HomeMy WebLinkAboutDWG 804-1; ; COUNTY - RANCHO SANTA FE ROAD BRIDGE, 1979; 01-12w to-<t 0
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INDEX OF SHEETS
SHEET N°
I TITLE SHEET
2 GENERAL PLAN
3 GRID GRADES -TYPICAL SECTION
4 FOUNDATION PLAN
5 ABUTMENT AND PIER DETAILS
6 SLAB DETAILS
7 SLAB REINFORCEMENT DETAILS
8 METAL TUBE BRIDGE RAILING -TYPE 116
9 ROAD AND DETOUR PLAN ·
10 LOG OF TEST BORINGS
COUNTY OF
DEPARTMENT
SAN
OF
DIEGO, CALIFORNIA
TRANSPORTATION
PLANS FOR
CONSTRUCTION OF
FEDERAL· SPECIAL BRIDGE REPLACEMENT
PROJECT NO. I I-SD-BR S345(1)
APPLICABLE
STANDARD PLANS (State of California)
A62-BB
BO -I
BO -3
B0-5
A77-C.8W
A77-D.2W
A77-E.4
A79-B.8
C2J-Standard Plan Sheet No.
'CJ---oetai!No.
•
GENERAL NOTES:
"ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES
NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS
OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN
THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT
MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE."
BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND
UTILITIES BY CONTACTING EACH OF THE FOLLOWING LISTED UTILITY COMPANIES:
1-'Rl:CISION
FEB 03 19'1~
Mt\~ ,1ttltrll.MJiO
GAS & ELECTRIC: S. D. G. & E.· · · · · · ··· ·· · ··· · ·· ·· · · · · 235-6323
TELEPHONE: PAC. TEL, CO. LOCATING SERVI.CE···· ··298-0595
WATER: SAN MARCOS WATER DI ST.· · · · · · · · · · · · · · · · · · · · 744 -0460
SEWER: SAN MARCOS WATER DIST. · · · · · · · · · · · · • · · · · · · · · · 744 -0460
BRIDGE NO. 57C-278
RANCHO SANTA FE ROAD BRIDGE (A25-BI}
ACROSS SAN MARCOS CREEK
in the vicinity of SAN MARCOS
\ 1' SAN MARCOS
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PROJECT
LOCATION
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SCALE IN MILES
0.25 O.!l
DIST. COUNTY PROJECT SHEET NO. TOTAL SHEETS
11 S.D. BR S34511) 1 10
RIVERSICE. COUN'FY
Sa
oceans
Tecah
.__--PROJECT LOCATION
$AC •
11 AS BUILT" REVISION
CONSTRUCTION co~'-!!jt /:?-"5· 7~
APPROVE[)"~ ,,.,... DATE //-J.f~]q
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Potrero
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Yaqui
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cisson Crossing
Apa Caliente
Spring
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Boulevard
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SAN DIEGO
COUNTY
DEPARTMENT OF TRANSPORTATION RECOMMENDED BY'A'j...;_fl../~n ,_, DATE 3 -za-zz
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II _____ R_EV_IS_IO_N_S _____ I_BY_IA_PP_R_OV_E_DI_DA_T_E--i_....:c:::0:.:::0.:.:R=Dl~N=-AT:_:E:....:l::.:N:.DE:::X:..._-1 FEDERAL· SPECIAL B RI OGE RE PLACEMENT SCALE: HOR. VERT.
OFFICE OF THE COUNTY ENGINEER
COMMUNITY SERVICES AGENCY
County of San Diego, 5555 Overland Ave., San Diego, CA., 92123
-------,------,...,.--= -,..... --= -_-..,..-_--,-:----...,..----------=-_DA_T_E ====:::-:::-.:::--+-+-------------+---+----+----1..:::::::3=4=2=.:.N:..:.... L=:::::::1::::::70=::l===-=E~-RANCHO SANTA FE ROAD BRIO GE
APPROVED sY, o r:_ .. , ~ n 11 coNsT. coMPL. /:?-'5·78 SAN MA Reos f-£ LI-...) ~,.c,;: ~..,.DA TE '!) . '2... \ -
COUNTY ENGINEER R.C.E. 10358 AS BUILT REV. /(5)--;?lf!,-TITLE SH_EET
w.o. # 3C7089 R.S. 454
FILE NO. F 1412. 10001
SHEET I OF 10 SHEETS
S.P. NO. 138
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Ii. NEW BRIDGE
0 (i_ ROADWAY 8i R. S. 454 7 -C\I 1/
( Construction <t_ )
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5 SPANS (a) 39'-o" = 195'-o"
(xi
= ------,
I APPROX. FLOW EL= 323.00 I WATER TABLE
Pl ER 2 ELEV. 325.ti PIER 3 PIER 4 PIER 5
I_ AUG 26, 197~ 'i;L
APPROX. ORIGINAL GROUNDl
---------
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ELEV 318.00
Elevation-Outside Face of Rail Posts
Scale' l"=IO-O Approx.
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ELEV 318.00 .. · L __ :__ "ELEV.:51~:00
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27 SPA co) 81-0"= 2I6'-o"·TYP
EDGE OF DECK
127•69.50
/
METAL TUBE BRIDGE ll<
RAILING TYPE 116(TYP.) ~~~
SEE SHT. 8 c,._,
12 8 + 08.50
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DIST. COUNTY PROJECT SHEET NO. TOTAL SHEETS
11 S.D. 'BR S345(1) 2 10
COUNTY OF SAN DIEGO, CALIFORNIA
RANCHO SANTA rE RD. BRIDGE
Over San Marcos Creek
Approxlmotely 500 feet North of auesthaven Road
Br N . A 25-BI F 141 .10001 S. P. No. 13
G NERAL PLAN
Sheet 2 of 1.Q_ Sheets Scale:
W.0.# 3C7089
Approved by:
Hor. Vert.
Date .JI-Z:!' -7 7
Date
, I. n i ,.,IE. °' .1. \ .-,1 .,,i::,±,-::'W"""'-,:,Q...X4....\lv:::,.::=::=c--:'""H~5.,,. Date..;-./,._ ___ _
ENGINEER R.C.E. 103158
COORDINATE INDEX 342 N. 1701 E.
Constr. Campi. Date /::?-8-79 As Built Rev. /~-.;;?& -79
ROCK SLOPE PROTECTION REVISIONS
1;4 TON METHOD "B 11 Na. Description By Approved Date
NOTES
DESIGN: A.A.S.H.0. ''STANDARD SPECIFICATIONS FOR HIGHWAY
BRIDGES DATED 1973 AND INTERIM SPECIFICATIONS DATED 1974 8i 19t5
LIVE LOADING: HS 20-44 AND ALTERNATIVE.
DESIGN STRESSES: f'c = 3,250 psi
f s = 24,000 psi
n = 10
CONSTRUCT I ON: STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, BUSINESS
AND TRANSPORTATION AGENCY, DEPARTMENT OF TRANSPORTATION, 1975 ED
PIER FOOTING PRESURE: 4 TONS PER S.F ALLOWABLE DESIGN
ABUTMENT FOOTING PRESSURE: 2 TONS PER S.F. ON NATIVE SOIL COMPACTED TO '95% R.C.
11-!50
128 + 47.50
S 35° 53° E
S 35°53' E 129~
62' -6" TYP.
METAL BEAM GUARD RAILING (WOOD POST) WITH
CABLE ANCHOR ASSEMBLY (BREAKAWAY, TYPE A)
TYP. ALL 4 APPROACHES.
REFER TO STD. PLANS• A77-C.SW, A77-D.2W,
A77-E.4 8 A79-8.8 FOR ADDITIONAL
RAILING DETAILS.
SEE SHT. 8 FOR CONNECTION DETAILS.
TOE OF SLOPE
PLAN
Scale' 1"=1 o'-O"Appror.
F 1412.10001 RANCHO SANTA FE ROAD BRIDGE
SHEET 2 OF 10
Br. No. A25-Bl
S. P. No. 138 457-185
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ABUTMENT># 6-329.59
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ABUTMENT* I -328.15
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SEE DETAILS ON SHEET 8
171-611 i
15'-o" :t
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BEVELED I CHANNEL
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11 S.D. BR S345 (H 3 10
COUNTY OF
RANCHO
SAN DIEGO, CALIFORNIA
SANTA FE RD. BRIDGE
Over San Marcos Creek
Approximately 500 feet North of Questhaven Road
Br. No. A25-BI F 1412.10001 S. P. No. 138
GRID GRADES -TYPICAL SECTION
I2'-o" Sheet _.3_ of .JJL Sheets Scale: Hor. /JS NOTEPvert.
( TYP.l W.0.# 3C7089 F.B.#
Recommended i,,,,
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OU TY GINEER
Jll,C.&. . ~·1.\-11 1~~ Date
A.C.E. 10358
COORDINATE INDEX
342 N. 1701 E.
Constr. Comp!. Date /?·8· 78 As Built Rev. /47·:;?t:/!?-79
REVISIONS
No. Descri tion B Approved Date
CD CORRECT POST
DIMENSION
p.s. 1-10-7.1'
NOTE:
ELEVATIONS SHOWN ARE AT TOP OF DECK.
SAN E>IE00 0AS8 ELECTRIC GO.TO FURNISII a IPlSTALL8"60•iOUIT a, 4"6ARRIER PIPE
SAN DIEGO GAS 8, ELECTRIC CO. TO FURNISH CONTRACTOR TO INSTALL 2-5" PLASTIC CONDITS
PACIFIC TELEPHONE CO. TO FURNISH CONTRACTOR TO INSTALL 4-4"PLASTIC CONDUITS
Dwt;-cio4-I
F 1412. 10001 RANCHO SANTA FE ROAD BRIDGE Br. No. A25-BI.
457-185 SHEET 3 OF 10
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PRECl'i!ON
NOV 271979.
MICROCILMED ·
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TOP OF FOOTING = c.o -I --.
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ABUTMENT# 6 -329.59
AI ABUTMENTS
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METAL TUBE BRIDGE RAILING TYPE 116 (TYP}
SEE DETAILS ON SHEET 8
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DIST. COUNTY PRciJECT S.HEET NO. TOTA'l: siil1:ETS
11 S.D. 'BRS345(11 • 3/>. 10 "'-, . . .
COUNTY OF SAN DIEGO, CALIFORNIA
RANCHO SANTA FE RO. BRIDGE
Over San Marcos Creek
Approximately 500 feet North of Questhoven Rood
Br. No. A25-BI Fl4I2.IOOOI S. P. No. 138
GRID GRADES -TYPICAL SECT N
Sheet ..3JA of ...l.Q.... Sheets Scale:
W.0,# 3C7089 F.B.#
Recommended ~4 . (.J. #/4,
Approved by:
COORDINATE INDEX
Hor. AS NOTW\lert.
T--r' 0a1. s-z$ ... zz
Date
Const,. Campi. Dal• /2'·8· 7,,-'z As Built Rev. d •
REVISIONS
E.
No. Descri lion
CORRECT POST
D•IMENSION
B A roved
p. ,s.
Date
/-/0-7/'
CD
ELEVATIONS SHOWN ARE AT TOP OF DECK.
SAP• BIECO GAS a ELECTRIC GO.TO FURNISH 8i INSTALL811GONDl:IIT 8i 411 SJt.RRIEFI PIPE
SAN DIEGO GAS a ELECTRIC CO. TO FURNISH CONTRACTOR TO INSTALL 2-5 11 PLASTIC CONplTS
PACIFIC TELEPHONE CO. TO FURNISH CONTRACTOR TO INSTALL 4-4"PLASTIC CONDUITS
"
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REVISED PLAN
THIS SHEET REPLACES SHEET 3
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F 1412. 10001 RANCHO SANTA FE ROAD BRIDGE Br. No. A25-BI
457-185 SHEET 3A OF 10 S.P. No. 138
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{ Construction 't_)
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ABUTMENT NO. I BOTTOM FOOTING ELEV.•328.I5
Notes'
Bearing of 't_ Abutments a. Piers S 80° 53' E
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STA. 127•30.50
BOTTOM FOOTING ELEV. a!J PIERS = 318.00
FOUNDATION PLAN
" o' " Scale: I = I -O ApproK.
STA. 127+69.50
/
STA. 128+08.50
zt-o"
DIST. COUNTY PROJECT SHEET NO. TOTAL SHEETS
Edge of Deck Line
PIER FOOTING-END DETAIL
No Scale
STA. 128•4750
ABUTMENT1"' 6 BOTTOM FOOTING ELEV.= 329.59
11 · S.D. BR S345(1) 4 I 0
COUNTY OF SAN DIEGO,
RANCHO SANTA FE
Over San Marcos
Approximately 500 feet North
Br. No. A25-BI F 141 .100 I
FOUNDATION
CALIFORNIA
RD. BRIDGE
Creek
of Queathaven Road
S. P. No. 13 8
Pb;AN
Sheet~ of .!Q_ Sheets Scale: Hor. As Noted Vert.
W.0.# 3C7089 F.B.#
Approved by:
Date .3-Z3-77
Date
w~~ate ~ · '2.\ · 11
OUNTY ENGINEER R.C.E, 10358
COORDINATE INDEX 342 N. 1701
Constr. Compl. Date /:?-8-78 As Built Rev. /,e,·::?6-7f".
REVISIONS
No. Description B Approved Date
S 35° 53" E
S 35° 53" E
F 1412.10001 RANCHO SANTA FE ROAD BRIDGE Br. No. A 25 -81
S. P. No. 138 SHEET 4 OF I O •
E.
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111 Exp. JI, Filler
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MAIN SLAB REINF.
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3112" Chamfer
2'-o"::.064"Galv.Sheet Metal
· ll4"X2'-0"neoprene strip ~~=~==~:'.:.::::~~~-, Coat top with oreaae--L,
•
-'
12' -o"
W W.L.OL.
SEE SEC.•A-A ·
NOTE:
RAILING NOT SHOWN
*5@ 9"
•4 r@ 18"
12' -o"
EXTERNAL
SHEAR KEY
SECTION C -C
SCALE: 1/2" = 1'-0"
V
• .... -'
.,. ., ..
0 >
I 1/2
~I
W.W.L.0.L.
1'-611 80-1
DIST. COUNTY PROJECT SHEET NO. TOTAL SHEETS
11 S.D. BR S345(1) 5 10
COUNTY OF SAN DIEGO,
RANCHO SANTA FE
Over San Marcos
Approximately 500 feet North
Br. No. A25-BI F 1412.10001
CALIFORNIA
RD. BRIDGE
Creek
of Questh oven Road
S. P. No. 138
ABUTMENT PIER DETAILS
Sheet~ of ..lQ__ Sheets Seale: Hor. A$ NOTEDVert.
W.0.# 3C7089 F.B.#
SEE "DECK GRID GRADES" SHT. 3~ ___ q_ PIER
FOR TOP OF DECK ELEVATIONS~ ~
SEE PIER CAP DETAILS
SHEET 7
I" Exp. J t. Filler r,4" Exp.J.t.Filler. 1-4 Date .J· Z.3 -7-7
Date
1/) w
cc ~
:2" CL.
_J Approved by: ~ t: LJo.tJdf~at• ~ . 'l. \ -11
•
= ,._
.-t--t::1..----.:# 4C g . a T8" PLACE ADDITIONAL !ft 4 [! ~ (@
FROM SOFFIT TO 4' BELOW SOFFIT
• AND FROM FOOT! NG TO 4' ABOVE FOOTING
I' -3"
•
10-" 4 3'-011 1
SECTION D-D
SCALE : 112"• l'-d' TYPICAL 4 LOCATIONS
COUNTY ENGINEER R.C.E. 10';;~8
COORDINATE INDEX 342 N. 1701
Constr. Compl. Date /:Z'-,1?-78 As Built Rev. /~-;aG-79
REVISIONS
No. Descriptio~ By Approved
•· •
2" CL.
•
56.' -3"
2" CL. 2"c . .ft 9 @ I I" MAX SPA . ~-l---------'--_..::._~~~~~-----'-----"~
i-011 2'-011
"4 ~ /@ 3' BOTH WA¥S # 4 ~ ~ oJ IB"nr-----lH-'"'
' · -1-(o) 9". See note on
Date
E.
APPRO)(. GROUND EL• 323 -Transverse Section .
.:ffe.~+~w----.:~~,~~S'-"'""ii--1--1~~~~~,?6::-.. --7~;~m---------------___!~~,,~,//.~'l~~/,f~K7H--~:-t~~~~~;;:i~,p-/~==~t=--~~l:1~1""----~,)L~/,,~~~~~~~,_-;=1=1
(/) w
EXTERNAL
SHEAR KE
c.o
'
3"
LIMITS OF STRUCTURE EXCAVATION
AN() STRUCTURE BACKFILL
(o) ABUTMENTS
LEGEND: f / ,d Structure Excavation
F j Structure Backfill
~\'\I Roadway Embankment
0::
---'~~l------#9 /@ 11'·'----------------------;--1 -,1,---f---===t
1-0 •
4' -o"
TRANSVERSE SECTION
Scale, 3/4" = I' -0"
• 2-,o~
--
POURED NEAT AGAINST UNDISTURBED
NATIVE MATERIAL (TYP. FOR PIER FTGS.l
PIER SECTIONS
SCALE: 3/4 = I -o'
r.5@ 9" ;
INSIDE FACE -1\
= 0 11---.--
' -..,
-/1
.
B •
'"'4 l@ 18" OUTSIDE FACE
WINGWAlL ELEVATION
SCALE: 1/2" = l~O
I
I
I
'
I
I
'
,----"'"1 --
,;i, 6 (ii) 7" -
•s ;@ 14"-
-·· -_,.._.....,, 't-+--
58' -10"
LONGITUDINAL SECTION
Scale• 3/4 = I -0
I' -31/ "
• •
1_~.---<l. ABUTMENT
.--:;:-"" 10 CONTINUOUS FROM DECK REINFORCEMENT
7
C
---
# 5 AT 9"---uv
INSIDE FACE
"4 AT 18"
OUTSIDE FACE
bJ
....__4--_1/4" Exp. j t. f i lier
uncler Wlng .. dll
SECTION 8-8
SCALE: 1/2" • l'-0"
F 141210001
b WC:r qo4-J
RANCHO SANTA FE RD. BRIDGE
SHEET 5 OF 10
3" CL.
I
8.R. No. A25-81
•
s. P. No.138 457-18~s k-1 s~
.,
!.: 0
► .,
o: f5 B
l&JW~C l&JZu.,w =ax:w:: C.,zUU C~W ►~ ~ t;fu ~~~~"' L'.11::u>O z
::, "' a: ~ :5 v,ce..0i::a.
~
-= 8 -m
--' "' "'--.. 0 0 z z
BO-I
1-2
80-3
3-1
OMIT NOTCH
=
_1
-(D
_I
2 1-6"
ABUT.
11-311 11-311
I II Exp. Jt. Filler
I
V211X 3 11 xp. Jt Fi lie1·
MA IN SLAB REINF.
II
31/211 Chamfer
2'-o";,.064"Galv.Sheet Metal
~ l/4"X2'-011neoprene strip
~;SE;;;;;.;;;;;.~...;...;~:::::,"".::...~ Coat top with grease---'-"'
• #4@6"
#5® 12'
.,,.4 "" 12 " ,,. "" 3 " CI.
"' ., ..
0 >
I 1/2
~I
'jr"-;t-T""---:ort---:.;----tc.-li El. 328.15 Abut. I
✓~-1.~--'---~2·•---=-o..---+-----=2••---=o~"--'..---:'E~l.~3~~~9~.~5~9~A~b~u~t~6,-------------.-
,,.✓ '-..
/ ' ✓-✓-1' -0 11 4'-0" '---1 ~✓-✓7
,,✓ Typ. ~ ··1 ~
",)),,o· $
SECTION A -A Closs 3 Bose or /✓-....___'-vi "o
Scale= 3;411 .1'-o / Native Material r---__ -~
_ ··--Ec:.EV _ .3£'2'./-5, AB?'T / _______ j ____ compacted to 95 % R.C. 2_ _ ....__ ....__ ~ '---
EcEV 3:?5.:59' A&/T 117
12' -o"
# 4 [__J (a) 18"
.
.
FOR TOP OF DECK ELEVATIONS
SEE PIER CAP DETAILS
SHEET 7 SEE "DECK GRID GRADES" SHT. 3~ _. -Cl PIER
~=-=-=-=-=====~=-~~~~~=--=======~
'
•
. .... •· ~I • , . ) •
, .7 @.18" ! .. it: 7 @.18" "'. I
~ = r--
• ' . . . ---
J,,<--M~---#4E ~ a 18" PLACE ADDITIONAL #4E ~(@ II -
FROM SOFFIT TO 4 1 BELOW SOFFIT
' • • AND FROM FOOTING TO 4 'ABOVE FOOTING
I
I• •
•
• •
211 CL.--1
,--2" CL.
•
_.._.'--!-'It", ---
---'v--+----
• " 4 ~ (a) 3' BOTH WAYS
APPROX. GROUND EL= 323 t
W.W.L.O.L.
'
l11 Exp. Jt. Filler l'-6"
1/411 Exp.Jt.Fillert
! \
-
SECTION D-D
SCALE : 1/211= l'-d'
TYPICAL 4 LOCATIONS
2'-dl 21--0II
# 4 ~ ~ ~ l8"or----J-1--<
,1 4 -
"C _I
Permissible Const. JI.
(a) 9". See note on l==~\.-1----+--,-1---.. ---
DIST. COUNTY PROJECT SHEET NO. TOTAL SHEETS
11 S.D. BR S345(1 f 5 I 0
COUNTY OF SAN DIEGO,
RANCHO SANTA FE
Over Son Morcos
Approximately 500 feet North
Br. No. A25-BI F 1412. 10001
CALIFORNIA
RD. BRIDGE
Creek
of Questh oven Road
$. P. No. 138
ABUTMENT a Pl ER De TAI L ...... S~
Sheet 5 A of IO Sheets Scale: Hor. AS NOTfDVert.
W.0.# 3C7089 F.B.#
Recommended by: A • JI .A J / . ,. -, ,1;-:_. Date "' -2..3 -A 7
Date
COORDINATE INDEX
342 N. 170( E.
Constr. Compl. Dato /:?-&-~ As Built Rev. /c-&JG-79 :::::::::::~
REVISIONS
1-:N~o..,. +-"D"ies;:..:;c'-"ripc.;t;.:cion"--------+..;;B.,_y +'--:Ap,i'p-'-,ro:Cvedc.;;.-t-,D'-i;a,cte....i l!:) Add# 7 bors@_pAvca,o p.s. t-to-7.
P0r C-C0,#3
•
V
--Transverse Section. \
,~-x:~-r.t:,,~-~w//--~"~-,0i .... ~-.::~'ti1
1
1H";~~--7-:~~~~6~.::--. ---s;~~~~~~::,,l?i,~-----------------'--'-~7✓'5,~~,,,,/;;~~~~,,,~-1')~~z· -t-1~:::_:\-;~t-:1~m~~,,k[?-~~;:;7.~f;'\;i.0,,,~~~~:-_-_-_-_t,_7~-1r;_'f-___ :_t._-7;:~~~~b~-,f---f J:L_ r'' ~"y~ ' ('-0
/
I•
, ,;::;--
✓ 1-0 V
--""_ii.---#9 fa) 11"-----~-----------------l-~::>==--\ \t---+---+----,..._, --'
. •
=l'l 1 '
V
_,...._ 1' -411211
POURED NI::AT AGAINST UNDISTURBED
NATIVE MATERIAL. (TYP. FOR PIER FTGS.l
D --, EXTERNAL
_ 1 I SHEAR KEY w, -*6 tfi) 7"
~--+---/ / V---#6 Tot. 4
I
E,'' --...J • ·---•., • I ✓ BOTT. FOOTING 7._
=~+---1 , ELEV. 318.00 ~
-1------~--1 ------
\ 1==--.. --+-----+---t---\ -f---f--•-11---~---= ....
1' -3(/?11
~---.1..1 ----, --~· 1----1---------\ ,-------~~ --.._ __ --,
• --. • • • • • • • • • • •
' W.W.L.O.L. --(f_ ABUT. ~-1----,>---_.-... -----+------...... .,.qz,,o.,...~ //Af0¢/' ·'. ,
~ , 6 ·· , , Leveling Course Concrete w1=1&1eA1qui're6 :""·.-:-_-' ----~ 5 r--:==:::ic::=:=.::::==:ic==::a:==-~"~~=-:;;.f::::.~'.::~~";!1.~~ ,,,,.-. . J ·-: P/e'l<'S ;ti:!?; #3,.#4,/#5 #EAT ,4G,,4A'Sr 4"c..c''--~~--------
'+-+------t----~--"-·.:...:· ·+·c.-· ¼ C/N?l!S7V.RBEP /V.477v£ MATER/AL-l------c,,~--:.._-----~ 581 -1011
0
' ,N .. <t
NOTE:
RAILING NOT SHOWN
*5@ 9"
r'Rt:CISION
FEB 0!1 m~
12' -o"
/
/
EXTERNAL
SHEAR KEY
SECTION C -C
SCALE: 1/2" = 1'-0"
SEE SEC. A-A
V
LIMITS OF STRUCTURE EXCAVATION
AND STRUCTURE BACKFILL
(@ABUTMENTS
3"---
LEGEND! P / ;J Structure Excavation
I =---:::j Structure Backfill
~ Roadway Embankment
---------2'-0" Min. Below weolhered Bedrock Profile--~-3 SPA(i:i) 14"•31-611
---------;-
4' -o"
TRANSVERSE SECTION
Scale: 3/4 11 = 11 -011
i--3"
PIER SECTIONS
SCALE: 3 /4 = I -0 '
. • 2-10~ # 5 {a) 911 I
INSIDE FACE-\
-0 I
' l'l r C
~v"
U (a) 18'~
V -
--/1
2-<t-4~ -
L..,:..
* 4 (o) 18" OUTSIDE
WINGWALL ELEVATION
SCALE: 1/2 = I -Q
FACE
I
I
I
I
I
I
I
I
I
I
I
I I .
' =
LONGITUDINAL SECTION
Scale: 3/4" = ·• -0
q_ ABUTME -NT
------;;,-# 10 CONTINUOUS FROM DECK REINFORCEMENT
~>
7
I C
# 5 AT 9"
INSIDE FACE ----IV
:11 4 AT 18"
OUTSIDE FACE
REVISED PLAN
THIS SHEET REPLACES SHEET 5
#4LJ
(ii) I 811
kJ
I I
I
~n-.m:::;;;.I---SECTION B-B
SCALE: 1/211 • l'-011 l/4 11 E , p. j t. f i II er
er Wingwall und
F !412 10001
B.R. No. A25-BI
't>WG-qo4-I
RANCHO SANTA FE RD. BRIDGE
SHEET 5 A OF 10
S. P. No. 138 457· 185
....
w >-< Q
-
► .,
"' " 0::: w ~ i.uwoc
1.1,j z \IJ LIJ ~ i!i :I: :x t.,zOU Zw ►LIJ 0 w ..C :r w r-;t:U ~~ 8 ~"' --z 0:: V, 0 . ~ ::ii..a:r-
II) 0 0.. or:::
~
z:: 8 -m -~ w ..... ¢ 0 z z <!,,,
L=39'-0" ,(l_ Bent
A Span
'@A Span-
I
I\
J
A
'
Abutment
€.
'
@A Span
(f)A Span-
I
.
-V
. L=lenoth of Span 39'-0"
lypfl of Span A B
t§)~ Sire# /0 8
~ Length 70'-d 45'~o" ,Q
...... <ii ~ Lt;irt1# 10 8
I:) Length 19:::.(;)" !9'-0" ~ ..... ,Q
c::> @) Xb ~II 9'-6''
~ ~ ::! Sire* 10 II ~ I:) Lt1nofh !!'-0' 17!.0" ,Q -, @) Xe 5'-6" 8'-6'' '5 ~ ~ ~~ Sir,~ 10 8
½ ,Q 'iLt1ngfh 4~d 43'-d'
~ ~ t! Sizt1* /0 9
I:) Length 3?'-Q 27'-o .c::,
i;j E: @ Xe a'-o" 6'-6''
c::> ti! ,<;iz" * io 8 Cl:: .... .... I:) :..engfh 24'-d 22'-o" ~ ,Q
(9 Xf 12'-o" 9'-0'
T,,, Thickness of slob 19"
.
Ap/!Jrox. 3 64,Q ' Cone. ft. 63.3 Quon ities fer Steel-lbs. 550 430 ff. ,,f ..,idt
l)ef/ecfion of
MidsDon ~ X ,041
C, ac~ ,
0
"' Length includes allowance for one
additional splice in 'A' or 'o' Span.
pan
@A Span-I 6~
\
' ---''--
'-
'
-
Xe V
Xb
(iJ)A Span-
r een,
'6~
I'--
'--I
IXe 'v
Xf
~'OTES· Y• •
•
DIST. COUNTY PROJECT SHEET NO., TOTAL SHEET~
11 S.D. BR S345(1) 6 10
COUNTY OF SAN DIEGO, CALIFORNIA
RANCHO SANTA FE RD. BRIDGE
. . Over San Marcos Creek
Approximately 500 feet North of Questhoveh Rood
Br. No. A 25-81 Fl4l2.I000I $.P. No. 138
L= 39'-o" d~_l_B_e._'fl_f ____ _;L'==~3--=-9_' -=o:.......'_' ------+-,-_tl._B_e._.,,t_~3/4=L-_-_____ ...,
BSpan OSpon
SLAB DETAILS
Sheet~of...LQ_Sheets Scale: Hor. None Vert.
W.0.# 3C7089 F.B.# BSpon
a pan-
#/Ocon!." -@B
@BS <Ji> B Span,---.
pan
@BSpan
Edge of slob
\
I <
t Span ---Xd '
Xb~
Xe
Xb
t Span
'
REINFORCEMENT-TOP OF SLAB
' . rr' Bent
' @BSpan-@BSpan (Q)BSpon-
#/0 cont......._ -(l)B Span-E doe of slo 11-----..
\
.
> ' ::,
-
.
' Xe Xe V
~
' Xt )(f
REINFORCEMENT-BOTTOM QF SLAB
LIVE LOADING: HS 20·44 8 ALT.
• Date
@ Approved by: . e f-cJo..L,_U;;~Oate 0 . 't I . 11
()1/ COUNTY ENGINEER R.C.E. 10358
•
'Xb
Abutment
{
COORDINATE INDEX 1701 342 N.
Constr. Compl. Date _,:~::Lz:.. ?c! As Built Rev. _/o-:26-79
REVISIONS
No. Description By Approved Date
i.J· r;' t @O Spo,, I
'<ho StJon-"'-
•
I
-;;
L
@)O pan-/#/0 cont.
" / I < !,,, " / X
/ " I
/ " f Abutment
,. " / " Abutment front face
~
@ or (i) bars
\
\ #/0 (ciJ edge of slab
#7 \'--top and bottom of slab
OBTUSE CORNER DETAIL
I
....
li;
~--+-----1-~---+---+----+-~+----+--'--I E:
L
~
~I 1'
~-----=L:.___ ____ i-1--~----__::L:.___ ___ ,_,j ~
\II ~
CAMBER DIAGRAM
TOTAL SLAB DEFLECTION OUE TO OEAO LOADS
The total deflection will be reached about 4 years ofter
fo/sework removal. For values of time of fa/sework removal
divide those shown by 4. .
The amount of comber for construction w,~/ be determined
by the Engineer.
L/4
, F 1412.10001 RANCHO SANTA FE ROAD BRIDGE A25-Bl
SHEET 6 OF 10 S.P. 138 457-185
E.
!1_ --,, ,,, -~ ' ,:;-· -r
. .
'
\
,
't ' •
ru __ ____:_j'_:Jll.."!'....a-"
•
. :
fl. Abutment
'
See bent cap details for reinforcement
~ 2" cl.
::..~" 4 bar choirs· @ 3 '± transversly
and 40' :! lonqitudino/ly
, ~ Bent
LONGITUDINAL SECTION
•
)
' .
BAR SPLICE LENGTH '
Bar Size "'4 -#5 #6 #_1 "8 #9 -110 -"II
All bars, except top bars 2311 ;?8" 3411 3911 4511 6811 ·.76" ,85 11
in spans over 26' . ' .
Top oors in spans over 26' 2311
' '28" '34" -5311 60 11 ,77" \ 97" ./2011
REINFORCEMENT NOTES :
-Splices in top main bars to be located near center of span . . ,
'
......_ -~' 5 61 12
distribution steel
See Sheet 5 rx II for top
of pier details
..
I.
'
-t
a stirrups
e lie/ lo
. oin s einf.
Note View for main n o
r
BAR CHAIR DETAIL
-Main slob
/ reinforcem nt
24'. Splices in bottom main bars to be located near bent.
Spaci~q of o/l tronsverse bars is measured along i roadway.
Skew 0° to 20°: Place all transverse bars parallel to bent.
Skew over 20° _. Place transverse slob bars perpendicular to
· Bar placement sim · for spans under 2-
. #5!i 12
distr · tion rein/a
PRECISION
FFP 03 ~i
Ml\-'>KHrll Mlefl
.
·t~G"t::_-_ -:~,OM
•
TOP
fl. bridge. See details at right and below .
. •
DROPPED
. ' ':· 1-',f-'· " ,,
4: ~ ' ,to,
. ", .,;,,., ... . · ..
/
.,,~Cop stirrup . Place
pendicu~ r to fl. support.
, Main s/2 o
reinforce n t .......,_..u
BOTTOM SLAB ~•••-e.~tlE/"T AT BE/IT Fl/IF Fi ii
' AT BENT
Cap rein for, men!#
..._____.-Cop rups 5 o 14"0.C
Place. p 'O lie/ to
sla einf.
C 7
6'-0"
1
• '•.~,,0\1-'" ,.:; ,.,.,,-, ,, . ,. _.,. ' ,,_,., '-· COUNTY · PROJECT SHE E'f-,NQ_ TOTAL SHEETS , 11 S.D. li!R ,S345( I) 7 10
/
\
COUNTY OF SAN DIEGO, CALIFORNIA
RANCHO SANTA FE RD. BRI OGE
Over San Marcos Creek
Approximately 500 feet North of Questhaven Road
Br. No, A25-BI F 1412.10001 S, P. No. 138
I •
Curb and roilill(J not, shown :-SLAB REINFORCEMENT ·DETAILS
.. ,-,. • \. '. "1f_,
'• Date
Approved by:
COORDINATE INDEX 342 N. 1701 E.
Constr. Compl. Date /2-8-76 As Built Rev. /,::,-.;?'6-Zf?
REVISIONS
No. Description By Approved Date
..
EDGE OF SLAB DETAIL I
•
-"
I
'
GENERAL NOTES•· '
DESIGN:· A A S H. 0. -iated 19 with revisions and as supplemented
by BRIDGE PLANNING AND.DESIGN MANUAL.
LIVE LOADING· HS20-44 and alternative
/ REINFORCED CONCRETE: f 5 = 24,000 psi,
(
I • I ,
.-fc = 1,300 psi
n = 1-0
1
•
\
I ,"
' · i:>we-~4~1
I '
I
'
•
\ ~ '
\ -.\
'' /
. .,
~
<\
\>Rt".iS\01'1
r,; fl\/ 1a 7 19711
'l'-o" en~ s<!-c+ion
IY'IC!.'J b~ cut "Trorn
o.lternC\t ·,v'-ter"m-
inal 5ect ,on or L
fo.bric.o.t'!.~. · ..... -, ·
I' -I !-'2_"
-j
I
!
-,-I ___ _
I
i :· 1 =•:7 f I ::::::::;
L r-o"± I .
DETAIL "cll
PLAN 41/2," 4 ~1i'
• I
" r-0 ,:,
~ E.nd Pos+
3/e," 4> i,o It
~/4" ¢ 130\
(I ~A~ l( !14" o'-1 ~,4"
& Wc,,s.her
'2. x ''2. >< • ISlS
(2" 2 1~be)
2.'' (4x4T1..1bc.)
~8" cl> x. 11'2,'' Stud
bolts ('l.. ><'2. Tubt!.).
if -~~Lock Wc~h<?.rs
--.... 1 j/4 x ~" o'-1 ¾."
=··~~J1>--.. --tt~ ~4"¢ "' '2.ltz." s+ud
--111111111 · I I bolts (4><4 Tube.). ✓ I ~ / I
'R. '-N o. 5 \-\ \?.. r
DIST. COUNTY PROJECT SHEET NO. TOTAL SHEETS
II s.o. BRS345Ul 8 10
E..nd Post
METAL
ELEVATION
BOX SPACER
! :!,~::..1
DETAILS T~ 4 x 4 '<.'2.S
(Fu\ I pen~+ro.+ion
bu.tt weld.
PLAN
I)
6)
'
:
e, a,c. k up -p ! o;\· ~
~/1e," XI" Min.
tight f'i+.
SECTION s-s
SHOP
WELDED
0
0
I I
I I '
),_ i:,c;c\.iup p\o.te.
~---~/1r;," x. I'' Min.
tight '?it.
FABRICATION
TUBE SPLICE
' r-
'<1'
$Iott\!.~ 1-\ole ';,:
5/o" "-I 1/e,"
11/11c," "-l~i\c.
•
• f.
LO .,,
{) -·-t
el Q
V
eJ
(/)
SECTION C-C
Note:
R_ 3 >< "le,
-ir .. --4,..-.....-W ::>.S wire for
Thin &\C\b no+
St iffenc.r eo.c.h
~,'1cle of wc::.b.
(J · .......... -· -ll=====;~I
~~ P.:>etwe.t!.n
~olt~
L(')ck 'N'e,5her~ /
c. u. i-'N o.. "'her"
DETAIL
shown.
Cut W o.sh(!,r
II xii
\Ye"¢, "-'l.'-o" H.S. rods (th.-e~c:!.e.o
bo+h end5) total '2. (wiH, 'b he.l\
n~+!i r,i~r rod).
W3.5 w,re @) ~" pitch around bolts.
~
• ~
'<:I'
~--+-~Yi" !14 x.o'-e," ·
11==4lm::i;::::;~~"+-t;:"5-@. 'No.sher~. ? S
-i ::=.t~~4-------......j _______ _
_',, .... ~ 0bt -9' ol' tt "'-,Ya" 4> "-2.'-0" H). rod~ (threo.oeo
both end~) tot<::1.I 'l. (with 4-hex
nu+!> ~er ro~).
c-.1 Bolt dia.+rr.: "'~l"Hco.l
odju5+m~:rit.
SECTION A-A RAIL POST DETAILS
JHIN SLAB
DEPARTMENT OF TRANSPORTATION
l";;ECISlON
FEB 031119?.
1111,rRro::n,Mt::fl
OFFICE OF THE COUNTY ENGINEER
COMMUNITY SERVICES AGENCY
County of San Diego, 5555 Overland Ave., San Diego, CA., 92123
l)
:
O'
• --
SECTION
_.
cJ
C!..u t 'N cs. ~he.rs --#-_.,--,----.
DETAIL II BIi
1-1. 5. 'RoO!i to+ci.l '2.
threo.oC!.o both c:nds
Se<?. Note. '' e:• ~i
• -C)
9" Min. . ' ---
RAIL
Oe.ck E.xp. Jt .
I .. • I 1-G min.,
ELEVATION
H. '5. Ro6~ +o+o-\ '2
thrl!,o.oe.~ fut\
le!.ngtl"' ~e~ No+(!. '"t':):'....____.
N o+s:, " fQ '' 0
Mctc:1I eeom Rail t
Timber -po~t shown. T~'/:P:e=o;:=f~p:o:5~tT1/cr==_1/,4-=~~-~~-"~~~~a~~
c\etermine.d els~where .-
Close. enc! or
tube.s with 0)1._ ~. G 3/e," ¢> Bolt witl--. k<!.l'..
h ~ c:!-,C ' C U.1 c,, t"\ di \... 0 c:.1-<.
WC11$t"\(!.l'"~.-~--..__
I 1/e' cj, 'Roe\~
Ye,"¢ Rnci~
.,______ 0 C,
whl!.n "'A"= 41/'2."·
whe~ ~A''= 10~
~ 't/o.'!>her-
1 I ,G"J I/" ~ Y12. )t B" l( Y4 l't:. ,. ,,.
eolt Oi~ + Yp/
SECTION
RAIL POST ON WALL
Slottec::5 l-lole!'>:
0
T!i 1" l" .\815
I •
\ X
J,, -
• < 1,
0 ~,
'l ~/4" ~-
SECTION )
_.p-6 • : '° -
-----0 0
I
-L() .<)
: I
"'
-------·-0
• "1-
+ eJ
0
V
~
I[)
I I
/W& " ~&
,,.,,--;Ye' ¢, x 1'-G" HS rods (threaded
/ both ends) tote1I 2. ( V1it h 3 hell
1 nuh (,le.I'" rod)
::,),,.._ "!14 "c'-8"
~ w o. sher~ .
C 0 0-·-
PLAN
Pa'i limit~ -M~C.R -Adjust heic;ht to provide o,
5mooth tro.n~,tion from enc!
,?o~\ to t~p1cal M?.>GR height,
~ '
~
---
I
~
1-i--
ELEVATION
0 0 ...
I I
I
5\~cv~
-
RC'>OIOWC,..~
fo-ce o'r tube
-=-=;,,::. :::;;_---::::,'.._----=, -----
Yic." "-~Yi.•' 5\ot'ted hole-=~::..--. ..::_!aaa.-~· ==--==-ee:l_ _ __ _
--~ -....
I ( , .
Note: "le," nut metl/ be
replClced with drilled
and tapped hole in
s IC!.<! v c..
1/2," or mo.tch cec\.o\ join+
S<!.c:. No ~ 1 .
E.dqc. of 5\ot+~d hole
PLAN
Sleeve for"m~d of
.:!>/1eo" ~ for" s! iding
fit in$idt. of re1il
tube, bend tnu..,\/
f1
2." 7
,JI ,o,
V
./
0
-1/ia;," <> hol~
r. e.,c::,, r e idc..
1/2," <I> hol~ n~~r
o.nd T°ci.r side.'
Lock
Wo.'>hC!rS
~/4" ~ HS
t o/e," nut (Tock
'N eld to SLEEVE
5 \ ee-., e ) .
NOTES:
l.
2.
3 •
4,
s.
6.
DETAIL 11/1.1
-TUBE SPLICE
Posts shall bo vortical. ,
Tubing shall be shop bent to fit harizohtal eurve
when curve radius is less than 950'.
Tubing shall be parallel to vertical al\gn~nt.
Tubing shall be continuous over not l••• than 3
intermediate posts, with a minimum length of 3
panels except as notod.
No more than one tube splice per panel is
permitted, except as noted •
• I .-• I I ::5: I -!;o\ + zYi' I. C?)'' .I '21/,i' bolts with
Space posts to provida 1 • -6 11 min clear between
expansion joints and~-of post. QI
t
• {)
' Nf
Bolt dia + ,¼"
'Slot for
1
__ "V<?.rtico.\
a.a just l"f'I~('\+.
I
SECTION B-B
0 \
\
I
:!)"
~
RAIL POST
L • :,Yi' (j
; ; --
75'' cl>"\'-(,; H5 rods (threo.ded
both ends) totcil 2. (with 4 he)(.
nuts p<2-r rod).
DETAILS
d IC\. + Yi eo" ----I' -2."
jrt Po5t
:i\o+ted hole$ in M.~.(;, R.
:Y4• c\l HS f:.o\t with H(!.'I<. n1..>or.
DETAIL
hex r,uts. 7, Rail joints in top and' bottom tubes at deck expan-
sion joints shall provide allowance for movement
equal to width of deck joint with corresponding
increase in length of sl@eve.
8. Railing on bridge wingwalls to be placed after
walls are backfilled.
9. 3/4" stud bolt nuts shall be torqued to 175 ft lbs,
3/8" stud bolt nuts shall be wrench tight.
10.
11.
ll.
13.
Anchor bolt nuts ihall be wrench tight.
Galvani=e rail asuembly after fabtieatioa.
Deaigned by MSJr.'O dated l973 and Interim Specifi-
cation■ dated 1974, 1975 and 1976,
Design height of rail is based on a future overlay'
of 2 inches maximum.
RECOMMENDED BY: /4 -./ /.:4,t-e DATE.?-2/-72 t-t------R_E_V_IS_IO_N_S _____ -t-_B_Y_tA_P_P_Ro_v_E_Dt--D_A_T_E-i _ _.::.:CO::O::.:.R:.:::D:,IN:::A:..:.T.'.:..E...::IN,::D::E:.::X_-1 RANCHO SANTA FE ROAD BRIDGE SCALE: HOR. NOTED VERT.
L-----..:::=-=-=-=-=-=-=-~=-=-=-=-=-=-=-=-:.'.:D'.'.:A'..'._T::_E ====:..!--!.------------··_.,i_ __ _j·_· ~-----!.---1-~3~4~2:=...~N.:....L.c-c:::!:I :!:7~0!:1 =~E-~ Br. N° A 25-BI I 57C-278 l 'PW G-'l D 4 -I w.o. ~ 3C7089 R.S. 454
er 1 \ n ft 11' 1---+---------------+---+---+-----ll-C!::O:!!:N~S~T.~C::!:O!!!M!!:.P=.:L....!/2=::~;;;;-;::g::: .. -:!:.7::::.8='==+-5:..:._P.~N-o_:_13:_8:...._ _______________ ...J-..'.F~IL:!E:..cN~O:'.:..-========= 1W~,::,:_ DATE 0·1.\• .
COUNTY ENGINEER R.C.E. 10358 . AS BUILT REV. /,<?-,?,G-7:1 METAL TUBE SRI DGE RAILING -TYPE 116 SHEET 8 OF JO SHEETS
APPROVED BY:
O,t.5'
O.l2'Mi11.
A.C, DIKE (REPLACEMENT)
I"= I '-0"
EXIST /4" A.C
W/OTH VAR/ES
(SEE PLAN VIEW)
2%
--W--W w
/2/
Cl
IC) --------
350
34-0
330
320
.350
340
FEBO!\ 1991
I\!!,\ :.l,(flEII-Mfif) . ~30
NC'i \: 'i' \979
t,i'. 1c<·;;)Fil.ME'.O
EX/5T.R/W
/ 2
"
\ ,'1-3 "'
123 ~~~ --
EX/ST 8"f/C.P
. W4RP TO ,./0/N
"' \<l \<l
~\() ~~
/2.3 /Z4
EX/ST. WIDTH
<,£R0.4DWAY
(R.5. 454) 191
.z5'A.C. --'
.50',48. Q'..3
VARIES (SEE PLAN VIEw,/
5'
. \ I • NOT/:: RECAP EK/STING PAVEMENT
•
7He OVERLAY OF A.C. Jf//L.L
.//4.R Y FROM 0,0 'AT ,/0/IV
.£,CJG,€5 TO 4 #4 X / MO-OF . --0. 80 'C'O..¾' P4CTEO T,1/ ICK/VEBS
-
5'
I
---
. I 1/1,.
.. -
R-/ LIN£ {DETOVR)
ALL CURV£3
,....--Rc.4-fc:?VE #' REP<'.'..4CE / EY/ST//1/G ,<=;<:?ovrAGc
/a:?40 TZ? ?7,/,,S P«:7/,,-V,7:""
R = 300'
r = sz..90'
L • /04. 72'
ST;CJ,i/28 ,1-35 (/<-/)
/NSTALL DOUBLE 24-"XGO'CMP.
ALIGN WITH CHANNEL.
SEE SP£CIAL PROVISIONS.
FIRE'HYP. LteHT" STa ,4DJUST EXIST.
M.li. TO GRADE
/>/)
rov..e / 1127 R-/ 1-INE" 112a ,;:11 1/2~ s.35•53·£.
'
NOTE:-4 INDICATES EXISTING
ELEVATIONS .
E:'XlsT. TOP O,e" cu.e✓
,,
0 ~ O'\ ~ ~ ~
~
~
ll)
~
'I.
I " / t'J, /r--
/
/
I
~ -..3".
' ~
~ ~
'I. ~ ~ ~ I\J ~ \(1 /OO'V.C. ~ " '3 /00' v.c. "::,;
C(j
~ ~ ti
1-. 'I. ~
'{) ~ ~ (\J "' ~ ' "' ~ a ~ \3 ~
r;J;R.s. 454 '3 ~ ~ ~
-f/22%
' "lo C\: ~ Bt
'I.~
125 JZG
I
/ /
127
/Z7
/~'/' ,,,,--1
/ ' I/LT/MAT€ ,F. /4/.?/ 1
'i£ De'TOVR
PROF/LE
/28 I I
/
I
/
/
I /~:
~
t-..:
(\J
I'<)
d ~I
r:i /29
<li '
----------------....: _____ -----=___ ' ~
-------l!i·---
' ll.: lfl
() ~
'l) N'\ ~ 'I. I\J ro "l ~ trj
~ Cl
tu Cl
i,
\!) ~ROAO CJ1
~ ~ ~ PRCJ,-,=-/LE"
~ Q (lJ
'11 IQ
~c?. "738% ~
< 0 7£0 b ' . )
/28
E ROI-VY.(R..S. 454)
SLOPE VARIES r2% TO -2%
[SEE PLAN V/&W FOR E'LE'VAT/ON. )
. .so'-4.e. a.:s
STA. /29-1-00 7?:> /.3/:t'-OO
ROAOW'.4Y 5ECT/ON
NCJ 5CAL£
. /7 :4.C. __ ....J
//30
Pc:4~ //8'
TYPE A
A c. CVA"E
JIV.4RP TO ,./0/N
GROUNO (.OeTOt./R) ~
i,
. ,
/00 //.C,
200' v.c.
/30 /31. /32 1.33
5%
P /412. /000/
.--------------------------, "·," DIST. COUNTY PROJECT SHEET NO. TOTAL SHEETS
s!'. O.,COc?VUR
/4'
./74.C.
-33'.4.'3. CL.~-..J
R-/ L/NE" (' DETOL/R)
TYP/CAL SECT/ON
NO SC-"ILE
R4NCHO .SANTA FE ROAO BRIO(;/= BR. NO. A25-'3I
.5HEe' T /20. 8 OF /0 ~R NO. /38
457-/85
~ t~
"' ,t,'
II
I. ►.1• .. . " I' I,
•
0: 0: el w ttl ::ric LiJzU0. z -"' "" -":c ::ic: ci:zuo z IJJ >-Lt.I i ... t;,o )~a~~
i.i er,_~ 0 .. 0: -§ -..... ~ -j! !
. ·• Gl~ION
FEB {,!l 19~
336.5
340
320
310
LI. yellow brown
snty send
Angular granite
cobbles
HOLE 7 e.
HOLE 5 'e
LI. brown
silty sonde. ongulor cobbles
(Fill mot'I in old
bridge approach)
.. :·., .. '."·. ·.:.· =.~-: . ·.
TA
126•50
338.5
Light red ton
fine silty sand
326
6-15-72
Cobbles, arovele. clayey sand
Y 322,9
Very lilly ,and
Fractured rock
Augered I 'per 4 hr. NA 312.9
6-15-72
e HOLE IA
HOLE 14 • HOLE 13 •
e. HOLE 8
·"' ,r.;
/.:j_
·/;· 1? r.j:'
6-15-72
~STA
126+90
/
Brown silty sand
e. ongu lar gravel
(Exist. bridge
approach mat'I.)
Angular Cobblea
Dk. Brn. slightly
clayey sand
l26.5
HOLE II •
/ e HOLE 2
STA HOLE~O
/
+ 127+70
/
PLAN
Scale• I"• 20'
3308 [Pl
Rocky silty
Sand
( Rclwoy Embank)
326.15
328.1
Orange brown fine
silty sand
/~ 0.8. Sligh ti y cleyey 11 silty fine son~
Dark brown
clayey gravel
/
327.5
Grey brown
sand e. cobbles
Boulder Refusal
12-3-69 324.2
occasional
boulders
~ lbGl
12-3-69
24 42/0.5
24 58/1.0
(2"0.D.)
Weathered D.G.
Fractured Rock
Fresh rock
N 312.6
6-76 6'i l/2 hr
d~illing
LEGEND OF EARTH MATERIALS
SILTY SAND
CLAYEY SAND
SANDY CLAY
HARD ROCK
ROCKY SILTY SAND
ROCKY SANDY CLAY
FINE GRAINED
WEATHERED ROCK
FRACTURED ROCK
WATER LEVEL
/
HOLE 12 • HOLE 9 •
STA HOLE 4/4 STA
128+50
/
328.5
Cone enetrometer
. Silty rocky
fine sond
a r
an y .,<
'/·,,<
"* :; ,'.
329.0
Grey gravel a sand
6-76
Sand,clayey B. R.
328.6 ~
Cone Penetrometor
457.4 ,-~-~_.J
328.
·••:;:· Ok. f!lrn .\"t silty sand
Sandy clayey gravel
~246
;2-2 a, 2~::1-s9
4 .4 322.1
100 75 oo 2e 12-2a 12-3-69 Blows/h
Note: Augered O"'
328.2
_..,;. Fine sand (loose)
Rocky
Gravel a sand
B.R.
320.2 25 50 75 >,r
Blowa/ft 73/.5 ,) ,;,
sand e. gravel 320.0
2490/1.02
(2"0.D)
Fine O.G. Firm in 4 m i nut ff ,--,-....:::..:c.;.:-:'7"i(c,,
at bottom 24 97/1.0 2" Fl ne O.G. 24 84/1.0 2
(2"0 0.) Olive fine grained . f
D.G.Very Hard ;(
:.-/-
8.R.
315.0
24 80/1.0
Yellow-Brn(2'0.DJ
D.G.
20/.2 309.8
12-2-69
Fine 0.G. Dense
Fine weathered rock
Portia Uy weathered 6 -76
Rock
f'ractured rock
NA 307.5
Rock
311
(2''00)
24 17311.0 2'
(2"0.0)
Rocky O.G
Very rocky D.G.
Very Dense
298 I
338.5 4
Coarse sand
. ';.:· Lorge 30 36 I 4 •>.~ gravel .
FineO.G 8i
Metemorphics
Hard rocky O:G.
A 307.7
327.5
'.
DIST. COUNTY PROJECT SHEET NO. TOTAL SHEETS
11 S.D. BRS345(1l 10 10
COUNTY OF SAN DIEGO, CALIFORNIA
RANCHO SANTA FE RD. BRI OGE
Over San Marcos Creek
Approximately
Br. No. A 25-8 I
500 feet North of Quesfhaven Road
F1412.IOOOI S. P. No. 138
LOG OF TEST BORINGS
Sheet J..Q._ of .lQ_ Sheets Scale: I"= 5' Hor. As Note_g_ Vert.
W.0.# 3C7089
Date .J~ Z.3~ 77
Date
Approved by: ~ t" ~ 1 :"·c.E . (µ ~69':te
04/ COUNTY ENGINEER R.C.E. I03es
' . 7. \ .11
COORDINATE INDEX 342 N. 1701 E.
Constr. Campi. Date /;?-8-;?Sf As Built Rev. /,::7-:,?6-79
REVISIONS
No. Descri lion By Approved Date
340
'···: Orange Srn.
Silty Sond
( Rd. Embankment)
Soft sandyClay
T327.I
12-3-69
Ye I low Brown
Fine D.G .
12-3-69
24 115/0.5
(2 O.D.)
Tan sand Y 325.5
6-76
330
Tan boulders a sand
320
Firm
Fine highly weathered D.G.
Dense
LI. Gl'by
Clayey O.G.
!)k. grey e. buff dense to very, very denseD.G.
310
6-76 6-76 6 _76 Rofusal to sampler
Top holee1e1t8 -No.
LEGEND OF BORING OPERATIONS
Description of material
* Or Pen. index,
if ovallable Blowl,lft Col ✓-r•fusal ~-,-"~ El
BORING DATE
ROTARY BORING
□ □
4" Roller Cone {wet)
a" Auoer Boring (dry ►
Fl412.IOOOI
Fine granite 8 meta votcanlc rock
6-76
NOTE: CLASSIFICATION OF EARTH MATERIAL AS SHOWN ON THIS SHEET IS
BASED UPON FIELD INSPECTION AND IS NOT TO BE CONSTRUED TO
IMPLY MECHANICAL ANALYSIS.
RANCHO SANTA FE ROAD BRIDGE A25-BI
SHEETIOOFIO S.P 138 457-185