Laserfiche WebLink
E,P, CE E.P. <br />I 32'-0' t I <br />2% <br />2% <br />0.17' A.C, 0,33' A,B, �--SOIL STABLIZATIDN <br />FABRIC <br />TYPICAL SECTI❑N <br />PALM AVENUE (STA, 7+00 TO STA. 17+50) <br />PARKVIEW COURT (STA, 0+16 TO STA. 2+00) SCALE1 NONE <br />3'-6' <br />I 9 <br />Exhaust <br />Vent Assy. <br />z 2 <br />I 9 <br />3'-0'X6'-8" Door <br />d <br />OVERLAY <br />SCHEDULE <br />Ave., Marshall Ave., <br />a <br />ROAD <br />APPRO ED <br />DATE <br />52' : <br />LIMITS <br />WIDTH <br />ARLINGTON AVE. <br />Berkeley Avenue {Sta. 8+62 to <br />Sta. <br />5+14 <br />to <br />Sta. <br />7+72 <br />26' <br />BERKELEY AVE <br />E.P. <br />Sta. <br />6+90 <br />to <br />Sta. <br />22+60 <br />38' <br />COLLEGE AVE. <br />Sta. <br />5+20 <br />to <br />Sta. <br />10+12 <br />26' <br />FAIRFAX RD. <br />Engine <br />Sta. <br />5+14 <br />to <br />Sta. <br />8+20 <br />26' <br />STANFORD AVE. <br />Sta. <br />4+75 <br />to <br />Sto. <br />7+15 <br />38' <br />Sta. <br />7+15 <br />to <br />Sta. <br />16+65 <br />28' <br />Sta.16+65 <br />to <br />Sto. <br />20+75 <br />38' <br />UNIVERSITY AVE. <br />Sta. <br />4+80 <br />to <br />Sta. <br />9+85 <br />26' <br />`)+0d <br />PALM AVE. <br />Sta. <br />0+60 <br />to <br />Sta. <br />1 J+55 <br />32' <br />MARSHALL AVE. <br />Sta. <br />6+98 <br />to <br />Sta. <br />14+05 <br />36' <br />BRYAN AVE. <br />Sta. <br />0+00 <br />to <br />Sta. <br />4+25 <br />32' <br />LA FOLLETTE AVE. <br />Sta. <br />0+00 <br />to <br />Sta. <br />4+55 <br />26' <br />PARKVIEW OT. <br />Ste. <br />O+A9 <br />to <br />Ste. <br />2+00 - <br />38' <br />TAFT AVE. <br />Sta. <br />0+00 <br />to <br />Sta. <br />3+16 <br />28' <br />E,P, CE E.P. <br />I 32'-0' t I <br />2% <br />2% <br />0.17' A.C, 0,33' A,B, �--SOIL STABLIZATIDN <br />FABRIC <br />TYPICAL SECTI❑N <br />PALM AVENUE (STA, 7+00 TO STA. 17+50) <br />PARKVIEW COURT (STA, 0+16 TO STA. 2+00) SCALE1 NONE <br />3'-6' <br />I 9 <br />Exhaust <br />Vent Assy. <br />z 2 <br />I 9 <br />3'-0'X6'-8" Door <br />d <br />Arlington Road, College Avenue, <br />40 <br />Ave., Marshall Ave., <br />a <br />Palm Ave., Parkview Court. <br />APPRO ED <br />DATE <br />52' : <br />\ <br />;D <br />Berkeley Avenue {Sta. 8+62 to <br />a <br />R/W <br />Const. <br />Limits of Clearing and Gru <br />50' : <br />Arlington Road, College Avenue, <br />University Avenue, Bryon Ave., Lo Follette <br />Ave., Marshall Ave., <br />SUBMITTED <br />Palm Ave., Parkview Court. <br />APPRO ED <br />DATE <br />52' : <br />Fairfax Road <br />53' : <br />Berkeley Avenue {Sta. 8+62 to <br />Sta. 22+60), Stanford Avenue (7+15 to <br />Sto. 20+75) <br />66' : <br />Berkeley Avenue o. 6+50 to <br />Sta. 8+62), Stanford Avenue (Sta. 4+80 <br />to Sta. 7+15) <br />E.P. <br />E.P. <br />Pavement Width <br />Varies <br />•T' <br />I Varies - <br />Engine <br />Conform <br />3 Spaces @ 7'-0' <br />24" Bolt -Down Frame Fluorescent Light Fixture 6' <br />& Cover with Gasket 80 Watt Fixture Typ. of 4 <br />------------- <br />Hole D, <br />DATE <br />Holes fo <br />Service Lines <br />SUBMITTED <br />DATE <br />APPRO ED <br />DATE <br />COUNTY OF SAN J O A Q U I N <br />DRAWN BY: E.Sdm <br />/a/ <br />% <br />/? <br />CHECKED BY: <br />RECORD DWG.: <br />4 Cylinder Not. Gas <br />■�I� <br />Engine <br />Motor Control Panel-/ <br />Exist. Conc. Guardrail <br />and Retaining Wall <br />Pump & Motor Base Assy. <br />4 Spaces @ 5'-3' <br />UFT STATION FLOOR PLAN <br />Scale 3/8" - 1'-0" <br />(See Schedule this page) <br />_ <br />t 6' � <br />Vor. Depth <br />A.C. Paving <br />F 6' <br />Var. Depth <br />A.C. Paving <br />See Planing <br />Detail10 <br />Var. Var. <br />Var• <br />0.12' A.C. Overlay ExistingStructural <br />Section <br />TYPICAL SECTION <br />Exhaust <br />Vent Assy. <br />tA <br />W <br />d <br />o_ <br />rn <br />Exhaust cu <br />Fan Assy. <br />1600 CFM <br />IT <br />SCALE: NONE <br />0 <br />N <br />L <br />f <br />R/W <br />Conform 4' A.C. planing <br />Exist. A.C. Existing Surface <br />0.08' <br />. ......................... <br />v <br />Existing C.G.&S. to <br />remain in place <br />Limits of WEST LANE <br />A.C. Paving <br />NOTE: <br />The locations of longitudinal paving joints <br />are at the option of the Contractor. 0.08' T <br />Planing Depth <br />0.00' _ / 25' Var. Depth <br />1 ( f A.C. Paving <br />10' A.C. Planing <br />I <br />4' A.C. Plonog I y) 4'1 A.C. Planing <br />I <br />. <br />10' high Fence I I <br />4•-s• 4•-s• I I I <br />adjacent to guardrail I 1 I I I I E.P. (Typ.) <br />I Existing <br />4'-6" Wide Gate I� C.G.&S. <br />(TYP•) <br />e -o Exist. Conc. Guardrail PLANING DETAIL <br />and Retaining Wall SCALE: NONE 3 <br />rmrx"'� <br />COLLEGE AVE. - STA. 10+12 <br />1 I I UNIVERSITY AVE. - STA. 9+85 <br />12'-a. <br />WEST ELEVATION <br />Scale 1/4" - 1'-0" <br />Overhead <br />Electrical Service T-0• <br />(120/240V, 3PH, 4W},,_ 6'_n• I Is'-o•— <br />Main Disconnect. <br />Meter by PG&E <br />:mm <br />:o <br />STATION ENCLOSURE <br />Gas Meter NORTH ELEVATION <br />Scale 1/4" — V-0" <br />4' A.C. Planing <br />(TYP•) E.P. <br />l HARDING WAY Existing �(Typ•) <br />C.G.&S. I <br />(TYPJ <br />E.P. <br />(TYP•) I I I r <br />CIL <br />c <br />I �> <br />0.00' o d. <br />I >� <br />Planing Depth I C <br />0.08' <br />I <br />8' High Tubular ci a <br />Steel Fence, Typical a <br />�4'-0' Except on South Side oa Limits of <br />A.C. Paving <br />PLMING DETAIL <br />SCALE: NONE 3 <br />BERKELEY AVE. -STA. 6+90 <br />STANFORD AVE. - STA. 4+75 <br />(� :f PALM AVE. - STA. 0+85 (Similar) <br />COLLEGE PARK/PARKVIEW <br />SEWER PROJECT, PHASE 2 <br />TYPICAL SECTIONS AND ELEVATIONS <br />DEPARTMENT OF PUBLIC WORKS <br />CITY OF STOCKTON, CALIFORNIA <br />SCALE: NONE APPROVED BY: SHEET NO <br />DESIGNED BY: DG 3 <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />SUBMITTED <br />DATE <br />APPRO ED <br />DATE <br />COUNTY OF SAN J O A Q U I N <br />DRAWN BY: E.Sdm <br />/a/ <br />% <br />/? <br />CHECKED BY: <br />RECORD DWG.: <br />I I I I \roi«u\cone" park\plan\typical sect. I <br />CITY ENGINEER L <br />STOCKTON, CALIF. <br />PROJECT NO. <br />