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<br />O J1' j �P O a
<br />O O _ s r!`
<br />x
<br />110
<br />!'C x
<br />gJS96� SEE SHEET 6 FOR CURVE
<br />�� \ ^ \ }' \� _ s RADII WIDENING DETAILS
<br />\ or �QC'
<br />x�° '9I/�N
<br />0/1
<br />1 \ •, `" �/� 3X3 CONC. SLAB
<br />O� F TO BE REMOVED.
<br />'c� _1y
<br />aT-r A
<br />\ \ ti
<br />R
<br />L ✓ :
<br />A _ _
<br />- o 0
<br />7O�FoT,A�°STS Ac`�•��i r `� `�-1�—p---=►o
<br />,OqL o 0 o�F Flo
<br />qT0 \ 4 \\ o
<br />�\
<br />LEGEND
<br />DEPTH OF ASPHALT CONCRETE�x ' '01
<br />DEPTH
<br />0.25 PAVEMENT PLANING. AJ �� \o y J o \ 2 Ve4 s
<br />LIMITS OF ASPHALT CONCRETE O \
<br />PAVEMENT PLANING. A, °� ?S•. X y' v v F \
<br />\ \ \\, �h '�O '\
<br />101.05 NEW ELEVATION. sA\� O`
<br />� F �- n
<br />A.C. TRANSITION AREA.
<br />NEW WIDENING AREA. T \
<br />- -
<br />EXISTING RIGHT-OF-WAY LINE. \\\y�Q \o Acc��Fq
<br />---------- NEW RIGHT-OF-WAY LINE. \ \sA�� `FOOF'ps C°�1
<br />\ �O v .
<br />ON
<br />POTHOLE SCHEDULE
<br />LOCATION
<br />UTILITIES
<br />ITEM
<br />ELE, .
<br />PIPE
<br />FRW GFOW
<br />STA, 10+10 18' LT,
<br />SPRINT
<br />1"0 FIBER OPTIC
<br />98.81
<br />94,98
<br />3,83'
<br />STA, 10+31 31' LT,
<br />KINDER MORGAN
<br />12"0 PIPE
<br />98,75
<br />92.88
<br />5.87'
<br />STA. 11+35 51' RT.
<br />KINDER MORGAN
<br />12"0 PIPE
<br />98,16
<br />91.92
<br />6.24'
<br />STA, 11+32 69' RT.
<br />SPRINT
<br />1"0 FIBER OPTIC
<br />97,99
<br />94,84
<br />3,15'
<br />STA. 12+35 23' LT.
<br />AT&T
<br />4"0 CONDUIT
<br />97,55
<br />94.21
<br />3,34'
<br />STA, 265+38 18' LT,
<br />CHEVRON
<br />6"0 PIPE
<br />99.96
<br />95,35
<br />4,61'
<br />STA. 10+22 2.5' LT.
<br />CHEVRON
<br />6"0 PIPE
<br />99.89
<br />92.83
<br />7,06'
<br />STA, 11+30 18' LT,
<br />CHEVRON
<br />6"0 PIPE
<br />100.50
<br />94,48
<br />6.02'
<br />STA, 11+58 23,8' LT,
<br />CHEVRON
<br />6"0 PIPE
<br />99.73
<br />94.24
<br />5,49'
<br />STA. 12+16 23.7' LT,
<br />CHEVRON
<br />6"0 PIPE
<br />99,09
<br />95,03
<br />4.06'
<br />STA, 17+00 21' LT,
<br />CHEVRON 1
<br />6"0 PIPE
<br />95,07 1
<br />91,66
<br />3,41'
<br />NEW EP
<br />NEW
<br />STRIPING LINE
<br />O.50!—,O.25'-ore. ,T�R�)ANSITION OVERLAY,
<br />V �L( 1 tA�IZ 00 / l I L
<br />(1)
<br />LASHING
<br />E
<br />RXR CROSSING WARNING SIGNAL AND
<br />EXISTING OLEANDER.
<br />LIGHT, SEE SHEET 6 FOR DETAILS.
<br />(TO
<br />PROVIDED
<br />AND INSTALLED BY UPRR).
<br />(1
<br />(SIGN W3-1)
<br />STA,
<br />INSTALL (2) TYPE Al -8 CURB
<br />120' LONG.
<br />STA,
<br />SEE DETAIL ON SHEET 6,
<br />x
<br />X
<br />Li
<br />Cif
<br />(SIGN W3-1)
<br />STA,
<br />w
<br />UPRR CONDUIT
<br />bi
<br />•
<br />Of
<br />m
<br />Z
<br />L
<br />G�ryr°
<br />Q
<br />m
<br />AT EVERY 50 FT. INTERVALS,
<br />oz
<br />± w
<br />co
<br />+
<br />z
<br />U
<br />•— Z
<br />N
<br />0
<br />U
<br />w
<br />Q
<br />Nm
<br />N
<br />W
<br />STOP -BAR
<br />REMOVE AND DISPOSE
<br />EXISTING FENCE (BW).
<br />PLACE NEW FENCE (BW)
<br />PER S,P. A86
<br />(WOOD POST).
<br />PROPOSED E.P.
<br />PRECAST CONCRETE ROAD CROSSING
<br />(TO BE PROVIDED & INSTALLED BY UPRR)
<br />NOTE: STRIPING SHOWN FOR
<br />INFORMATIONAL PURPOSES
<br />`-T UL, )61. cc Z
<br />RECORC
<br />Correc' - .
<br />No cr
<br />Data- � --- -- -
<br />Aunt' Pay rg y`
<br />4k .� , , ; , ,�• . v ` ')Ouid Vority
<br />- Df Wnrk
<br />0,25' A. C. OVERLAY.
<br />Const.
<br />STA, 13+90f 36' LT,
<br />SIGN RELOCATION.
<br />APPROXIMATE LOCATION
<br />OF 6" H.P. PETROLEUM
<br />PIPELINE,
<br />TRACY
<br />CITY LIMITS
<br />J
<br />N
<br />w
<br />U Q
<br />r- t -
<br />Q c� STA. 16+40f 28' LT,
<br />V m W2-4 SIGN RELOCATION
<br />PROPOSED POLE
<br />RELOCATION BY OTHERS (TYP,)
<br />'ON 133HS I 83MV80
<br />N
<br />O
<br />J LJ
<br />U
<br />-zLLJ
<br />z
<br />03
<br />00 -I- 3 z
<br />co
<br />00
<br />Q 00
<br />V)w w
<br />f, I—
<br />%
<br />—
<br />♦ I
<br />__
<br />- --- --------1------------ --------------- --------------- - # -
<br />14 GRANTLINE ROAD 15 io 16 17
<br />__--.__— _.-------- --------------------- _
<br />S
<br />-- ------------ ----- ------------
<br />01�1.,1p� --
<br />E _ ,
<br />II^^
<br />c � V
<br />uJ
<br />"° o �F TRACY EXISTING FENCE C/�5S s j�
<br />4,0 OCq S14,`C \, CITY LIMITS TO REMAIN IN PLACE
<br />FO �,o qp o��
<br />F0, * PLACE 3' WIDE X 40' LONG X 1 " THICK STEEL PLATE AT THE BOTTOM OF SUBGRADE
<br />\ �Ci x9\ qy
<br />'Q/�C. 0O OVER THE SPRINT FIBER OPTIC LINE IN THE CONSTRUCT FROM HEAVY CONSTRUCTION
<br />'Q 6 EQUIPMENT MOVEMENT. REMOVE STEEL PLATE WHEN READY TO BUILD ROADWAY
<br />TO F.o� STRUCTURAL SECTION.
<br />F o
<br />o
<br />qTj� o OFp ** PLACE 3' WIDE X 25' LONG X 1" THICK STEEL PLATE AT THE BOTTOM OF SUBGRADE
<br />"N o OVER THE SPRINT FIBER OPTIC LINE IN THE CONSTRUCT FROM HEAVY CONSTRUCTION
<br />\A ` ;, o •9,o EQUIPMENT MOVEMENT, REMOVE STEEL PLATE WHEN READY TO BUILD ROADWAY
<br />STRUCTURAL SECTION,
<br />EXISTING EDGE OF PAVEMENT. IN
<br />EXISTING MAINTENANCE HOLE. o ,C� \ \ \ -- ��
<br />1�` . \ \ \ ST \ 4 FO �O
<br />EXISTING R.R. XING CROSSING GATE
<br />STRIPING AND MARKINGS TO BE RELOCATED BY UPRR.
<br />TO BE REMOVED, EXISTING UTILITIES POLES,
<br />F0�B
<br />EXISTING FENCE, EXISTING UTILITIES WARNING �.. �\ <. SAS yam}\ ` /O -319,
<br />0 o NEW FENCE, MARKERS.
<br />APPROXIMATE LOCATION OF EXISTING SIGNS,
<br />r 6" PETROLEUM PIPELINE (NON ACTIVE),
<br />APPROXIMATE LOCATION OF w EXISTING UTILITIES WARNING ST
<br />6" H,P, PETROLEUM PIPELINE. BYROTHERSKERS O BE RELOCATED \ S°cq 2-�'� \ 6�\
<br />APPROXIMATE LOCATION OF -r NEW UTILITIES POLES
<br />12.. H.P. PETROLEUM PIPELINE. TO BE PLACED BY OTHERS. \
<br />APPROXIMATE LOCATION OF CI NEW SIGNS,
<br />SPRINT FIBER OPTIC, t
<br />TREES TO REMAIN IN PLACE \
<br />— —°'— — APPROXIMATE LOCATION OF
<br />AT&T SERVICE LINE "-4" CONDUIT),
<br />' `
<br />EXISTING OLEANDER.
<br />o
<br />SIDE)
<br />STA,
<br />(1
<br />(SIGN W3-1)
<br />STA,
<br />279+30
<br />(AHEAD)
<br />STA,
<br />— — PG&E GAS LINE,
<br />x
<br />X
<br />TREE OR OLEANDER TO BE REMOVED.
<br />(SIGN W3-1)
<br />STA,
<br />h
<br />h
<br />UPRR CONDUIT
<br />STA.
<br />•
<br />KINDER MORGAN PIPELINE POTHOLE
<br />LOCATIONS
<br />G�ryr°
<br />NEW RAISED CURB,
<br />AT EVERY 50 FT. INTERVALS,
<br />�P
<br />DRAWN BY DATE
<br />PROJECT ENGINEER
<br />DATE CHECKED BY
<br />DATE
<br />Enrique Sdva<<7
<br />COUNTY OF SAN JOAQUIN
<br />l3
<br />DRA AR
<br />SHEET NO.
<br />REVISION
<br />I
<br />DATE
<br />/O
<br />016
<br />ti^ r>tnlir' ro•� fes° qs � . soot/ cF
<br />'Ai qj•
<br />. o
<br />� O 4
<br />SCALE
<br />1 of
<br />: 40'
<br />PLAN
<br />UNDERGROUND
<br />SERVICE ALERT
<br />REMOVE ROADWAY SIGNS
<br />AND
<br />PAVEMENT MARKINGS
<br />(LEFT
<br />SIDE)
<br />STA,
<br />278+02
<br />(SIGN W3-1)
<br />STA,
<br />279+30
<br />(AHEAD)
<br />STA,
<br />279+88
<br />(STOP)
<br />STA.
<br />283+13
<br />(SIGN W3-1)
<br />STA,
<br />283+33
<br />(AHEAD)
<br />STA.
<br />283+91
<br />(STOP)
<br />Z3
<br />No, 42581
<br />9IF CI
<br />David Mendoza
<br />Registered Civil Engineer
<br />BYRON ROAD AND GRANT LINE ROAD
<br />INTERSECTION IMPROVEMENTS
<br />SHEET TOTAL
<br />NO, SHEETS
<br />3 7
<br />
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