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i <br /> I <br /> Sec. 12 T.2.N.R.9.E. <br /> Sec. 13 Exist. 1-1/27 Water <br /> t .✓� \� I `' �% ` 0 I J �i \ New 0' Scale Pit and <br /> / <br /> I F � , =�_ -- -' .;. =� 7s �� i Scal ouse Pad 3New Scglehouse <br /> j / Pad / <br /> � ` lXt <br /> N AD <br /> all relocated <br /> calehous <br /> - <-- <br /> -IT­ <br /> S <br /> � � � _ _ _.� //.=-7-------.- ��,. � . .- -•------ _ �';� `-- � :�\ \,�\�\\ � / ,\ Install 160 L.Fof double <br /> 3/4" Sch 4� PVC conduit <br /> \.__ n trench. Electrical / <br /> 11 be <br /> & 11C#10h'ground? P <br /> - r .,- <br /> i ( servicehall be 5 r <br /> a / \7 ( ✓ j✓ - _Y_- - \ i \ } i\, I� €( :,�t\�� cable // <br /> -:::.- \- } , I I'1 ( f ! 22 ga e phone' �. i <br /> NN <br /> Exist. Gate i <br /> Hou / <br /> �Q. S tion cafe <br /> e in Scale Pit <br /> O I � \ /� � , t r� t ����� /• / / ---Sat <br /> '.._' <br /> I 1 <br /> \ (� r � - / " - �\ - 1 rr , . o` t } f / Sic. 0+85, 24'Rt I <br /> N pssoe I jc `/i( /r /� / 7 " , / \ Inlet 318.00 '�• _.-... <br /> t <br /> it a <br /> J f / <br /> I { }}� J,/,i� � A� 4" FL 313.70 <br /> f7 _: , `�: �_ \ I '' /✓ i' /� i t l IJ� I ^ 10' FL 313, 5........-......- <br /> 1j / <br /> " <br /> IS <br /> I ctf ,` , , \ , <br /> � \ /•// t `••,��� _ / <br /> y <br /> I � _ .,� :� ✓�� --- <br /> 44% <br /> //i` x if,•'lel ��tll!t'i r r 165 L.F. XIX" Dia. <br /> ffJj Alt. Pip �\� <br /> t <br /> CK Ia\\ ,\1 T „ �,f,,:; / xt \ ;, f)}i( fi ( , /(�� Drainage Outlet S = Q0075 Install conduit with <br /> \ � �ji, j;� FL 312 00 0), 18 Rt. \ �� 24" min. cover. <br /> '`— --. J . <br /> tf _ <br /> a. <br /> t of <br /> \ \ \ -- s _ u?f f- - _:_-...:_._._ �'i,l;i1 '• _._ PP+ �'nt of co ection \ \ (exnel al connection ist. 100A service. <br /> -_ <br /> ' <br /> � electrical <br /> IN <br /> e ice. <br /> (exIst is p) PP <br /> - X _.. <br /> 00 _ <br /> IN_ t Exist. Trailer ( ) <br /> "t , <br /> J l <br /> 1 <br /> _..___ _______ <br /> .......... <br /> /r '` kl , �� `'�L� rr SITE DETAIL <br /> ;r✓r �fJ ✓ , / _ _.` ` 1 ` l , i , ' \ \ `�`�.. ,\ Scale: 1 2D' 3 <br /> GENERAL SITE PLAN Exist. o ,2D o <br /> Scale: 1" = 400' Gate o+ + <br /> House a <br /> d <br /> E.P. -' <br /> 1 o+ � <br /> 4' 4. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w <br /> Limits of A.C. Conform to Exist. Limits of A.C. paving removal. -� <br /> Grade 1 A.C. shall be line cut or saw <br /> Pavement Removal & _ _ - 1 cut. Limits of A.C. (Misc. Areas) <br /> A.C. (Misc. Areas) _ 2' _ __ __ __2' <br /> Ditch Grade ` r' / <br /> e5 I Dbl 3/4" PVC 1 • 318.55 318.70 iv • � � <br /> Joi` , o Conduit 3 <br /> Slab on Grade 2' +' <br /> Const. Baseline <br /> ro <br /> a t/o�tes NOTE l ' 317.70 +50 318.70 <br /> °• 3" - See for Ditch Grades (/ - - - - J-- - - - - --- - - - - - -- - - - - -- I' - - - - - <br /> 3 \ 0 - - - 1 \ <br /> 0 <br /> Scale Pit 5' 318.50 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � 318.85 318.90 1 i \ <br /> Edge of Slab <br /> or Scale Pit 1 I 3'17.90 r Ir 7 r- - <br /> 1 11Elev. = 319.00 Elev. = 319.00 (Top of Concrete) I- -00 <br /> Structure Approach Slab I II I O (Top of Conc.) O I I I <br /> 0 <br /> I I M <br /> A.C. (Misc. Areas): - - 318.60 1 318.80 10 L.F.±4" Dia. Alt. Pipe 319.00 •319 10 I <br /> 0.50' A.C. over native soil °' <br /> compacted to 90% relative - - - - - - - _ _ _ - J L - - <br /> FL = 314.00 <br /> compaction. SECTION <br /> Exist. Paving _- - -_ "_ - <br /> �I a Not to Scale 3 _I i2. <br /> 1�7- »VIII <br /> It"- Tcr� <br /> R .._.._ •-- Flowline of ditch 2 <br /> ITI��"" Edge of Slab I� See Table for ditch 3 <br /> or Scale Pit - grades. <br /> II 18" SDI <br /> QUANTITIES <br /> 10" Dia. Alt Pipe INLET 318.00 <br /> DESCRIPTION C.Y. EA. L.F. LBS. Limits of Clearing & Grubbing and 4' FL 313.70 DITCH GRADES <br /> A.C. (Misc. Areas) 75 Earthwork (Misc. Areas) 1d' FL 313.25 6 STATION (24'Rt.) GRADE <br /> Structure Concrete (F) 86 SEE DETAIL <br /> (Scale Pit) R 0+50 318.40 <br /> Bar Reinforcing Steel (F) 1930 NOTE: LAYOUT PLAN �+DETAILKTN� 4" Dia. Alt. Pipe 15 318.75 Denotes existing or final grade. 0+65 318.25 <br /> Not to Scale 3 10" Dia. Alt. Pipe 180 <br /> a Scale: 1" = 10' 3 0+80 318.10 <br /> La O 18" storm Drain (SDI) 1 0+90 318.10 <br /> o N Frame & Grate (SDI) 1 <br /> Miscellaneous Metal (F) 650 1 +05 318.25 <br /> F Denotes Final Pa Quantities 1 +20 318.40 <br /> rn <br /> o t DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE AP ROVED DATE HARNEY LANE SCALE RELOCATION SHEET TOTAL <br /> � 3 J.C. WHITE �,�,92 COUNTY OF SAN JOAQUIN SCALE: As Shown PROJECT <br /> � 6 �'�v /2�9L , �� /Z/9z ��, ,iyL �i�` GENERAL SITE PLAN TO FOOTHILL LANDFILL 3 SHEETS <br /> FILE NAME DRAWER SHEET NO. ACAD <br /> F:\FTHILL\GENPLANS <br />