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6RADE A 3' SHOULDER <br />AND DRAINA6E SHALE <br />ON THE NORThSZ Y SIDE <br />OF THE ENTRANCE ROAD <br />AS PER THE PLAN AND <br />THE DETAIL BELOW. <br />3' 1 32' PAVED M.H. PARK ENTRANCE ROAD 3' <br />�- EXISTING 6RADE 3' SHOULDER5 ON EACH EXISTIN6 <br />6ROUP1D 51 DE OF THE ENTRANCE AS 6ROUND <br />REQUIRED. <br />PAVE THE M. H. PARK ACGE55WAY <br />U5IN6 3" A.G. OVER 6" A.B. <br />ON NATIVE SOIL COMPACTED <br />TO C152; R. D. <br />TYPICAL SECTION <br />MOBILE HOME PARK ENTRANCE <br />PROPOSED FINISH <br />PAVIN6 PER PLAN <br />NO SCALE <br />3' SHOULDER 3' MIN. <br />GRADE ROADSIDE SHOULDER AND - <br />SHALE AS SHOW TO DIRECT RUNOFF <br />TO CATCH BASIN #56 AS PER PLAN <br />6RADE BACK SIDE <br />OF SHALE AT 2:1 <br />TO DAYLI6HT <br />CATCH POINT <br />EXISTING <br />6ROUND <br />MOBILE HOME PARK ENTRANCE <br />SHOULDER ANO SINALE JVE7A I L <br />NO SCALE <br />20 <br />18 <br />16 <br />14 <br />12 <br />10 <br />8 <br />6 <br />4 <br />2 <br />0 <br />/J r <br />X' tea. <br />/ <br />�/f <br />m <br />m1 <br />�e <br />\+ 0,44,� <br />� ADJUST MANHOLE TO <br />+GRADE AS REQUIRED <br />�s <br />+ \ <br />5 <br />\7 �F5 3 <br />do <br />GID <br />IWASTEWATER TREATMENT PLANT <br />INSTALL 6' HI6H CHAIN LINK <br />IFENCE WITH PLASTIC SL.AT5 AS <br />PER THE SAN JOAQUIN COUNTY <br />STANDARDS, DRAWIN6 NO. D-12 <br />(5q4 L.F. INCLUDING 6ATE5) <br />_ e, s x MEET AND MATCH THE EXI5TIN6 \\\ <br />+ AlbAC PAVEMENT AT 5TA. 33+616.62 \ <br />REMOVE THE EXISTING ACCESS `\ <br />/'x- -- --- -+ `\ ROAD TO THE SOUTH WITH SITE \ <br />" - \ � isH4� DEMOLITION. \ \ <br />do <br />INSTALL 6' H16H CHAIN LINKCOORDINATE THE WATER LINE \ <br />i <br />FENCE WITH PLASTIC SLATS AS CONNECTION WITH THE PLANS `v ` <br />i \ �s PREPARED FOR THE OAKWOOD ` <br />� PER THE SAN JOAQUIN GOUNTY' � W � � � v <br />+ STANDARDS, DRAHIN6 NO. D- 2 ,��� �s v' LAKE SUBDIVISION OFF-SITE v <br />Cg,.gg (24& L.F. I NCLUDI N6 6AT ) c6 HATER. <br />ER• \ <br />FH �s ` \ <br />1 -13.66 w v <br />44L. F. �s� /� CONNECT TO 12 " v <br />12" R. G. P. e. WATER LINE FROM\ \ <br />AT 5=.005 OFF-SITE. `v <br />, <br />APL I CELLA COURT SEE STORM DRAIN <br />OUTFALL LINE "B" <br />17 <br />CATCH BASIN DATA ON SHEET I4 <br />12" 1 W. AT G. B. —56 = q. 6q <br />4q L.F. — 12" R.G.P. AT 5=.005 <br />12" INV. AT S. D. M. H. —2q = q. 44 <br />M05 I LE HOMIE PARK ENTRANCE <br />SCALE: 1"=40' <br />2Ci . 30. <br />31. <br />3.2. <br />s--128 <br />� EX. 6#;? N <br />33. <br />cr�N <br />*11 <br />U1 <br />ID�ZN <br />` <br />M <br />- <br />° '" <br />O <br />U5* <br />'2 <br />V <br />a <br />C°o <br />' <br />+ <br />p1 <br />0 <br />U <br />In%Q <br />LL <br />W <br />0 <br />It" <br />O <br />It It <br />lc <br />t1 <br />�� <br />411 <br />���► <br />N <br />� � <br />V <br />Lu <br />N Q 1 <br />"1 <br />W <br />v <br />a <br />'% <br />N <br />NWW <br />11�� <br />31. <br />3.2. <br />s--128 <br />� EX. 6#;? N <br />33. <br />--•-• nr ter- i <br />34. <br />EX. 12" /MAT eR <br />HNG <br />C;� <br />Id "' = I,1y <br />s f 'Wr•-k <br />20 <br />18 <br />16 <br />14 <br />12 <br />10 <br />8 <br />6 <br />4 <br />2 <br />0 <br />SCALE <br />HORIZONTAL 1"=40' <br />VERTICAL 1"=4' <br />z <br />O <br />E <br />ce <br />CA <br />w <br />H <br />0 <br />z <br />O <br />G <br />e <br />cr�N <br />U1 <br />ID�ZN <br />` <br />M <br />- <br />° '" <br />t0 <br />Li <br />n n <br />W M <br />> <br />V <br />a <br />C°o <br />' <br />+ <br />p1 <br />0 <br />U <br />In%Q <br />LL <br />W <br />0 <br />It" <br />O <br />It It <br />lc <br />t1 <br />�� <br />411 <br />���► <br />N <br />� � <br />V <br />Lu <br />N Q 1 <br />"1 <br />--•-• nr ter- i <br />34. <br />EX. 12" /MAT eR <br />HNG <br />C;� <br />Id "' = I,1y <br />s f 'Wr•-k <br />20 <br />18 <br />16 <br />14 <br />12 <br />10 <br />8 <br />6 <br />4 <br />2 <br />0 <br />SCALE <br />HORIZONTAL 1"=40' <br />VERTICAL 1"=4' <br />z <br />O <br />E <br />ce <br />CA <br />w <br />H <br />0 <br />z <br />O <br />G <br />e <br />RYAN CARREL, R.C.E. 61619 <br />DAVE SKIDMORE, L.S. 7126 <br />No.61619 <br />Exp. 6-30-07 <br />DRAWN BY: J. 5. H. <br />DATE: AU6. 14, 2" <br />SCALE: 1 11 <br />=40, <br />DWG: 2466-MHPE <br />CHECKED: KW <br />)OB # 2466-04 <br />SHEET <br />OF 26 <br />W <br />ZC <br />` <br />M <br />- <br />° '" <br />t0 <br />Li <br />n n <br />W M <br />> <br />V <br />a <br />C°o <br />' <br />p1 <br />0 <br />U <br />It) <br />LL <br />W <br />0 <br />O <br />WL_ <br />c <br />M <br />'DOM <br />Z <br />� � <br />V <br />Lu <br />N Q 1 <br />"1 <br />W <br />v <br />a <br />RYAN CARREL, R.C.E. 61619 <br />DAVE SKIDMORE, L.S. 7126 <br />No.61619 <br />Exp. 6-30-07 <br />DRAWN BY: J. 5. H. <br />DATE: AU6. 14, 2" <br />SCALE: 1 11 <br />=40, <br />DWG: 2466-MHPE <br />CHECKED: KW <br />)OB # 2466-04 <br />SHEET <br />OF 26 <br />