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HYDROLOGIC SUMMARY FOR BRANCH CREEK BRIDGE
<br />Br. No. 29-CO377 (Munford Ave)
<br />Drainage Area:
<br />.75 square miles
<br />Overtopping
<br />Design Flood Base Flood Flood/Flood of Record
<br />Frequency 50 year
<br />100 year N/A
<br />Discharge 176.0 cfs
<br />237 cfs N/A
<br />Water Surface
<br />Culvert, RCP
<br />Elevation at Bridge 26.0 ft
<br />26.1 ft N/A
<br />Flood plain data are based upon
<br />information available when the plans
<br />were prepared and are shown to
<br />meet federal requirements. The
<br />accuracy of said information is
<br />not warranted by the State and
<br />interested or affected parties
<br />should make their own investigation.
<br />No As -7 •.. ranges
<br />Parking Lot
<br />gC AC
<br />Chain Link Fence
<br />By Field Observation
<br />Culvert, CMP
<br />Dia.=1.50
<br />Elev.=25.07
<br />DIST COUNTY ROUTE POST MILES SHEET TOTAL
<br />TOTAL PROJECT No. SHEETS
<br />10 n SJ
<br />/ 4,99 19.5/R20.1 , 1219
<br />'/ 1414
<br />�l y.U44f, 11-04-1 aDFESS/O
<br />REGISTERED CIVIL ENGINEER DATE woe Ns�
<br />ip fy
<br />Chris Udarbe =
<br />3-26-12
<br />C62985 �'
<br />PLANS APPROVAL DATE
<br />KID 6-30-11
<br />The State of California or its officers or agents sr CIVIL
<br />stall not be responsible for the accuracy or 4>F• dip
<br />cagnleteness of electronic copies of this plwsheet. OF CALIF
<br />SURVEY CONTROL
<br />SOFFIT ELEVATIONS
<br />LGC 135 (Not Shown On Plan)
<br />-i�(�
<br />Culvert, RCP
<br />PK Nail
<br />Comcast OH Cable
<br />Note: 27 72
<br />Dia.=1.50
<br />Elev.=25.07
<br />.x
<br />Per District Utility Map
<br />® -Indicates CISS pile.
<br />20 - 27.67
<br />25
<br />N 2,161,612.71
<br />E 6,351,345.07
<br />Elev. = 27.93
<br />Culvert, CMP
<br />Culvert,
<br />t,
<br />�haf s�s
<br />3❑ - 27'68
<br />®- 26.62
<br />25.50
<br />28
<br />�.!SM
<br />Elev.=24.90
<br />AT&T OH Telephone
<br />LGC 136
<br />PK Nail
<br />Bridge Location
<br />28
<br />© - 26.61
<br />Per District Utility Map
<br />14.66 FT Rt. Munford Ave
<br />27
<br />PG&E 12 KV OH High Voltage
<br />Q2 - 15.11 Lt. "MUN" Line Sta.31+75.11, Elev.=28.70 ±
<br />°
<br />a;
<br />Culvert, RCP
<br />Per District Utility Map
<br />Elev. = 28.78
<br />Q4 - 15.09 Rt. "MUN" Line Sta.31+97.81 , E I ev.=28.69 ±
<br />w,
<br />Dia.=1.00
<br />SOUTH S T O C K T O N WIDENING
<br />PRELIMINARY INVESTIGATION
<br />Building
<br />°X Phoun M. Vu
<br />Elev.=25.74
<br />DIVISION OF ENGINEERING SERVICES
<br />BRIDGE NO.
<br />Parking Lot
<br />Hinge
<br />Free
<br />By
<br />DETAILS
<br />CHECKED
<br />PG&E 6" Steel HP
<br />sTRUCTUREDESIGN
<br />Gravel
<br />Post
<br />Gate
<br />Post-°
<br />EP
<br />N 2,161,872.76
<br />Per District Utility Map
<br />DESIGN BRANCH 1
<br />POST MILE
<br />o.3 mi East
<br />o
<br />Driveway
<br />E 6,352,210.58
<br />cNEOKED
<br />Phoun M. Vu
<br />Well
<br />O Culvert,
<br />2 Dia.=1.50
<br />CMP
<br />+
<br />Chain
<br />Culvert, RCPT
<br />Culvert, CMP
<br />STRUCTURES FOUNDATION PLAN SHEET (ENGLISH) (REV. 09-01-10)
<br />Elev.--25.93
<br />6 -6" -0" 16'- Link
<br />Diay.=25.
<br />Elev.=25.82
<br />Diay.=25.
<br />Elev.=25.74
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<br />2 3 + Fence
<br />h�
<br />�
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<br />PROJECT NUMBER & PHASE: 1000000409 1
<br />---t -gyp h -- e
<br />-�
<br />Chain Ltvk Fenc
<br />--te - { h -
<br />-
<br />-
<br />+ X
<br />t
<br />v { h
<br />--- tv--{oh)--- --- tv --
<br />o9h�-
<br />9
<br />-g - -g - -:
<br />G -
<br />-e o
<br />-ems oh -ems
<br />To Frontage Road
<br />Joint 28
<br />��\ \ \
<br />�� l '���__
<br />��, �\�•'
<br />_____
<br />Mail
<br />I
<br />Joint
<br />28
<br />a:
<br />AC
<br />Pole ----------------------
<br />EP
<br />29�
<br />-- Existi • EB --31+8'S"
<br />1 ���,
<br />Box --EP -
<br />Pole
<br />Bridge�§��� Elev 30.20
<br />AC
<br />"MUN" Line
<br />29 v �1F29C-037Z�.�
<br />Munford Ave
<br />N72' 8'27"E 29
<br />28
<br />30
<br />31
<br />\\�`t� ��\`AC/PCC\:�\�♦ ��, 32
<br />33 AC 34
<br />EP
<br />g
<br />3 ��bJa� / `<�� ,� 4
<br />EP_____________
<br />To Mariposa Road
<br />AC
<br />28
<br />/
<br />Elev 30:20 --
<br />28
<br />-g - -g - -g -
<br />- g -
<br />-g - - 28
<br />- 2 -
<br />0
<br />v
<br />AtBG x
<br />\• 5 \
<br />Link F c
<br />lephone
<br />_
<br />_9 _ _9
<br />Pole
<br />rie
<br />0)
<br />Culvert, CMP
<br />Cabled
<br />Culvert., CMP
<br />Dia.=1.00
<br />Dio.=1.50
<br />Elev.=26.39
<br />\
<br />27 Elev.=25.55
<br />PG&E 6" Steel HP
<br />Per District Utility Mop
<br />16'-6"
<br />22'-0"
<br />16'-6"
<br />27
<br />Culvert, RCP
<br />Dia.=1.00
<br />OG
<br />28 0�
<br />Culvert, CMP
<br />Culvert CMP
<br />Dia.=1.50
<br />Elev.=26.23
<br />c^
<br />Dia.=1.50
<br />Elev.=26.24
<br />m
<br />eek
<br />Elev.=25.12
<br />Barbed Wire
<br />Fence
<br />NG2 166 740.96
<br />Culvert, CMP
<br />28
<br />25
<br />Dia.=1.50
<br />25
<br />E 6,351,849.34
<br />Elev.=26.22
<br />Elev.=28.78
<br />SURVEY CONTROL
<br />SOFFIT ELEVATIONS
<br />LGC 135 (Not Shown On Plan)
<br />PK Nail
<br />Note: 27 72
<br />17.91 FT Lt. Munford Ave
<br />Sta. 24+96.44
<br />® -Indicates CISS pile.
<br />20 - 27.67
<br />N 2,161,612.71
<br />E 6,351,345.07
<br />Elev. = 27.93
<br />�haf s�s
<br />3❑ - 27'68
<br />®- 26.62
<br />�.!SM
<br />.6ltl't
<br />❑5 - 26.57
<br />LGC 136
<br />PK Nail
<br />Bridge Location
<br />© - 26.61
<br />14.66 FT Rt. Munford Ave
<br />(D- 15.57 Lt. "MUN" Line Sta.31+17.42, Elev.=28.74 -
<br />Sta. 30+15.751
<br />Q2 - 15.11 Lt. "MUN" Line Sta.31+75.11, Elev.=28.70 ±
<br />N 2,161,740.96
<br />E 6,351,849.34
<br />(3)- 14.66 Rt. "MUN" Line Sta.31+40.41, Elev.=28.70 ±
<br />Elev. = 28.78
<br />Q4 - 15.09 Rt. "MUN" Line Sta.31+97.81 , E I ev.=28.69 ±
<br />SOUTH S T O C K T O N WIDENING
<br />PRELIMINARY INVESTIGATION
<br />SECTION DESIGN BTR, coria
<br />°X Phoun M. Vu
<br />STATE OF
<br />DIVISION OF ENGINEERING SERVICES
<br />BRIDGE NO.
<br />MUNFORD AVENUE BRIDGE (WIDEN)
<br />SCALE
<br />VERT.DATUM NGVD29 PHOTOGRAMMETRY AS OF:X
<br />By
<br />DETAILS
<br />CHECKED
<br />CALIFORNIA
<br />sTRUCTUREDESIGN
<br />29C-0377
<br />1"=20'
<br />HORZ.DATUM NAD83 (1991.35) SURVEYED BT District/T.Gillett
<br />L. Wang
<br />CHECKED BTT. Gillett 08/2009
<br />R. Coria
<br />DESIGN BRANCH 1
<br />POST MILE
<br />o.3 mi East
<br />F O U N D A T 10 N P L A N
<br />QUANTITIES BY
<br />ALIGNMENT TIES Dist. Traverse Sheet DRAFTED BY T. ZOInIkOV 08/2009 CHECKED °YL.Lew 08/2009 R. Coria
<br />cNEOKED
<br />Phoun M. Vu
<br />DEPARTMENT OF TRANSPORTATION
<br />of SR 99
<br />STRUCTURES FOUNDATION PLAN SHEET (ENGLISH) (REV. 09-01-10)
<br />ORIGINAL SCALE IN INCHES
<br />FOR REDUCED PLANS
<br />UNIT: 3646
<br />1 DISREGARD PRINTS BEARING
<br />EARLIER REVISION DATES y
<br />BEv,s °N 'ATES SHEET I OF
<br />0 1 2 3
<br />PROJECT NUMBER & PHASE: 1000000409 1
<br />CONTRACT NO.: 10-3A1001
<br />e8 07 12/29n1 3 13
<br />-
<br />FILE => 29c-0377-e-fp.dgn
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