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Eff <br />96 <br />92 <br />• <br />25+00 <br />Ex15 1LIA.P <br />to d n <br />I I �- <br />�J 12't5D <br />I In5tD11 142 �5 <br />V 0.412'ISD(N� <br />in 0 <br />C: u <br />SL <br />�w <br />,OC <br />O� � <br />+ C <br />N FC <br />26+00 <br />U') <br />0 <br />-- <br />o O <br />Uj <br />U <br />'c w <br />O <br />� <br />v <br />� <br />�o n <br />CO <br />i <br />:; <br />4 n. <br />U <br />z <br />z s <br />y <br />C <br />I <br />X <br />N <br />o <br />i <br />E <br />LL <br />W <br />U <br />(f)Exist <br />LLI <br />" <br />q <br />O INI <br />p <br />BY <br />1-U <br />(\j <br />f?- d' <br />ti <br />A,� <br />1- <br />U) <br />H <br />H <br />U <br />1- <br />M'�Oi <br />a„ <br />W <br />, <br />+' V <br />lfl <br />- <br />N <br />03-J� <br />�---- <br />98 <br />Ex15 1LIA.P <br />to d n <br />I I �- <br />�J 12't5D <br />I In5tD11 142 �5 <br />V 0.412'ISD(N� <br />in 0 <br />C: u <br />SL <br />�w <br />,OC <br />O� � <br />+ C <br />N FC <br />26+00 <br />qG <br />46ti4EP iq_ _ 8" <br />67LF <br />25 <br />25 <br />NO. DATE REVISIONS <br />27+00 <br />i <br />28+00 29+00 30+00 31+00 32+00 33+00 <br />Scole,:l-Ior1Z-1"=40'; Vert. -I"=2' <br />34+00 <br />J Q CK T O N E R O A D <br />D <br />0 <br />Z <br />(D <br />o O <br />Uj <br />U <br />'c w <br />O <br />� <br />J <br />� <br />�o n <br />CO <br />i <br />:; <br />4 n. <br />U <br />z <br />z s <br />y <br />C <br />I <br />X <br />N <br />o <br />i <br />E <br />LL <br />W <br />-4 <br />(f)Exist <br />e"Commcted orialnal Ground @950/. RL. <br />+Lo <br />O INI <br />STRUCTURAL SECTION <br />qG <br />46ti4EP iq_ _ 8" <br />67LF <br />25 <br />25 <br />NO. DATE REVISIONS <br />27+00 <br />i <br />28+00 29+00 30+00 31+00 32+00 33+00 <br />Scole,:l-Ior1Z-1"=40'; Vert. -I"=2' <br />34+00 <br />J Q CK T O N E R O A D <br />35+00 <br />36+00 <br />96 <br />p < g „w <br />S ►� u-" V <br />94 <br />37+00 <br />Repair Driveway to existing condition after <br />construction. Include cost in Unit Cost of <br />8" !Vater. (Typ•) <br />92 <br />no] <br />Me <br />38+00 <br />d -n r I o o I <br />F U <br />O2 X <br />W <br />I � A N I <br />�r N s� L <br />L�ro J 4 <br />Ln LO <br />V n � I X I b <br />.p .O L' T 1 X X X~ I x R <br />r + + O <br />N N ^' 50'Paved o,, 1 0� o ��: W�: o� '� •N �a <br />Tran5ltion `u �3 w,: •u'` �3 �3 '� ." O <br />',� '^ ¢o� a y'Y m Km Qoc 3 X Q4 vX >w a X Ck <br />3 Q 3 4 ¢� X 4a o ;; o,q y '� Q m N Fy <br />qb.'I R/Wl 9i° 9ty 975 ", - 94.4 0 0,o I oo ,o 0 3 3 00 q4 3 17 ca SToP SLCN�) <br />1, nO,i "} ✓P- D 40E 94.8 8 8 -- 989 90.1 q8'1 q __ Rab 98.5 _- '� 9 90.1 91.9 ; X q1.0 91.9 Vl•. F fTREET NAME <br />.- l .. ...q- _ 98. �i I qB.3 qq.l 9 91.1 _- <br />�----�9f.Ob�-�� 9P P ��95.9 qb.3 f-- -� q4.P_ -_qlA, g9PI P I a� �tS- _y- <br />--5Dvl gU4P q7.3 4/CN <br />96.6 96A� P� bd q4 9, Do a <br />CH - --- --- --- - 96 �- 96.0 ✓P- q s.9 �_ - 96.i R.. -� _ +>- 96.a <br />r-- EX/StCOLVLRT � <br />WO a1?19 gb51 q. SnW MAIL OX i - -- -� EX. L'OCVER J " <br />/ _ qTo 98? 0 98. B 5 9g, /YYPJ $ W $ W 7f41A/-DEDESTDL- <br />N N E� 98.5 90. g8:4r -� 98'31 B 8.30 go . f <br />go." <br />gill <br />g8.31 qg 4S E\ 0.¢169 <br />T� Install 1129 LF g" Water N qSo/Q `N q0 a 43�IL �" <br />2B . <br />2� 2g 30 31 32 33 34 <br />D <br />= R/W <br />Z <br />(D <br />o O <br />O <br />U <br />'c w <br />O <br />� <br />J <br />� <br />�o n <br />Vert. Tyoe CIS S <br />92% <br />I I <br />z s <br /><� <br />R.G.Conc.Subgrade <br />I <br />o <br />o <br />-4 <j - <br />Home (T'yp.) <br />I <br />-4 <br />(f)Exist <br />35+00 <br />36+00 <br />96 <br />p < g „w <br />S ►� u-" V <br />94 <br />37+00 <br />Repair Driveway to existing condition after <br />construction. Include cost in Unit Cost of <br />8" !Vater. (Typ•) <br />92 <br />no] <br />Me <br />38+00 <br />d -n r I o o I <br />F U <br />O2 X <br />W <br />I � A N I <br />�r N s� L <br />L�ro J 4 <br />Ln LO <br />V n � I X I b <br />.p .O L' T 1 X X X~ I x R <br />r + + O <br />N N ^' 50'Paved o,, 1 0� o ��: W�: o� '� •N �a <br />Tran5ltion `u �3 w,: •u'` �3 �3 '� ." O <br />',� '^ ¢o� a y'Y m Km Qoc 3 X Q4 vX >w a X Ck <br />3 Q 3 4 ¢� X 4a o ;; o,q y '� Q m N Fy <br />qb.'I R/Wl 9i° 9ty 975 ", - 94.4 0 0,o I oo ,o 0 3 3 00 q4 3 17 ca SToP SLCN�) <br />1, nO,i "} ✓P- D 40E 94.8 8 8 -- 989 90.1 q8'1 q __ Rab 98.5 _- '� 9 90.1 91.9 ; X q1.0 91.9 Vl•. F fTREET NAME <br />.- l .. ...q- _ 98. �i I qB.3 qq.l 9 91.1 _- <br />�----�9f.Ob�-�� 9P P ��95.9 qb.3 f-- -� q4.P_ -_qlA, g9PI P I a� �tS- _y- <br />--5Dvl gU4P q7.3 4/CN <br />96.6 96A� P� bd q4 9, Do a <br />CH - --- --- --- - 96 �- 96.0 ✓P- q s.9 �_ - 96.i R.. -� _ +>- 96.a <br />r-- EX/StCOLVLRT � <br />WO a1?19 gb51 q. SnW MAIL OX i - -- -� EX. L'OCVER J " <br />/ _ qTo 98? 0 98. B 5 9g, /YYPJ $ W $ W 7f41A/-DEDESTDL- <br />N N E� 98.5 90. g8:4r -� 98'31 B 8.30 go . f <br />go." <br />gill <br />g8.31 qg 4S E\ 0.¢169 <br />T� Install 1129 LF g" Water N qSo/Q `N q0 a 43�IL �" <br />2B . <br />2� 2g 30 31 32 33 34 <br />40' <br />0 <br />15.5'± <br />= R/W <br />Z <br />(D <br />o O <br />U - <br />N <br />'c w <br />21 Exlst.E.P. <br />J <br />_ <br />y4 .2' <br />S °Per ft. 1.9-2 <br />40' <br />0 <br />15.5'± <br />SUBM TT ED BY C <br />R.C.E. 4274W DATE S S SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS <br />CIVIL ENGINEERS <br />SURVEYORS <br />323 W. ELM ST, LOD1, CALIF. <br />95240 PH: 209-368-8818 <br />Lip CCG <br />concrete Sub9 Comp' <br />.5puare Gra'e <br />r _ D <br />¢'t <br />l - <br />r -•- � ur o9oTrst <br />' ein �ac.o� ` u�oistrir6e�' <br />�,��c c e T/atYYB NJef/. ar <br />"�"r:' Y ustEiPre-calf' <br />SQUARE TYPE DROP INLET <br />CATCH BASIN <br />JACK TONE ROAD <br />Note: lbe Jack Tone Road Water Services are not a part of' <br />this contract. The Water Services wiII be installed <br />under a separate contract with the Lockelord Comunity <br />Services District. <br />SHEET O OF 1C! <br />" LOC KE FORD RANCH" JOB No. 90/09 <br />FILE G-9dB <br />SUBDIVISION IMPROVEMENTS NO. <br />J <br />�� �O <br />o o <br />NN <br />Vert. Tyoe CIS S <br />92% <br />Prime Coat EXISt. Structural Section <br />3 a.c. Typel'Bll_ U2"Max.Agg. <br />z s <br /><� <br />R.G.Conc.Subgrade <br />ComDactlon <br />II A.B.- CI.IL - 3/411 Mox.Agg. <br />e"Commcted orialnal Ground @950/. RL. <br />JACK TONE ROAD SCALE: I"= 5' <br />STRUCTURAL SECTION <br />BY <br />DESIGN DRAWN BY <br />APPROVED <br />19IIIB <br />BAUMBACH & PIAZZA <br />SUBM TT ED BY C <br />R.C.E. 4274W DATE S S SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS <br />CIVIL ENGINEERS <br />SURVEYORS <br />323 W. ELM ST, LOD1, CALIF. <br />95240 PH: 209-368-8818 <br />Lip CCG <br />concrete Sub9 Comp' <br />.5puare Gra'e <br />r _ D <br />¢'t <br />l - <br />r -•- � ur o9oTrst <br />' ein �ac.o� ` u�oistrir6e�' <br />�,��c c e T/atYYB NJef/. ar <br />"�"r:' Y ustEiPre-calf' <br />SQUARE TYPE DROP INLET <br />CATCH BASIN <br />JACK TONE ROAD <br />Note: lbe Jack Tone Road Water Services are not a part of' <br />this contract. The Water Services wiII be installed <br />under a separate contract with the Lockelord Comunity <br />Services District. <br />SHEET O OF 1C! <br />" LOC KE FORD RANCH" JOB No. 90/09 <br />FILE G-9dB <br />SUBDIVISION IMPROVEMENTS NO. <br />