|
Remove 0.25' AC &
<br />Place 0.25' HMA
<br />Fog Seal a
<br />existing ,n _
<br />AC area N
<br />a o
<br />LO N
<br />LOto 00
<br />M
<br />v N N N
<br />�s
<br />v�' 151
<br />J N N c0
<br />N
<br />Go
<br />Fog Seal LO
<br />existing
<br />AC area N
<br />25' HMA Ov4wW
<br />�' � O • 't�6' H i►r1 IA
<br />150' EP Taper Transition
<br />00 M
<br />—75' , /r Const
<br />r- _-- JP +��. 1
<br />- EP o v T _ < v < A
<br />(n 'J P
<br />GP Dwy
<br />LO
<br />M ATH EW S
<br />152 0 153
<br />Remove 0.25' AC & Place 0.25' HMA
<br />cc 25' ■ , �I
<br />N , Existing Water Existing Dwy-
<br />UB Main Air to Remain C„�,,°
<br />w V14*6 4 Ep Release Valve in Place
<br />3-1-
<br />/ +
<br />JP
<br />�y do H t 51
<br />�9. O
<br />JP + IcnD'___,
<br />U BTP N 'n
<br />im' vy
<br />TP R DI d I L6� R + +
<br />_ DI , N li)
<br />N V)I N N ° ,� ROAD
<br />----
<br />`�' - ---
<br />155, � � 156
<br />154 o o
<br />G M p o
<br />- v EP
<br />_.DI�.... 4111 \D�i \DIS _
<br />_ R Id � Elev 17.02
<br />EP Y> �y 0
<br />P JP PB �� to WM + „_...
<br />6
<br />P B ,
<br />+ Sta 9+65 to 9+82 (Lt) PB”, I Sta 9+54 to 9+75 (Rt)
<br />120' EP Taper Transition N, a R&D 38 LF AC Dike
<br />R&D 23 LF AC Dike
<br />Place 23 LF HMA Dike (Type A) ', , Place 38 LF HMA Dike (Type A)
<br />v
<br />N Sta 155+02 Mathews Road
<br />= Sta 10+00 EI Dorado Street
<br />0.25' HMA Overlay �7
<br />/ /4q -
<br />C,
<br />S�v'1o�'�i
<br />Ox f Sta 159+84 to Sta 159+94 (Lt)
<br />�0 O 98 ,�/ , R&D 11 LF AC Dike
<br />2s' 2Q Place 11 LF HMA Dike (Type A)
<br />176..
<br />ry
<br />0
<br />\T
<br />R
<br />� 4• p �x� ,��' ��� ��O�c� - �P TP
<br />x� p '`�o� ��oo��o /q
<br />�0 RS v / ,� R E E T
<br />7 v - - 5
<br />R d
<br />ASH
<br />END RESURFACING mor 8 r v w
<br />MATHEWS ROAD 4 160 R
<br />BEGIN RESURFACING w
<br />ASH STREET RS �' Q
<br />R v R d
<br />4 Sta 8+67 to Sta 9+22 (Lt)
<br />R&D 73 LF AC Dike 00
<br />Place 73 LF HMA Dike (Type A) O'
<br />Sta 159+51 to 159+78 (Rt) 9x
<br />R&D 34 LF AC Dike
<br />0 ♦ Place 34 LF HMA Dike (Type A) / �` , 02
<br />s °�,�� ,/ �� s s0
<br />j v Sta 159+15 Mathews Road/Ash Street �/ / TP �0 '°r
<br />j SX9 = Sta 10+00 Harlan Road �� j Bx
<br />v Co
<br />N CO
<br />C
<br />J
<br />1
<br />I
<br />j
<br />Conform
<br />Sta 9+45 0.25 25't
<br />■ �,TP E~
<br />N ,_ R w
<br />Y^ 0.00' w
<br />x
<br />Sta 9+70 TP E-
<br />168 69
<br />x
<br />Sta 10+30�P z
<br />■ A 0.00' R w
<br />7
<br />N W
<br />Conform 0.25' 25't
<br />Sta 10+55
<br />I
<br />I
<br />1
<br />DRAWN BY DATE
<br />Ryan Yamada 06/17
<br />DRAWER SHEET NO.
<br />A T(a V
<br />0.25' HMA Overlay
<br />Sta 160+90 to Sta 161+68 (Lt)
<br />R&D 78 LF AC Dike Const
<br />Place 78 LF HMA Dike (Type A)
<br />EP
<br />TP
<br />ASH
<br />163 Zo 164
<br />162
<br /><n R �n
<br />JP JP
<br />Sta 161+72 Ash Street
<br />= Sta 10+00 McKinley Avenue
<br />—Sta 9+49 to 9+92 (Rt)
<br />R&D 48 LF AC Dike
<br />Place 48 LF HMA Dike (Type A)
<br />0.25' HMA Overlay
<br />ta 168+90 Ash Street
<br />= Sta 10+00 Seventh Street
<br />R �y r EP
<br />_ TP
<br />ASH
<br />170
<br />Dwy
<br />z C14
<br />Co "`--------+ + + EP
<br />K'yJ P
<br />\-Sta 168+90 (1 ' Rt) 11
<br />Adjust Mon Frame
<br />and Cover
<br />Sta 10+34 (23' Lt)
<br />Reset Existing Roadside Sign
<br />I
<br />Conform I
<br />Sta 9+45 0.25 \T, 25't
<br />■
<br />E-
<br />04
<br />-
<br />N W
<br />0.00' vy J P
<br />Sta 9+70 R E-
<br />M
<br />171
<br />J Py Sta 10+30 R z
<br />to
<br />■ 0.00' �
<br />N ila
<br />Conform 0 25' 25'f
<br />Sta 10+55 i
<br />I
<br />� I
<br />I
<br />Mailbox_, JP
<br />165
<br />157
<br />to158 0)
<br />N
<br />Ra
<br />ip Elev=17.97 ;t
<br />+ i P'
<br />'I .
<br />Sta 157+30 (32' Rt)
<br />Reset Existing Roadside Sign
<br />J P',
<br />Sta 165+14
<br />Limits of Concrete
<br />Removal (23.3' Lt)
<br />0 xs
<br />0
<br />KA It
<br />T' TP
<br />STREET
<br />07
<br />166 167 -V
<br />J
<br />TO
<br />. 5' HMA
<br />I
<br />I
<br />\
<br />Overlay
<br />t�
<br />(Miscellaneous Areas)).
<br />/ �
<br />I
<br />+ 50' ■
<br />50,
<br />N
<br />to
<br />0
<br />v
<br />+
<br />EP
<br />0
<br />0
<br />'
<br />JP
<br />LF earthen swale (Earthwork
<br />+' L
<br />°
<br />i o
<br />0
<br />V)
<br />!' R
<br />o
<br />r�
<br />Depth
<br />+
<br />D' T
<br />to158 0)
<br />N
<br />Ra
<br />ip Elev=17.97 ;t
<br />+ i P'
<br />'I .
<br />Sta 157+30 (32' Rt)
<br />Reset Existing Roadside Sign
<br />J P',
<br />Sta 165+14
<br />Limits of Concrete
<br />Removal (23.3' Lt)
<br />0 xs
<br />0
<br />KA It
<br />T' TP
<br />STREET
<br />07
<br />166 167 -V
<br />J
<br />❑7 Sta 159+94 to Sta 160+73 (EXCEPT RR TRACKS & PCC PLANKING)
<br />Remove Existing Painted Traffic Stripes per Standard Plans Section
<br />15-2.02C "Remove Traffic Stripes and Pavement Markings" which will
<br />be paid under the Remove Thermoplastic Traffic Stripes item of
<br />work.
<br />® Sta 160+21 to Sta 160+46
<br />See Modified Centerline Detail 22 this sheet. All other striping to be
<br />re-applied per specifications.
<br />(. Const
<br />Sta 171+70 Ash Street
<br />�y -Sta 10+00 Sixth Street
<br />R TP - JP
<br />STREETco
<br />172 173
<br />R
<br />�-Sta 171+70 (2' Rt)
<br />Place Mon Frame
<br />and Cover
<br />V,;PP
<br />TO
<br />'ON 133HS
<br />I
<br />I
<br />\
<br />0
<br />t�
<br />(Miscellaneous Areas)).
<br />Pavement
<br />I
<br />+ 50' ■
<br />2'
<br />Construct 4' wide 70
<br />I d
<br />�r
<br />v
<br />E
<br />EP
<br />�>
<br />E
<br />L
<br />°0.50'
<br />0
<br />JP
<br />LF earthen swale (Earthwork
<br />+' L
<br />°
<br />i o
<br />0
<br />V)
<br />TP
<br />o
<br />❑7 Sta 159+94 to Sta 160+73 (EXCEPT RR TRACKS & PCC PLANKING)
<br />Remove Existing Painted Traffic Stripes per Standard Plans Section
<br />15-2.02C "Remove Traffic Stripes and Pavement Markings" which will
<br />be paid under the Remove Thermoplastic Traffic Stripes item of
<br />work.
<br />® Sta 160+21 to Sta 160+46
<br />See Modified Centerline Detail 22 this sheet. All other striping to be
<br />re-applied per specifications.
<br />(. Const
<br />Sta 171+70 Ash Street
<br />�y -Sta 10+00 Sixth Street
<br />R TP - JP
<br />STREETco
<br />172 173
<br />R
<br />�-Sta 171+70 (2' Rt)
<br />Place Mon Frame
<br />and Cover
<br />V,;PP
<br />R � ,
<br />nj z
<br />r
<br />END RESURFACING j x
<br />ASH STREET
<br />I
<br />I
<br />JP
<br />Sj
<br />1
<br />„% opi .5p
<br />TO
<br />'ON 133HS
<br />I
<br />I
<br />\
<br />0
<br />t�
<br />(Miscellaneous Areas)).
<br />Pavement
<br />I
<br />+ 50' ■
<br />2'
<br />Construct 4' wide 70
<br />I d
<br />Ie
<br />E
<br />11
<br />E
<br />E
<br />L
<br />°0.50'
<br />0
<br />Construct 4' wide 50
<br />LF earthen swale (Earthwork
<br />+' L
<br />°
<br />i o
<br />0
<br />V)
<br />o
<br />Depth
<br />+
<br />I
<br />N
<br />h
<br />2 "
<br />Clr
<br />Var
<br />N--------
<br />---------
<br />174
<br />a'
<br />-
<br />N
<br />E
<br />o---------
<br />R � ,
<br />nj z
<br />r
<br />END RESURFACING j x
<br />ASH STREET
<br />I
<br />I
<br />JP
<br />Sj
<br />1
<br />„% opi .5p
<br />Nq
<br />'ON 133HS
<br />83MV80
<br />01 Sta 152+24 (22' Lt) to Sta 154+40 (27' Lt)
<br />Construct 4' wide 183 LF earthen swale (excluding
<br />driveway) (Earth work (Miscellaneous Areas)). See Sheet
<br />2, Shoulder Details.
<br />❑2 Sta 10+31 to Sta 10+57 (Lt, EI Dorado Street)
<br />R&D 34 LF AC Dike, Place 34 LF HMA Dike (Type A).
<br />❑3 Sta 154+31 (24' Lt)
<br />Construct 18"0 SDI with 8'x8' HMA Apron
<br />Rim Elev = 16.83
<br />Connect with 20 LF 12"o Class 3 RCP
<br />12" Invert Elev Out (northeast) = 15.10
<br />to existing SDI at Sta 154+50 (30' Lt)
<br />12" Invert Elev In (southwest) = 14.90
<br />(See Sheet 6, 18" Storm Drain Inlet Connection Detail)
<br />® Sta 155+46 (34' Lt) to Sta 157+20 (20' Lt)
<br />Construct 4' wide 174 LF earthen swale
<br />(Earthwork (Miscellaneous Areas)). See Sheet
<br />2, Shoulder Details.
<br />05 Sta 157+56 (21' Lt) to Sta 158+79 (27' Lt)
<br />Construct 4' wide 123 LF earthen swale
<br />(Earthwork (Miscellaneous Areas)). See Sheet
<br />2, Shoulder Details.
<br />© Sta 156+13 (26.2' Rt) to Sta 158+38 (27.4' Rt)
<br />Construct 4' wide 225 LF Conc Valley Gutter.
<br />See Valley Gutter Detail this sheet.
<br />Const ETW
<br />16'-19'
<br />6'-8'
<br />4'
<br />4'
<br />Construct 4' wide 150
<br />Pavement Repair
<br />(Miscellaneous Areas)).
<br />Pavement
<br />I
<br />Sta 10+55 (16' Lt, Seventh Street) to Sta 169+52 (20' Rt)
<br />2'
<br />Construct 4' wide 70
<br />Repair
<br />Ie
<br />E
<br />11
<br />E
<br />E
<br />L
<br />°0.50'
<br />4-J L_
<br />3 0
<br />Construct 4' wide 50
<br />LF earthen swale (Earthwork
<br />+' L
<br />°
<br />i o
<br />Planing (n 0
<br />o
<br />Depth
<br />I
<br />Var `
<br />A
<br />2 "
<br />Clr
<br />Var
<br />Existing
<br />Roadway
<br />Existing AC
<br />Frontage
<br />HMA (Type A)
<br />R&D Existing AC Surface
<br />Place Conc Valley Gutter
<br />per SJCO Std R-12
<br />A #4 rebar 18" Center to Center each way for entire length of
<br />Valley Gutter. Rebar must be covered to clear all edge
<br />surfaces by 2 inches.
<br />SECTION D—D
<br />VALLEY GUTTER DETAIL
<br />Mathews Road: Sta 156+13 (26.2' Rt) to Sta 158+37 (27.4' Rt)
<br /><=
<br />Direction of Travel °
<br />25'I 1Z
<br />��A
<br />3.5' 3.5'Q�Q� I I
<br />Q
<br />"Pavement Marker
<br />(Type D, Two -Way
<br />Retroreflective)
<br />4" Thermoplastic
<br />Traffic Stripe
<br />' Direction of Travel (Enhanced
<br />< Wet -Night
<br />a,
<br />PLAN Visibility)
<br />MODIFIED CENTERLINE DETAIL 22
<br />Ash Street: Sta 160+21 to Sta 160+46
<br />09
<br />Sta 167+44 (20' Rt)
<br />to Sta 10+55 (17' Rt, Seventh Street)
<br />Construct 4' wide 150
<br />LF earthen swale (Earthwork
<br />(Miscellaneous Areas)).
<br />See Sheet 2, Shoulder Details.
<br />10
<br />Sta 10+55 (16' Lt, Seventh Street) to Sta 169+52 (20' Rt)
<br />Construct 4' wide 70
<br />LF earthen swale (Earthwork
<br />(Miscellaneous Areas)).
<br />See Sheet 2, Shoulder Details.
<br />11
<br />Sta 169+81 (20' Rt)
<br />to Sta 170+31 (20' Rt)
<br />Construct 4' wide 50
<br />LF earthen swale (Earthwork
<br />(Miscellaneous Areas)).
<br />See Sheet 2, Shoulder Details.
<br />RECORD ING
<br />No 0140 is
<br />1311"
<br />Any Pomen Using This Drawing Shy da Ys t11
<br />A,ii inforMi6m By Inspecting The Site Ot Wi►k
<br />;Rf' S/
<br />`� a- -7 -s
<br />t No. 42581
<br />OF CA��c
<br />EA
<br />,./
<br />David Me doza
<br />RCE 42581
<br />PROJECT ENGINEER DATE CHECKED BY DATEHEET TOTAL
<br />0 20 40 60 80 100 ASH STREET AND MATH EWS ROAD RESURFACING SNO. SHEETS
<br />COUNTY OF SAN JOAQUIN PLAN (Harlan Road to French Camp Road; Howard Road to Harlan Road) 4 7
<br />%r,�.'g'�g /94 SCALE IN FEET
<br />
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