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%"o <br />Pe <br />'ON 133HS <br />b3MVd 14 <br />0.15' AC Overiay <br />over Var depth Leveling <br />Course <br />40' <br />r <br />AC Trans: <br />r <br />$ <br />r*1 <br />Soap <br />Sta 118+00 <br />(22' Lt) <br />II <br />I <br />�' <br />Install <br />Bike Route sign <br />= <br />_ <br />- =_ _ _ -_ _ - <br />ca=■:y <br />Per M LITCD (011-1) <br />Exist Traffic Pull Box <br />Stu 118+00 to <br />(24' Rt) <br />Exist Pipe to <br />W rt <br />M 5 1)) <br />to remain (Typ) <br />Sto 115+50 (25' Lt) <br />to Sta 118+55 <br />(21' Rt) <br />remain (Typ) <br />cry , I/ <br />Place 28 LF 12"0 CSP <br />Place 55 LF 12"0 CSP <br />Sto 118+95 <br />(Lt) <br />a + <br />Const = R'W <br />Sta 115+50 (Lt) <br />Adjust Exist Traffic Detector <br />Relocate Exist Traffic <br />Clean <br />Exist X-Drain <br />� �; <br />Exist Traffic Traffic <br />Signal <br />Sta 112+00 to <br />R & D 23 LF <br />Handhole Frame and Cover <br />Loop (Typ of 6) <br />to remain (Typ) <br />Sta 119+75 <br />12"o Conc Pipe <br />to finished Grade {Typ of 4) <br />Place Loops prior to <br />Stu <br />118+40 (Rt} <br />�;� R <br />._i. rw _ -- _.. a„. <br />New EP <br />I <br />I <br />See Sheet No. <br />11 for locations <br />last fift of paving <br />Relocate Maiibox <br />�' <br />f • <br />i <br />r r ...rr,o.rr r <br />w r, .r _ r _ <br />re _ .rrryr _ _ <br />_ p.. <br />r _ rwrr _ <br />_ �. _ _• <br />rr r _ rr...r...rr,rr <br />a <br />-�=- <br />C7 <br />o <br />(A 3 <br />►"`O <br />mml' <br />ARMSTRONG <br />ROAD 1119 <br />a <br />{ to I <br />O a <br />—Saw-cutxis <br />Limits <br />� <br />II � <br />■ <br />N <br />Z <br />r <br />I I I- - <br />- =' ■ <br />0 <br />M <br />0 <br />- <br />DFtoVill <br />r• <br />Z <br />N3� <br />_�-__�__�_-____-_----_____.-.____ <br />----� -- <br />___tir-----__ <br />---------- - <br />— — — — — — — � <br />- <br />I <br />� <br />p <br />_ ,� New EP <br />��-- <br />I <br />I <br />_ <br />�• ` • <br />I+ <br />a <br />5to 114+60 (Rt) <br />Conform <br />Conform <br />Stu 116+00 (24' Rt) <br />Sto 117+00 to <br />Sta 118+00 (24' Rt) <br />Exist SD l <br />�� R <br />° � �N <br />o, Sta 119+65 <br />"!. <br />R & D 43 LF <br />29' Rt <br />28' Rt <br />Place 18"0 SDI <br />Stu 118+00 (21' Rt) <br />Place 18"0 SDI <br />to remain <br />� <br />Adjust Monument <br />Stu 114+30 (Rt) <br />12'0 Conc Pipe <br />Grate Elev 25.15' <br />Place 100 <br />LF 12'0 CSP <br />Grate Elev 25.30' <br />¢ ° `� _ <br />�_ Frame &Cover <br />Relocate Exist <br />Sto 115+12 (Rt) <br />Sta 118+73 (Rt) <br />� + - <br />- <br />- - - to final grade <br />Roadside Sign to <br />R & D 32 LF <br />Sto 115+85 (Rt} <br />Sta 117+00 (24' <br />Rt) <br />Sto 118+55 (2 t' Rt) <br />Dwy (Type E) <br />m a, <br />Sta 114+30 (22' Rt) <br />Sta 114+82 (25' Rt) <br />12"0 Conc Pipe <br />R do D 28 LF Conc Pipe <br />Place 18"O SDI <br />Place i 8"O SDI to <br />Place 88 LF 12"0 CSP <br />Grate Elev 25.25' <br />connect Exist Pipe <br />Sta 116+73 (Rt) <br />i° Exist SDI <br />Stu 115+50 (Rt) <br />Sta 115+68 <br />to <br />Grate Elev 25.35' <br />Clean Exist 12"0 <br />to remain <br />Relocate Mailbox <br />Sta 116+00 (24' Rt} <br />5ta 116+00 to <br />Conc Pipe <br />Place <br />32 LF 12"0 CSP <br />Sta 117+00 (21' Rt) <br />Place 100 <br />LF 12"0 CSP <br />I <br />END <br />OF PROJEC <br />l <br />a <br />t <br />t <br />4 <br />G <br />' <br />4 <br />I <br />I <br />�'� <br />No. 38465 <br />7k UP. 3-31-11 <br />CI Vii. <br />LY. Aloe /IZ-91r6 <br />Peter D. Martin <br />Registered Civil Engineer <br />35 <br />35 <br />- Const <br />.. ... .... ...................................... ... <br />- <br />.. .. . <br />......................................... <br />.. ........................................ <br />....... <br />... <br />.. <br />Ln <br />low Line (Rt) <br />P <br />(Lt & Rt) <br />low Line (Lt) <br />Exist Road <br />n <br />- <br />a <br />_- <br />3 <br />12" CSP (Rt) <br />12"0 CSP (Lt) <br />1+ <br />- <br />- _ <br />- <br />- <br />L (25' Lt) <br />4.10 <br />L (25' Lt) <br />4.15 <br />FL (25' Lt) <br />24.24 <br />FL FL <br />L 24.23' <br />N <br />FL (25' Lt) <br />Exist Flow <br />L 25' Lt} <br />12"0 CSP (Rt) <br />FL (25' Lt) <br />Exist 12"0 <br />L <br />{25' Lt} n <br />T m <br />E2r <br />E2r <br />23.81' 24.22' <br />FL 23.84' <br />2425 <br />Line (Lt} <br />24,35 <br />24,45 <br />Conc Pipe <br />r24.50 <br />II <br />30 <br />_ <br />30 <br />m N <br />FL 23.80' <br />_-- <br />_ <br />----- <br />-__ ------------------- <br />�. <br />---_-�_�-_ <br />-------_----- <br />II <br />=may <br />_ <br />�. <br />;- <br />_ <br />- „--_ _ -� <br />_ _ — <br />J <br />' J <br />tD W <br />+ <br />cr, <br />1 <br />- <br />nv- <br />1 <br />SDI Inv=23.75 <br />1 <br />SDI Inv=23,80 <br />fll <br />SDI Inv=23.82 II <br />Exist 12'0 II <br />Pip <br />xis` 1 <br />+ <br />FL [25' Rt} <br />FL (25' <br />Rt) <br />v W <br />+ 4 f° <br />-0 <br />Exist Flow <br />23, 6' <br />23.80' <br />N m 00 <br />N <br />.� <br />�$ a+, <br />Line {Rt} <br />Exist SDI <br />to <br />N <br />— ca <br />`'� io `�' ra <br />+00 (24' Rt} <br />+00 24' Rt} <br />�DI <br />00 24' Rt) <br />SDI <br />+55 (21' Rt} <br />remain <br />e <br />18"0 SDI <br />18"o <br />18"0 <br />18*0 SDI <br />25 <br />25 <br />..... _............. <br />Note: Existing Pipes to be demolished <br />.... ... ..... ... _.... ....... ...... <br />.................................. ...... _.. <br />.............. <br />.... . <br />.................... <br />not shown for clarity <br />Stu <br />113 <br />114 <br />115 <br />116 <br />117 <br />118 <br />119 <br />120 <br />Stu <br />20 DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />APPROVAL RECOMMENDED <br />DATE <br />�r,�� COUNTY OF SAN JOAQUIN <br />SCALE : <br />1" = 30' Horizontal <br />„ _ } <br />1 <br />PLAN AND <br />PROFILE <br />ARMSTRONG <br />Road to <br />ROAD IMPROVEMENTS <br />Lower Sacramento Road) <br />SHEET <br />NO. <br />TOTAL <br />SHEETS <br />.� <br />o <br />�� � <br />4 <br />,, <br />�� <br />�. u��r <br />,� <br />-- 2 (Vertical} <br />(Davis <br />10 <br />12 <br />FILE NAME <br />DRAWER <br />SHEET NO. <br />ACAD <br />REVISIONS <br />DATE <br />%"o <br />Pe <br />