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GRADE SWALE
<br />3+42.80, 14.00' RT TO DRAIN
<br />1+60.00 .
<br />BEGIN WORK HMA OVERSIDE DRAIN
<br />CONFORM TO EXISTING 3+00,21C LT. 4+00, _25' LT.
<br />2+14, 18' LT. SWALE FL 146.0 SWALE FL 145.5
<br />BEGIN SWALE -
<br />ROW FL 146.8
<br />_ —`X —X-
<br />-�_ -' — —� —F— —F—�
<br />- -____ _ --- F; F—F—.__-F-
<br />-F —F— _0 -- —F— —F— —F— _
<br />1- - I/ - --_ 2+,00 - 3+ 00 - _ �_--1 _ _ 4400
<br />�- ROW GRADE SWALE-
<br />TO DRAIN
<br />1+60, 10.4' RT. 7242+00, 17.7' RT.
<br />BEGIN SWALE SWALE FL 146.6
<br />FL 146.8
<br />2+82, 18.7' RT
<br />12" CONCRETE FES
<br />PL FL=146.30
<br />1+82 ,
<br />+82, 17.5' RT.
<br />SWALE FL 146.7
<br />4+94.00, 14.00' LTTEMP
<br />5+70, 39' LT.
<br />�x
<br />H N
<br />FENCING
<br />� HMA OVERSIDE DRAIN
<br />SWALE FL 144.5
<br />(TYPE
<br />ESA)
<br />(E) OH LINES (AT&T
<br />GRADE SWALE
<br />6+00,
<br />34' LT.
<br />AND PG&E) 5+00, 34' LT.
<br />TO DRAIN
<br />SWALE
<br />FL 144.0
<br />SWALE FL 145.0
<br />PROTECT (E) POWER _
<br />POLE IN PLACE
<br />- - X- _ F F _- F ---
<br />X - - ---�► - _ F —
<br />--F F F
<br />"VR" LINE _ � - _ 5+700
<br />VICTORY ROAD
<br />---�•----�►---F__ --F-- 0
<br />—F--—F—F
<br />4 +00, 25. 3 RT. `d
<br />SWALE ft
<br />ROCK SLOPE PROTECTION Carr'
<br />AT FLARED END SECTION GRADE SWALE-1 5+22, 27.8' RT. (L
<br />SEE SHEET DU -2 FOR TO DRAIN SWALE FL -q4$-
<br />DETAILS 5+00, 27.8' RT. I ,��•�
<br />3t581 25.0' RT SWALE
<br />_ TEMP FENCING
<br />12" CONCRETE FES (TYPE ESA)
<br />FL= 146.46 23 PL
<br />Z
<br />fs$N12" RCP (CL IV)
<br />WITH CONCRETE CAP
<br />S=0.0020
<br />PLAN.
<br />SCALE: 1"=20'
<br />8+00, 33' LT. I
<br />SWALE FL 9+75, 18' LT.
<br />'*----x� - GR
<br />X DRAIN ADE TO SWALE FL 148.4 '
<br />-- 9+00 20 LT. 10+00, 13 LT.
<br />_ SWALE FL 147.8 END SWALE
<br />W .�-__ _ _ _ -�---- r- FL 149.0
<br />_ F
<br />--___ - R 0 W
<br />F ---F_ �_---f----- - —r --
<br />LU W - - ---
<br />CW`w' ._._
<br />Y/
<br />-- -- - - - - 8+,00 "VR" LINE 9
<br />O
<br />i-
<br />a _ _ _ F -- —_F - —_ - -
<br />> -- F F — �— — — — — —
<br />SD GRADE SWALE
<br />W - TO DRAI
<br />- -Y X -J 9+00, 19.3' RT.
<br />Z X---- -� 8+00, 28.8 RT. SWALE FL 1-48-$-
<br />SWALE FL 146 6
<br />10-1-00
<br />VICTORY ROAD
<br />10+00.00
<br />END WORK
<br />CONFORM TO EXISTING
<br />ROW
<br />10+00, 12.3' RT.
<br />/ 7+84 30.00 RT 0 '
<br />C)
<br />\ j4'1. 9+75, 18.3 RT.
<br />w m = 12" CONCRETE FES SWALE FL 147._/
<br />FL= 146.5±
<br />Z V
<br />CD E— 1 32'-12" RCP CL IV
<br />CIL w Q ` S=0.014
<br />J ~ 00' R T
<br />0
<br />Z�
<br />�x
<br />H N
<br />U N
<br />om
<br />W
<br />W o
<br />(E) POWER POLE,
<br />Z o
<br />PROTECT IN PLACE
<br />_ 7+,00
<br />-T ---- -. -.
<br />Z�
<br />Q�
<br />a
<br />I
<br />�::D
<br />(n >c
<br />�) W
<br />U
<br />d
<br />/
<br />k
<br />W
<br />--F— — ---- -
<br />W
<br />- -
<br />PROJECT ENGINEER
<br />>
<br />_l
<br />uj
<br />B. WALDROP
<br />a
<br />Q Qk�
<br />DRAWN BY
<br />Q
<br />SWALE FL 145.4-
<br />� O
<br />37' RT
<br />N W
<br />J. JACKSON
<br />FL=145.54
<br />J
<br />W Li
<br />POWER POLE AND GUY
<br />= W
<br />U �
<br />WIRE TO REMAIN AND
<br />X
<br />BE PROTECTED IN
<br />7+52, 32.
<br />12" CONCRETE FES PL
<br />FL= 146.0±
<br />ROCK SLOPE PROTECTION
<br />AT FLARED END SECTION
<br />SEE SHEET DU -2 FOR DETAILS
<br />PLAN
<br />SCALE: 1 "=20'
<br />DATE CHECKED BY DATE VICTORY ROAD BRIDGE No. 29C-467
<br />J. WALKER - REPLACEMENT PROJECT
<br />DATE SHEET NAME SCALE OVER LONE TREE CREEK
<br />8/28/18 DRAINAGE AND UTILITY PLANIAS NOTEFEDERAL PROJECT NO. BRLO-5929(216)
<br />/Q�oFEss'oti
<br />3AWS
<br />c� m� �� m
<br />W No. C-59724 r�
<br />CIV1�- �P
<br />9TF of CAL�F���
<br />'ON 133HS
<br />+41, 35' LT. 7+25, 39 LT.
<br />RaK sL BEG SWA 14"k-0SWALE 2 8
<br />AT NEST FL 42$
<br />,,�E/K. S S 7+22.40 14.00' LT
<br />W 1 ( HMA OVERSIDE DRAIN
<br />01,
<br />AoreA 24"
<br />ed KC, a1 )(-r' e
<br />�_&A Aj) ra*:.r 4i:)
<br />5+95, 28.0' RT.
<br />BEGIN SWALE
<br />F IL X43-5 \44-0
<br />ROCK SLOPE PROTECTION—
<br />AT FLARED END SECTION
<br />SEE SHEET DU -2
<br />6+12, 37' RT
<br />12" CONCRETE FES
<br />FL=145.10
<br />NOTES:
<br />a3mvda
<br />---- - - -No*— - — 3::
<br />_F— --F— F— F— —F J
<br />6+100 _
<br />(E) OH LINE (PG&E)-,,,",
<br />- x x
<br />g0.o,
<br />-�:$ -12„
<br />RCP (CL IV)
<br />S=0.0060
<br />1. FOR DRAINAGE DETAILS, SEE SHEET DU -2.
<br />2. FOR HMA OVERSIDE DRAIN DETAILS, SEE STATE STANDARD PLAN
<br />D87D.
<br />3. FOR 12” CONCRETE FES, SEE STATE STANDARD PLAN D94B.
<br />LEGEND
<br />7
<br />k /
<br />SD SD
<br />0 20' 40' 60'
<br />GRAPHIC SCALE: 1" = 20'
<br />GRADE TO DRAIN
<br />FLARED END SECTION
<br />ROCK SLOPE PROTECTION
<br />(LIGHT, METHOD B)
<br />STORM DRAIN PIPE
<br />(E) OVERHEAD LINE
<br />TEMPORARY FENCE (TYPE ESA)
<br />TO BE LOCATED BY PROJECT BIOLOGIST
<br />HMA OVERSIDE DRAIN PER STD. PLAN D87D
<br />oPa!UIN c COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC
<br />-+, WORKS BRIDGE DIVISION
<br />t 1810 E. HAZELTON AVENUE
<br />STOCKTON, CA 95205
<br />Cq�IFOaPHONE: (209) 468-3000
<br />PROJECT MANAGE CONSULTANT) �____ FAX: (209) 468-2999
<br />RECORD D WI
<br />Corrections
<br />No Grange! Sy
<br />Date t/7 z
<br />Any Person Using This Drawing Should Verify
<br />AN Information By Ir speedno The Site Of work
<br />N V 5
<br />BEYOND ENGINEERING
<br />2525 NATOMAS PARK DRIVE, SUITE 300 SACRAMENTO, CA 95833
<br />916.641.9100 TEL 916.641.9222 FAX WWW.NV5.COM
<br />SHEET N0.
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<br />(E) POWER POLE,
<br />PROTECT IN PLACE
<br />_ 7+,00
<br />-T ---- -. -.
<br />O
<br />+r
<br />ti
<br />a
<br />--F— — ---- -
<br />W
<br />- -
<br />Z
<br />X x
<br />_l
<br />0
<br />7+05, 33.2' RT.
<br />Q
<br />SWALE FL 145.4-
<br />37' RT
<br />12" CONCRETE FES
<br />FL=145.54
<br />POWER POLE AND GUY
<br />WIRE TO REMAIN AND
<br />BE PROTECTED IN
<br />PLACE
<br />PL
<br />GRADE TO DRAIN
<br />FLARED END SECTION
<br />ROCK SLOPE PROTECTION
<br />(LIGHT, METHOD B)
<br />STORM DRAIN PIPE
<br />(E) OVERHEAD LINE
<br />TEMPORARY FENCE (TYPE ESA)
<br />TO BE LOCATED BY PROJECT BIOLOGIST
<br />HMA OVERSIDE DRAIN PER STD. PLAN D87D
<br />oPa!UIN c COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC
<br />-+, WORKS BRIDGE DIVISION
<br />t 1810 E. HAZELTON AVENUE
<br />STOCKTON, CA 95205
<br />Cq�IFOaPHONE: (209) 468-3000
<br />PROJECT MANAGE CONSULTANT) �____ FAX: (209) 468-2999
<br />RECORD D WI
<br />Corrections
<br />No Grange! Sy
<br />Date t/7 z
<br />Any Person Using This Drawing Should Verify
<br />AN Information By Ir speedno The Site Of work
<br />N V 5
<br />BEYOND ENGINEERING
<br />2525 NATOMAS PARK DRIVE, SUITE 300 SACRAMENTO, CA 95833
<br />916.641.9100 TEL 916.641.9222 FAX WWW.NV5.COM
<br />SHEET N0.
<br />9 of 27
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