA3A3 <br />l <br />