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'ON 133HS
<br />17-19r,117-141
<br />0.25' HMA Overlay Remove 0.25' AC & Place 0.25' HMA
<br />75' ■ RbW.O V C. v • L11S A -c- 4
<br />��C._ c 0 •ZS' l'fwlp► `N 75' ■
<br />00 M \
<br />N
<br />+ + Const o ; Fog Seal existing
<br />E ►� o N + AC a rea
<br />o See Note oFEP'�►
<br />o _ - EP o ° BelowJP _rDi�LO
<br />C ° ti_; r c�� (n v`�^ ;; l vi f ;y- vs - Lu _ + LDl i v> 00
<br />o �-• +) f:' TP TP TP TP
<br />OU) o cn a TP TP � _,
<br />;ggi is ` i
<br />MATHEWS ROAD co MATHEWS N ROAD N
<br />-------------------- �•%
<br />-----------------_�______
<br />� � 104 105 106 107 108 � 109 N 110 111 112 113 114 _
<br />102 HOWARD ROAD 103
<br />N N
<br />------------------------------------------------ ------------------------------------------------ J
<br />�y :,r)
<br />�P EP PP PP LEP 'PPPPS' M
<br />NOTE: Reconstruct Curb Rampcq Sto 109+32 Mathews RoadFog Seal existing
<br />BEGIN RESURFACING per RSP A88A, Case F. = Sta 10+00 Bright Road
<br />AC area
<br />MATHEWS ROAD 0.25' ; 24't TP Existing Mon Box to remain
<br />in place
<br />PP '
<br />� I �
<br />I
<br />Remove 0.25' AC & Place 0.25' HMA .25' HMA Overlay
<br />i � ! '��o�rc. 6 • "tom ' hkC.
<br />w 75
<br />■ �I l�,u, p . LS ' y vh IA
<br />i7 WI
<br />Fog Seal existing Jf� iw I -I 0
<br />ACarea + + N
<br />,ssJ Conform ,1s�s; I No NConst—
<br />Sta
<br />(�)
<br />Sta 10+44 ` r � Const Sta 122+82
<br />�. 23 f - Place Mon Frame I
<br />EP Loi.
<br />,n 0.25' ° N ° o and Cover
<br />R ,, ,., EP
<br />U) o � o �%
<br />00 J - -!A•�
<br />_r
<br />I L•; TP TP N �y x3 TP TP TP - _ - - TP TP
<br />-------------------------------------- ------
<br />F
<br />--------------------------------------------------------- N
<br />so cc
<br />° �' MATHEWS N °° ROAD o
<br />• fn
<br />C -115 116 117 118 119 N 120 121 122 123 124 125 126 127
<br />J-`t------------------------------------------ ------------
<br />------------------------------------------------ -�
<br />L U-
<br />In L
<br />° PP Fog Seal existing EP PP JP Sta 119+75 Mathews Road PP EP
<br />' AC area = Sta 10+00 Delivery Drive
<br />Existing Mon Box to remain
<br />in place
<br />InDD--
<br />+
<br />JP�y
<br />r�
<br />-- �-
<br />u
<br />v,TP
<br />Seal existing
<br />N
<br />AC
<br />area 101
<br />1
<br />00
<br />;
<br />V)
<br />04 a
<br />128
<br />J
<br />PP
<br />—0.25' HMA Overlay-
<br />tLe.wwv C. o • ZS ' PC C-
<br />��o.c� p•?f�' HMW
<br />LO
<br />0
<br />M
<br />N
<br />MATHEWS
<br />129 130
<br />ori
<br />PP
<br />131
<br />Remove 0.25' AC & Place 0.25' HMA
<br />205' EP Taper Transition
<br />L0 b ■ I�I, I'Existing Water Main
<br />Fog Seal existingConst75+ Air Release Valve AC area EP/Lipw
<br />M
<br />EP EP/Lip
<br />w
<br />'�/ t" I cC Ti ------------------------------------------------------ -- --------------------------------------- ----------- �T� ------ / -- ----- ------ ---------------- -----------------
<br />--- ---- --- ----- ---- - O �� ,. --- ---- ---- ---- `--- ��
<br />N--------------------------------------�DIi—= �'� U ' L� `� -_- I----- -_- WM ---- -____ ====_ -____ -____ -____ -____----------------_==_ -____ -- ___ == ==_ ___ -___ -__ ' : - I \----------------------------
<br />y------------------
<br />-----------------
<br />--
<br />_--- --
<br />N
<br />to
<br />N ROAD N
<br />N
<br />132 '? 133 134 135 136 137 138 139
<br />J
<br />L
<br />U
<br />vy vy
<br />EP JP JP PP
<br />EP EP g
<br />Fog Seal existing
<br />AC area
<br />Remove 0.25' AC & Place 0.25' HMA
<br />-Relocate Exist Roadside Sign ,I i CURB RAMP 5
<br />Grade to drain
<br />k ,
<br />curb ramp from Sta 145+00 (50 Lt) '" CASE F
<br />= I ;� '� �' j••
<br />to Sta 144+95 (50' Lt) a I;; See Sheet 5 CURB RAMP 7 ��a �\
<br />CURB RAMP 3 w I" Relocate Exist Roadside Sin Const CASE C �"'
<br />CURB RAMP 1 va
<br />1) E_ 1 9 See Sheet 6
<br />See CASESheet 5 CASE C ;j ; from Sta 145+69 (39' Lt)
<br />See Sheet 5 ' to Sta 145+73 (39' Lt) EP/Lip PB p, o �., PB
<br />EP/Lip PB o V `'�_•' >
<br />r
<br />a i ,
<br />P B ,.
<br />PB
<br />rLO------------------- ---- — rm
<br />UO) Ln Ln +
<br />0
<br />MATHEWS 'r' Maintain Existing Maintain ExistingLO
<br />;n LO,*
<br />N Vertical Clearance 'Vertical Clearance ROAD N N °
<br />• N t
<br />144 145 146 147 148 149 150 N
<br />N N N J (n
<br />_--------- -- - - ------------------------ - -- - --- ---------------- ------------- ---- --- - -
<br />-- -
<br />-------- - - -_ -__ __ -_ -__ ____ ___ -___ ___ _ ___ __ ___ ___------------------------------------__--------
<br />- __
<br />r
<br />f
<br />x -d, \
<br />fPB
<br />SDI ` r --------- -------------- ----- L---
<br />---
<br />___ _ _-_ ____ ________ .` L_J
<br />li
<br />EP/Lip \ PB PB _P
<br />i
<br />P B if I •'�',, -
<br />EP/Lip PP i
<br />z
<br />CURB RAMP 2 PP CURB RAMP Z. °,� o�� PP V1 TCASE CCASE C INTERSTATE 5 INTERSTATE 5
<br />a
<br />See Sheet 5 See Sheet 5 �•� �,, CURB RAMP 6 SB OVERPASS NB OVERPASS CURB RAMP 8 a �� -_
<br />j CASE C FOOTPRINT FOOTPRINT CASE F -Grade to drain Sta 144+81 Mathews Road " See Sheet 5 -
<br />See Sheet 6
<br />i curb ramp = Sta 10+00 SB Rte 5 On -Ramp
<br />I
<br />Existing Mon Box to remain in place
<br />Mon Pin Elev = 16.96
<br />RECORD µ .._, G
<br />Corrections
<br />No Ch
<br />DabsyAny Person Using This Drawing Sh Ve
<br />AN Information By Insopctinv rhe Site Of Y°/vr
<br />a No. 42581 M
<br />LP�'9%�. C/VlL
<br />�F
<br />C/0 -
<br />David Mendoza
<br />RCE 42581
<br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE 0 20 40 60 80 100 ASH STREET AND MATHEWS ROAD R ES U R FACING SHO. SHEETS
<br />COUNTY OF SAN JOAQUIN PLAN 42
<br />Ryan Yamada 06/77 - //6 Afe~' Ot-- �•�q /, ? •�-y �/9 SCALE IN FEET (Harlan Road to French Camp Road; Howard Road to Harlan Road) 3 7
<br />DRAWER SHEET N0. U RIPOSION DATE
<br />Fog
<br />Seal existing
<br />AC
<br />area 101
<br />1
<br />;
<br />04 a
<br />Q EP/Lip
<br />------------------------------
<br />1n---------
<br />-
<br />---------,GP_-,-\
<br />-- - - =--=rpl, -
<br />_----
<br />-
<br />T
<br />---
<br />+
<br />10
<br />N
<br />M
<br />r
<br />LO
<br />�'1
<br />142
<br />q
<br />N
<br />141
<br />N
<br />140
<br />PP
<br />PB
<br />w
<br />0
<br />N
<br />(~
<br />Z
<br />206' Taper Transition
<br />r
<br />\ :5i
<br />-,
<br />N
<br />°
<br />N
<br />Fog Seal
<br />existing
<br />AC area
<br />131
<br />Remove 0.25' AC & Place 0.25' HMA
<br />205' EP Taper Transition
<br />L0 b ■ I�I, I'Existing Water Main
<br />Fog Seal existingConst75+ Air Release Valve AC area EP/Lipw
<br />M
<br />EP EP/Lip
<br />w
<br />'�/ t" I cC Ti ------------------------------------------------------ -- --------------------------------------- ----------- �T� ------ / -- ----- ------ ---------------- -----------------
<br />--- ---- --- ----- ---- - O �� ,. --- ---- ---- ---- `--- ��
<br />N--------------------------------------�DIi—= �'� U ' L� `� -_- I----- -_- WM ---- -____ ====_ -____ -____ -____ -____----------------_==_ -____ -- ___ == ==_ ___ -___ -__ ' : - I \----------------------------
<br />y------------------
<br />-----------------
<br />--
<br />_--- --
<br />N
<br />to
<br />N ROAD N
<br />N
<br />132 '? 133 134 135 136 137 138 139
<br />J
<br />L
<br />U
<br />vy vy
<br />EP JP JP PP
<br />EP EP g
<br />Fog Seal existing
<br />AC area
<br />Remove 0.25' AC & Place 0.25' HMA
<br />-Relocate Exist Roadside Sign ,I i CURB RAMP 5
<br />Grade to drain
<br />k ,
<br />curb ramp from Sta 145+00 (50 Lt) '" CASE F
<br />= I ;� '� �' j••
<br />to Sta 144+95 (50' Lt) a I;; See Sheet 5 CURB RAMP 7 ��a �\
<br />CURB RAMP 3 w I" Relocate Exist Roadside Sin Const CASE C �"'
<br />CURB RAMP 1 va
<br />1) E_ 1 9 See Sheet 6
<br />See CASESheet 5 CASE C ;j ; from Sta 145+69 (39' Lt)
<br />See Sheet 5 ' to Sta 145+73 (39' Lt) EP/Lip PB p, o �., PB
<br />EP/Lip PB o V `'�_•' >
<br />r
<br />a i ,
<br />P B ,.
<br />PB
<br />rLO------------------- ---- — rm
<br />UO) Ln Ln +
<br />0
<br />MATHEWS 'r' Maintain Existing Maintain ExistingLO
<br />;n LO,*
<br />N Vertical Clearance 'Vertical Clearance ROAD N N °
<br />• N t
<br />144 145 146 147 148 149 150 N
<br />N N N J (n
<br />_--------- -- - - ------------------------ - -- - --- ---------------- ------------- ---- --- - -
<br />-- -
<br />-------- - - -_ -__ __ -_ -__ ____ ___ -___ ___ _ ___ __ ___ ___------------------------------------__--------
<br />- __
<br />r
<br />f
<br />x -d, \
<br />fPB
<br />SDI ` r --------- -------------- ----- L---
<br />---
<br />___ _ _-_ ____ ________ .` L_J
<br />li
<br />EP/Lip \ PB PB _P
<br />i
<br />P B if I •'�',, -
<br />EP/Lip PP i
<br />z
<br />CURB RAMP 2 PP CURB RAMP Z. °,� o�� PP V1 TCASE CCASE C INTERSTATE 5 INTERSTATE 5
<br />a
<br />See Sheet 5 See Sheet 5 �•� �,, CURB RAMP 6 SB OVERPASS NB OVERPASS CURB RAMP 8 a �� -_
<br />j CASE C FOOTPRINT FOOTPRINT CASE F -Grade to drain Sta 144+81 Mathews Road " See Sheet 5 -
<br />See Sheet 6
<br />i curb ramp = Sta 10+00 SB Rte 5 On -Ramp
<br />I
<br />Existing Mon Box to remain in place
<br />Mon Pin Elev = 16.96
<br />RECORD µ .._, G
<br />Corrections
<br />No Ch
<br />DabsyAny Person Using This Drawing Sh Ve
<br />AN Information By Insopctinv rhe Site Of Y°/vr
<br />a No. 42581 M
<br />LP�'9%�. C/VlL
<br />�F
<br />C/0 -
<br />David Mendoza
<br />RCE 42581
<br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE 0 20 40 60 80 100 ASH STREET AND MATHEWS ROAD R ES U R FACING SHO. SHEETS
<br />COUNTY OF SAN JOAQUIN PLAN 42
<br />Ryan Yamada 06/77 - //6 Afe~' Ot-- �•�q /, ? •�-y �/9 SCALE IN FEET (Harlan Road to French Camp Road; Howard Road to Harlan Road) 3 7
<br />DRAWER SHEET N0. U RIPOSION DATE
<br />
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