1997-5408 CN/EX
Street Address
KtW2____-
Category
I
'1/~ 3 '6
Serial #
;)'10 B CIJ t ts !(¿,5 .
Nam
Description
Year
Plan cK. #
H',~ .. ,-..,
INDEX OF SHEETS
NO. SHEET No.
1 1 TITLE SHEET
.&W1
2 IR APPROACH ROAD PlAN AND PROALE
3 2R DRIVEWAY PlANS AND PRORLES
4 3R AREA OF POTENTIAl EFFECT (APE)
5 4R EXISTING UTILITY LAYOUT
6 5R RELOCATED UTIUTY LAYOUT
.f!BWf&
7 18 8RIDGE GENERAl PlAN
8 28 BRIDGE DECK GRID GRADES
9 3B FOUNDATION PlAN .t LOG Of TEST BORINGS
10 48 FOOTING PlAN AND PILE LAYOUT
11 58 ABUTMENT LAYOUT .t SHEAR KEY
12 68 ABUTMENT TYPICAL SECT. .t REINFORCEMENT
13 78 NORTH WlNGWALlS REINFORCEMENT
14 88 SOUTH WINGWAlLS REINFORCEMENT
15 98 STRUCTURE APPROACH
16 109 BENT LAYOUT .t FOOTING REINfORCEMENT
17 118 PIER REINFORCEMENT .DETAILS
18 128 8ENT CAP REINFORCEMENT DETAILS
19 138 DECK TYPICAL SECTION&: REINF. DETAILS
20 148 POST-TENSIONING TENDON LAYOUT
21 158 METAL TU8E RAILING-TYPE 18 (SHEET 1 OF 2)
22 168 METAL TUBE RAILING-TYPE 18 (SHEET 2 OF 2)
MULTI-USE TRAIL
23 IT MULTI-USE TRAIL. GENERAl PlAN
24 2T TRAIL STRUCTURAl DETAILS IOf2
25 3T TRAIl STRUCTURAL DETAILS 2 OF 2
CALTRANS STANDARD PLANS. July 1992
.BQAD
RSP A77D
RSP A77F
.aB!I2Çt
GUARD RAIL FlARES
METAL BEAM GUARD RAILING MISC. DETAILS
0
0
,;;
80-1
80-3
80-13
83-9
86-21
86-10
87-5
88-5
BII-54
BRIDGE DETAILS
BRIDGE DETAILS
BRIDGE DETAILS
RETAINING WALl DETAILS
JOINT SEALS
UTILITY OPEN T -BEAM
DECK DRAINS
CAST -IN-PLACE PRESTRESSED GIRDER DETAILS
CONCRETE BARRIER TYPE 26
"
'"
"'
..
"'
"
0
SAN DIEGO REGIONAL STANDARD DRAWINGS. MARCH 1997
BOðD
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011
G-2
G-5
DS-7
0-34
0-40
TYPE -G- CURB .t GUTTER - COMBINED
ASPHAlT CONCRETE DIKE, TYPE -A-
ASPHAlT CONCRETE DRIVEWAY
U TYPE HEADWALl
RIP RAP ENERGY DISSIPATOR
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COUNTY OF SAN DIEGO
DEPARTMENT OF PUBLIC WORKS
- OVl!IILAIID AVI!IUE. .AII DIEGO, CA 82123-1281
8
PlANS
BY
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CI'iDŒD
--
¡z
COUNTY OF SAN DIEGO, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
. . . . . .
PLANS FOR
CONSTRUCTION
.....-, "
- .
OF
EL
CAMINO DEL NORTE BRIDGE
OVER ESCONDIDO CREEK
STRUCTURE PLAN No. 319
STATE BRJDGE No. 57C-680
NET. LENGTH O. 12 MILE
PROJECT LOCATION
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REDUCED PLAN
WI ICAU IILOII
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GENERAL MOTES!
ATTENTION IS DIRECTED TO Tl-IE POSSIBLE EXISTENCE Of" UNDERGROUND UTILITY FACILITIES
NOT KNOWN OR IN A LOCATION DIFFERENT FROM Tl-IAT WHICH IS SHOWN ON Tl-IE PLANS OR IN
Tl-IE SPECIAL PROVISIONS. Tl-IE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN Tl-IE EXACT'
LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO PERFORMING WORK THAT MAY DAMAGE
SUCH FACILITIES OR INTERFERE WlTl-I Tl-IEIR SERVICE. FORTY-EIGHT HOURS BEFORE
EXCAVATING. THE CONTRACTOR SHALL t"iERIFY Tl-IE LOCATION OF UNDERGROUND FACIUTIES
BY CONTACTING UNDERGROUND SERVICE ALERT AT TELEPHONE 1-800-422-4133.
OPERATORS OF GRAVITY SEWER SYSTEMS AND CERTAIN OTl-lER UTILITIES. WHO ARE NOT
VlCrNITY
N. T. S.
MAP
SP 319
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EL CAMINO DEL NORTE BRIDGE
OVER ESCONDlDO CREEK
BR. NO. 57C-68Q
TITLE SHEET
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IlETAl BE"'" GUAIIO RAIlING
NOTES
<D EXlS11HC PCC DIP SECTION TO BE REMOIIED
@ IoIBGR, TYPE "",," fLARE, 62'-1", WlIH WOOD POST
PER RSP-A710
@ MBGR, PARA8OI.A. 37'-,", WlIH WOOD POST. PER R5P-A71O
@ EMBANKMENT WIOENING PER RSP-A77F
@ ASPHAlT CONCRE1£ DIKE, TYPE A. PER SDRSO G-~
@ TRANSl11ON STREAIoIBED TO "'A TCH EXlS1ING AT uP
ANI) DOWNSTREAMS APE LINES
<D CONCRE1£ CURB .. GUTTER. TYPE G, PER SORSO G2
R/W
R.S. 448
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40'
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TO "'ATOI EXlS11HC AT STAl1ONS 5+00 '" 11+50
60
60'--
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@3" ASPHAlT CONCRElE (TYPE B), O\lÐt '2" Aoo. BASE. a..ASS 2
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SP 319
COUNTY OF SAN DIEGO
DEPARTMENT OF PUBLIC WORKS
- ow...... AWIIUE, 8M _0. CA 8210--
EL CAMINO DEL NORTE BRIDGE
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1l£ŒJC DESCRIPTION sa: !IHŒt
NUMBER
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ABUnlENt F0011NC SUPPOR1ED IY "It" PUS 41".
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D£AI) L<WI: IMClUOES J5 PSf fOR fUTURE WEARING SIJRI'N:(
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LOAD
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REU1tD aItII'IUCT nnN-
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STANOARO SPECIfICATIONS.
2. STANOARO PlNfS: CALTRMS. JULY 1182 STANOiWI P\NoIS.
HYDROLOGIC DATA SUMMARY
H'IDROI.OGIC n.ooo Of ST~ n.ooo .!!!!!.!.- Cl#'1dff ŒSIGII
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WATER SURFAΠMIA 52.5 511 51.4 51.4 11.4
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m 1/40 HARoøoARD 8£1'/IEÐI SlAB AND WlNGWAll
WITH SMOOTH SIDE TOWARD WlNGWAll.
æ 40 THICK EXPANDED POLYST'tRENE
œ 1'-0. WIDE. 1 1/20 THlCI< PCC RUNNER TO stJPpORT
1 1/2" AC TOPPING
L£GEND
L .. 13'-3"
w,
..
15 of 25
---"",,:ù- -",--_........,
fi
f
"'
'~
" ":~
.;;;":,:,:-~-,,
W
iiï
I
IJU
42'-0'
BR'~-fTc.t<-1 I )~?
~~
I OffSET
I I ""0fU
~IER t - SENTt - FTC t
I
,-x "-0'. ,'-~ SHEAR KEY PER PI[ ¡
(fŒY SURFACE ro K ROUCHÐIED ro
1/4' AllPUnŒ),
LEGEND
CD CONT. " BOT. lIARS, TOT. 8 AT EOAUl SPACING
@ "BOTTOM BARS . t, TOTÀl 58
@ CONT. 18 TOP BARs, TOTAl. 8 AT EQUAl. SPACING.
@ IS TOP eARS . t. TOTAl. 58.
@ 15 [ . '2':t SPAC1NC IN lRANS\IERSE AND
18" SPACING IN lONQ1UOINAi. DlREC11ONs, TOT. 224.
(HOOK AROUND TOP AND BOTTOM MAT)
PtÐ! (sa SHEET lOB)
Y/):7/Y/
~~
..
000
J
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n..-24
!.JL:!'
I
I
t
,'-~
t
BENT FTG. CROSS-SECTION
,"- 2' - 0"
(f"I]It ClMITY 'S1EEL PIl£ AllOtOR'" NOT -,
BOT OF no El£V-24 ===-"Ir
BENT LAYOUT
31'-0"
I~BRt r
, a.R ~,PO 0UTlM
~ ? ~
- I
\ "J~
l/
I ,,~ I
\ '" 1\ ,1
:;- . " , '" J I ,.- /
"1 1 I i\ ...J, r rJE1fT II. - FTC 4.
¡"';' ,- -;-
/
'v ~- - - -- -
~
- - - - ¡-.~ - '- - 18
/ 1---
;- 1-\ 1-- ~ ~ f- I
I I- 1-1- I-- - I
I- - I ,
- '" - - - -
1-- - - --
~,__I\, - .- r-.- - - - - 1,-,
~ i---' T J
. I" I ,
- i ] \ 10, "
" II W"
'\ I - -
t
-r
,": 5'-0"
IS '\h:~ roTAl 2
7
!
£.
PIER OUTLINE
:...
HI' 101151 " HP12X74 PUS
I -~..- ,¡ "'~"""--'.-- ""., J
.
REDUCED PLAN
.. ICAU --
L,""l""""",~",:.d
I _B'" .- P\AII
STE PILE ANCHOR
N.T.S,
Fa! "PU: IIÐDINO Ð(TM.- BUn JOIN1$"
sa STANIMO PlAN 12-5
BENT FOOTING PLAN
,". 2'- .a."
-¡¡
COUNTY OF SAN DIEGO
DEPARTMENT OF PUBLIC WORKS
- OVIIIILAMJ AVENUE. .AII DIEM, CA uas--
_1- ~ iTA.J ¿. 4 - _4.'"
- ,... _x-....- ...--.......,
-'- -..
-
...
-
-
c:oaiII8to1t -
--.--" ~-,~._-,
,',-"'0 ' .,."..."...-
-,""" ,.".
--' ,ú--
.¡,..-,~,
,-- ,-, -- ....,--
I
"
..
"'
~
~
!!!
i
â
i'
i
./
úi
,-_..'"
.c::;;- :T ~1RICAL
lIRi-nç{ ~ ~ROAØt
~ r-- ~
¡ 3'-0:, @
Inl!
0
00
CROSS 11ES(J
DOIIB.S (4
lUJ
i
i
BENT ELEVATION
,- - 5'- 0-
tar srø-ø
A. ff..ç__-t r
,'..ç I T..ç
,'..ç
'l
,,", -
I ~ I
r- It'
SECTION A-A
1" - 1'- 0"
COUNTY OF SAN DIEGO
DEPARTMENT OF PUBLIC WORKS
- 0VE1ILAI8) "WNUE, 8M ..., CA alia-11M
81--~ ~
-..... .. ~..,o.~~~ :: 17-d"'?
/I ff'~ ¿J .LL am #---'7
7Þ" -....-- ........~....
LEGEND
CD
@
G)
@
\/ER1ICAl REINF (MAIN BARS) 110 0 6" :1:, TOT 38 PER PIER
LATERAL 1IES (lONG BARS) IS (~)
CROSS TIES, 14 0 \/ERT &: HORIZ BAR'S SPACING
\/ERr DOWELS 19.1TOT 18 PER PIER, EQUAL SPACING
2-0'
@ fOR ADDITIONAl BARS DUE TO THE UTILITY OPENING,
USE STD. PLAN B3-9, RETAINING WAll U1IlITY
OPENING (A.'4")
ill SEWER LINE (SEE SHEET 138)
~I~
90'
135'
[: - Of MIIIIŒIII --lIS 10
fiIŒ £II:It - II ...- SI'IIŒS
IEtIIDI - ar WI MIS 10 -
!INΠRII PUaIC CINX1(
PART SECTION A-A
1" = 1'- 0"
BENT L=.-PIR t
1/..... REDUCED PLAN
, ~ ICAU -LOllI
I L,".'J~""f""'::j
s -'.. ..8IIIAI. PlNI
-
8f
-
-
,-,',,-_.~...,'
[
M:W
--
---
_.-'
fi~
PIlI
{
I
r..ç
r..ç
'l'"
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~~~~ SlIIEMIIED
- v= t EI.EV~ -I ~UU!8tB
~
8
)
.."
I I
, I
I I
uv
HOOK
W
I I
I .
I I
UVJ
W HOGk'S ME 10 IE SÞIÌGotIIID ØQ . ....
SECTION B-B
1- - 2'- 0-
~
EL CAMINO DEL NORTE BRIDGE
OVER ESCONDIOO CREEK
(BR. NO,57C-680)
,'.,
,".., ,..
, ..._6".....,. :,""'\4~~-
..
~
Ii
It
21'-0"
" t
1'-e"
4' O.D. PIS DUCTS ,. 3'-o"$PA(:ING - 16'-D"
1'-'"_'-1'-'"
9
...
b
~
b
..
R-I'-D'
3'-0"
'5~
~5P,
. .
. '"
.."
.."
.."
.."
OIlER PIER
~
HALF ELEVATION
I" - 2'-0-
STOP 11WIS lIARS
,-
"-0'
'" ,sroP TRANS ElMS
0
8EMT t
~I~ --
t OF ImUTY
0PÐIItC
0
0
;..
w
:!
;..
REDUCED PLAN .' ..'1'\~.'.'.>.',',',.."",'.'.'..' CRO
WI ICALI _LOIt 'I!'" ".
, 1....~....f""':::J ,," ,- - 1'- 0"
~,-".._PLM
CD TOP II£1IIfOIICDIEH " . , COIfT (lOT 17)
0 1OnDII1IEIIIFOIICDIEN". 12 COIfT (lOT t)
ø II 4I..J sr-.IPS
COUNTY OF SAN DIEGO
DEfÌARTMENT OF PUBLIC WORKS
- OWIILAIID AWIIUI. 8M -80. CA "tlS-1tØ
-, ::; ~~7: :~~
- ~. .......-- ---WNII.
...-
... .. _. .. _.
21'-0'
JSI/
it'
12
00
4" 0.0. PIS DUCTS ,. 3'-D"SPACINC - "'-D"
1'-'"
fOR IIIUI.:II-IISE
-. DErAIlS
9[[ SHŒT IT
Ztl~,
30-0"
t
PIER ROlF.
(SEt SHEET 1118)
, . .".
lUJ f5
šÏw:ING
. '"
@OÐIOTES UIIU1Y UNES (SEE SHEET 138)
@OÐIOTES P/S DUCT (SEE SHEET 148)
b
T
..
~
III'
"...,..
~ ABOUT
IIR. t
œi:K LOHO. ROlF.
(9[[ SHEEt 128)
r:ø:: t
L - t
-
'-
J.-
..
IM1
21'-0"
ALF PLAN TOP NT
,- - 2'-0-
--
Eo
_.
18 of 25
.". .. _...On'
. ".._.~._.-
<0. ";'>o"'n.."~"
2"
lilt
FN;E or
IIRIOG£ DECK
NOTE: 1 '/2" A.C. lOPPING,
NOT - FOR CLAItI1Y
II ¿;- DEe!( II£INrORcOÐIT IS
~ ~ AIM 8RIOGE t
2-1'0 . ."
rof5 '" iIot.(IOU)
3'-0"
3'-0.
,s c.. .'2
,'- ."
." 0.0. PIS OUSTS: . . 3'-0. SPACING - ,.'-0.
2"
8"-'0"
t
y
FOR 1U.1HIS[ 1ftM.
(sa SHEEr '1)
" ...Je12
,'-,' I ,.-,'
.' 0.0. PIS OUSTS: . . 3'-0. SPlICING - '8'-0"
,'- &'
BRIDGE DECK REINFORCEMENT
1.= 2'- O'
~
CD CAST-II-PLAŒ, PRE5111ESSED, POST 1DISIOHED,
COHCII[1[ !US DECK.
@ SOFfIT IS PARRAlLEl 10 TOP or DECK.
@ONE FOOT IIAÞUS QII\/[ ON NCJRtH SlOE ONLy,
ø CAl1llAN5 STD" METAl 1U8E RAIlING. TYPE '" 8RIOGE RAIUNC ANI) ITS COlOR
SHAll COWORIoI 10 tHE PRCMSIOHS II SECTION 1M .Q.EAI '" PAINT IIRtOGE RAIUNG".
PMT V or 11£ 1[0INICAl PIIC»ISIOHS. tEE SIiQ;~'SII AHO 188 FOR DETAIlS.
@ RAISED SIOEWAUC (t. 0EtP). IH.ESS 01HERWSE SHOMI, USE 510 PLAN 81'-54,
1YP[ 28, FOR R£IIIFOIICDIOIT.
@ GAlV. DECK ORAIN PER 510 PlAN 87-S (DETAIl. 7-3). 1OTAl 7 (sa SlIT. '8 FOR LOCA_).
ø "-0. - X '-'/2" 1HICI< Pee R\HÐI 10 SUPPORT '-1/2" A.C. TOPPING
UTILITY OPENINGS:
<D '2. . 0.0. S1ŒI. CA!MG 10 CARRY ... WAD UN[ (CIniID)
@ & 5/8" . 0.0. S1m. CASIllO 10 C_Y 3.. GAS UN[ (ft ~8I!1
@ 10 3/4" . 0.0. S1Œ. CASING 10 !:AMY'" . GAS UNt IIV -.£1
@ 2-5. . PI/C £l£C1RIC COHÐUIl' '* -t£1
@ 2-2 1/2.. P\IC CAIU COHIJIA'f m-u C&8I.£VISIQIII
@ 2-.". P'IC CABU: COHDUI1-"Y COX ~lànONSI
(J) ,.. . 0.0. $1[[1. CAsING 10 CMRY ,", SEWER lINE (CSO)
lSEESIIr,Þ81
NOTE:
sa U1I.1IY PlNIS FOR U111.11Y c.\SINGS
ANI) - HOlD-oowN CHAIIS.
" ~ . '2 (5T- '11TH DECK 1MH$. fINIS)
'-I ,.....
!
ò
-'
~
~II
"~~
? ~
... i
::
W FOR CUlm' , O£ac lOIIGItUDIIW. I\HD
VI" 1IWIS"f£IISE II£INF1IRCÐIENT NOT -.
TYP. UT lITY OPENING REINF. THROU H DECK
END "DETAIL
o. 1'-
M
._--.'. .".'. . ..
REDUCED PLAN.
_1CAU-
l.::.:"",~,!,.f...,,~
S _.1111 ..- 1iM.
.
COUNTY OF SAN DIEGO
DEPARTMENT OF PUBLIC WORKS
- OVEIIUII8) A--. 8M D1180. CA NlU-1ØI
81=;::~~~:!~7
. ~ £j-ti.:./J..J.~.. - 1..-..£-"7
-.--- ..._"""~
f
.L :L
. ,- L-.,
..1 T
-i~
f\--Li-~ -
'NÆ or
_" POSr
JIm;.
14 - CIWIIS . Y:t,TRI\HSV£1ISE\.Y
AND 4'%, lDIIG1UDIIW.1.Y
BAR CHAIR DETAIL
N.T.S.
IIRIDCE t
~.~t
~
1'-0"
WI\IJCWAY
...Æ£
8IIŒLAN£
'3'-0"
I
--t
.
'Y-O"
;, 5'-0" .
8IIŒLAN£
-~
~
0'-11.
---
0
-
COIISf.
El CAMINO DEL NORTE BRIDGE
c.1 OVER ESCONDIDO éREEK
(BR. NO, 51C-680).
DECK TYPI~AI,. StClION REJN
-
DIto1£
--
19 of 25
~..
~,.;...
il i
...:
..
t ΠO.M.W.D.
WAD LINE
I
EDGE OF DE:CI< ~
-----------
-------------
-----------
-------------
-----------
-------------
-----------
-------------
-----------
-------------
-----------
-------------
-----------
-------------
-----------
-------------
-----------
-------------
-----------
-------------
-----------
-------------
EDGE ΠDE:CI<../
:: E81 ~AllUT. 8RÇ. i
I ,2'-111/2'
1tr' r-.~Ir-.
PRESTRESS TENDON LAYOUT
8
I". 10'
8'-0"
t ΠPIS sm
------
---------
---------
---------
---------
---------
---------
---------
---------
---------
---------
---------
AIIUT, 8RÇ.
.'2
R£CUS FOR ANCHfJRIIGE. TQ lit:
fI\J.£I) IIIIH CONCR£1'[ Af1tR
STR£SSIHC IS COWI£Tm.
15, TOT. 2
it
~Ig ~ i
!I §
~J~. r:. 15 00Nr.
fII.o\aD I' MAl< ~
PS erNIIf«¡ Pl.A1[
AT £ACH PS 1£NSION.
15 U. 12
Il..Il..I..La.
,. END..-- _. IIAY
lit: SPUŒD A' RECESS.
2. ADoMIT REJNfORŒllENT TQ
ClEAR UJUTY CASING.
AIIUtIoIENT
END DIAPHRAGM
1°. 2'- 0'
JACI< Ç
lOCA -
REDUCED PLAN
WI ICAU -
L",.,]"."",.t"",:.J
S _El.. .-- PUll
~
I
I( ΠPIS S1[[I. IS PARA8OUC
IIt:nIŒN Pains -
TOP ΠDECI< ~
~
~
if
I
i
I
DECI< SOf'F1T ../
PRESTRESSING TENDON PROFILE
H: 1°.10'
COUNTY OF SAN DIEGO
DEPART_NT OF PUBLIC WORKS
-- OVEM.AIe AVE'" .AII -eo, CA NtiS-12M
81 =. . -;~-::.~.'v= ð~. 5. .". ~~i
~ k~¿.,~ I .. "0$"7
..... -.....- ~..,.......
.--
81'
:1'- ~ 1/2°
.I~
¡ I
iiF
-
1.
~
@ DENO1D CÐl1P! lINES Œ
U1!UTY lINES (SEE SHE£T 138)
:!
~BRt
1.
~
IIt:GIN 1IWIS\IÐIS[
'REMaICDIÐIJ
IS ~ . 8 (tOT 10 1a> . IIOJ)
.£/I~
10
I
N
t ΠPiS sm:L
J
PRESTRESS ANCHORAGE
I.. 1'-0.
-
LOCA-
".,....
..
PRESTRESSING. NOTES
,. DESIGN IIA5ED ON:
-270 KSI LOW REl.AXA- S11tAND
-CONCII£1E 51RENGlH fc' - 5,000 PSI . 28 DAYS
fer - 3.500 PSI . 1111[ Œ 51R£SS1NG
- IIIOIØ.£ AND CURVA1IØ:
(fNC11ON cœmaENTS)
(:8::00
- TOTAL LOSSES 01H£R lH~ FRIC- - 20 KSI
- AIIQiOR SET - 3/8 N)1
2. 1' ocII - ",210 KJ>S AT - END
3. NO, Π1tNDCINS - ,.
.. CQN1RACTOII SHAll. ..-T Ð-CIIIM1ICIII Clll.Q,l .A1IØNS IWIJI ON
IIII1W. flIIESi AT . - .... 1.u - S1IIESS.
S. Dl$1I!IIIU1IOII OF PIIES1RESS f'aIŒ (1'",,) IInIDI 1ÐIDONS tHAU. NOT £XaiD 111[
IIAlIO OF 302
t. II""'" fINAL f'OIIŒ V-110M _nuN 1ÐIDOItS SHAll. NOT £XCIED 725 ICPS.
7. AHatOIWIE 2ÞE ~T .SttØ!I!III AIIO\oI[.ttIM1. . AIWS1QI 011
111f111\EW)11ED AS.QUN J TO CòM1IIaL ìflUT1II8 sw.s FOR 1HE rwou-
$'IS1ÞI PIICJIOIE ) FOR lISt.
.. IIENGIICDIÞIT III1EJIFtRRIIÇ .111 111[ I'IIØ1IIØS 1ENIION MJGIIIIO T SHML lit:
~ Ø«T 111 II'Pf/OWL BY 111["'" 'IIDIICINO 011.\- II4IU. IICU,II [
811ON$ OR ~r OF IIEINFOIIÌCiIii t1œ. - 1IIAT - ON K PlMS.
""lip "of '25
,. -->..-,..
!!
:!!
~
f
w
length for payment
eorrier Roiling Type 18
8' -0" mall. Post Spacing
9- typo
It. End Post
Welded tube splice
Exp. joint
See Detail F
0
I
in
1.0
I
N
Finished Surface
Exp. joint
See Detail E
RAIL ELEVA TION
~
3/4- x 1-1/2" stud bolt
(Similar to Detail P or R)
T.S. 2)(3x.1875 (See Note 8) 0
T.S. 4x4x.25xl'-4", See Detail R. ~
T.S.. 4x4x.25, See Detail R
3/4 "" H. S. Bolt with nut
and 2 unhardened cut washers
2-3/8°x3° slotted holes,
(8ock wall only)
W8 x 31 Post W
8"" tubing bracket
See Detail N
.
N
-'
~IW
1 1/4" x 2'-0" H.S. rods, threaded
both ends with 3 hex nuts per rod,
totol 2. See Note 10. ----¥16" typo
W
T.S. 3x12x.25
See Detoil P .
C>
~12'ty >. {IW
'3::!i= tot. 5 pairs
bundled, equolly spaced
8x3/8xO'-8"
It. Washer
Ole
1'-
-:-.E
Stiffener t 3 1/2x3/8 (Each side
of web: cope corners adj. to web)
W
I-, x 2'-0" H. S. rods. threaded both
ends with 4 hex nuts per rod, tot. 2
t 3 1/2 x 3/8 x 0'-8" (Tack weld nut to lP)
SECTION A-A
Note:
CD 1 - Unhardened cut washer
and 1 lock washer.
Paym."t_for Thrie Beam (or WeeR}
It. Post
Exp. Joint
See Detoil D
lock washers
Woll ryinf.
;.-:1 2 - ,8 min.
Cut washers
Cut washers
H.S. Rods total 2 ~
threaded full ----'~ -~. . . lock washers <'I
length, see Note B~ \ ~ . ò
t washer .
3 1/2 . .,. .,'-.' ~3.L Bolt 010.+ 1/. ~ l?fJ," :<
NoteS: ~
1 1/4 "" Top rods and I"Ø, . 171"
bottom rods when "A" - 4 1/2-. <'II
7/8 "" Rods when "A" - 10-., 2 1'2" I' W - 2 1/2-
SECTION 4 g-
RAIL POST ON WALL ("') .
'" The connection details shown ore to be used on north
winowoll8. For south wingwah UII8 the connedIon
details shown by Section A-A (this 8heet) end Section
8-8 on .....t 88.
COUNTY OF SAN DIEGO
DEPARTMENT OF PUBLIC WORKS
- OWILAIe A"", .AII DlE80, CA 82tJS-taH
-' I="~~.r£!:.'~.~'~'. ~=&:G{
I! -i=~ ¿.-".< - 14-17
-.--- ....-.........
.....!:L
. gJIII\.
......
....
Y'II't: .S.#1IDØIItt
--
.......
-¡¡;-~-
-
...
, ..~ -'. - ,
..
ç¡¡¡:.
lID
13/1S-Ø HOLES
1 1/16-x 1 9/16" Slotted holes
W8 x 31
ií~
a
Il.....
..
É a
'i
1ô-g
_1&.1
END POST
lY /2XJ TUBE
!.t I.
~.
~
:ï It)
9/16- Slotted holes
$J~
GO
1/16"x 1
1 5/16"x 2 1/4" Slotted holes
1 1/16"x 2- Slotted hotes
~ ~r
TYPICAL POST
DETAIL
r I--"~~U~ ..6.~~k
/', L. ""'~""f"",~
~ -...- PUll
I.
FABRICAnON
1. Posts sholl be normol to railing
2. Tubing sholl be bent or fabricated to fit horizontal curve when curve
radius is leas thari 950 feet.
3. All exposed corne,. shall be ground smooth.
4. Tubing shall be continuous over not lees thon 3 Intermediate posts.
5. Expansion joints in rail tubes shan match deck expansion joints.
6. Galvanize roil assembly after fabrication.
7. For two-way troffic, use a Terminal Connector In lieu of Backup Plote.
8. Place top roil and post (TS 2x3) only if shawn on Bridge Plans.
9. For Details see " Metal Tube RaRing -Type 18 - Sheet 2 of 2.
10. right." nuts enug tight.
Eo
.'
.," ..._, "
,1.,.......-."....'-':
,'..
Plate G
r
If.
If.
~[
; --,'
- '
J
TS .3 I(
1ø
5-
1/4"1( 1'-1"1( 1'-9"
1/4-1( 3 I( 0'-10"
.3/4"' H.S.
bolts, tot. 4
TS 3x12x.25
...
.:::.
....
3/4-11 H.S.
bølts, total 4
~
"
13/16- 11 holes
¡"
.1
~
ëo
'N
Pmished grade
PLATE G
PLATE K
Finished grade
<fi\frJ"
:;
.,
~
~ -
"
~
"-
I')
13/10'" ~-=I
J-c=r(7
0
ê~.,. ~ __3"
:::. --
0
1/4" If. wosher DETAIL C
UBGR with Bockup Plots
M-M
H-H
DETAIL 8
Thrie Beam Borrier with Bockup Plate
. l' -6-
~ I
t-- ' I "
It Pas "6" 1'-0
~
3/4-Ø Corriage bolts,
hex nuts and washers
i->
..
CD)
io
CD)
io
TS 2 x 5 x .25 x 2'-6", tot. 2
f. 3/16 x 10 3/8"x 2'-5-
Hond tighten nuts,
peen threads
CD)
Construct sleeve for
sliding 'it inside
TS 3 x 12 x .25
i->
j
13/16-x 2-Slatted holes
(.3 x 12 x .25 only)
Match ,~eck joint width
3 mOM.
El(VATIQN
SECTION
OEIAIL
E
TS 3 x 12 x .25
1 1/4" .thd;
-:".
........
I')
1 1/4"thd
15 4 x 4 x .25 x 1'-4"
(8Iockout) -
1.3/16"holes in blackout
It Hole = Cl Stud
TS 4 x 4 x .25 railing
j~ ---
:110
.
........ -
Full pen.trotion butt I')
weld or equal ~
(Typ.oll stud details)
0
::I
!!
It Post
1/4"x 1'-1" x 1'-1"
lit 1/4"x 3 x 0'-10"
13/16-.ø holes
COL- "'v.
13/16"x 2" Slotted holes in 5/8"
TS 4 x 4 x .25 only Hand tighten nuts,
TS 4 x 4 x .25 peen threads
Sleeve
Fill plate@ TS 3 x 3 x
SECTION
£LEYATION
DETAIL
D
@ lit 2 1/4 x .3/8 x 2'-4"
jI-
J'~,j ~ ceo
3/16"gent It for sliäong fit .
ELEVNJQN SECTION
DETAIl- F
~
~ ....... ,/,", ,"...<.
-c:::r:Ig.- ti9ht fit
3/4"Ø x 1 1/2"stud bolt
with nut washer, tot.4
SECTION ELEVATION
DETAIL P
Note: Stud bolts sholl be
torqued to 100 ft.lbs
PLAN
DETAIL
R
.
COUNTY OF SAN DIEGO
DEPARTMENT OF PUBLIC WORKS
- OWIILA8 A-. 8M Ìllleo. CA .113--
8
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SECTION
WELDED TUBE SPLICE
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BR NO. 57C-~)
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0 _10.411 SŒEL n.ooII IIDII AT . FEEl' SI'CIIIII$, lOT 28
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REFER to 1M[ SP£CIIIL PR<MSIONS. PART V, 1tCHIIICAI.
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DEPARTMENT OF PUBLIC WORKS
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DEPARTMENT OF PUBLIC WORKS
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<D W'OX45 STEEL flOOR BEAM (lENGTH c 6'-9")
œ W5X'8 STEEL POST (lENGlH- 5'-6 3/4")
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6 3/4 INCH DEEP LONGITUDINAl GlULAM DECK PANELS
80 X 6 3/4" GLUlAM, BETWEEN W8X3' STEEL POSTS
3/4" DIA. ASTM-A307 BOlT, TOT. 8 PER flOOR BEAM
3/4" OtA, ASTM-A307 BOLT WITH OFfSET SHOE, TOT. 10
PER FLOOR BEAM.
, '/2" DIA. NEOPRENE WASHER UNDER' '/2" DIA. STEEl WASHER
@
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0
6" X 6 3/4" GlUlAM RAIL
6" X 3 , /8" GlUlAM RAIL
3/4" DIA. STAlNL£SS STEEL CARRIAGE BOLTS roo LOWER TWO
RAILS (TOT. 4 PER POST)
'/2" OIA. STAINlESS STEEL CARRIAGE BOLTS rOR UPPER TWO
RAILS (TOT. 4 PER POST)
.
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(BR. NO. 57C-680)
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ORDER Of WORK
SEE SPEClFlCA11ONS Felt REQIJIREMEN'YS R£LA11NC 10
œœR OF WORK. SCHEDUtL AND COORDINA 1ION
IWtH UTUTY COMPANIEs.
GENERAL NOlES
1. STA11OM OffSET lIE 10 . ÐCIS1INC ROAD
CENttAUNE AS 9HOIN ( If PlANS.
2. SEE IIRIDΠPlANS FOR PROPOSED ROAD PROFILE.
3. LOCA noN OF ÐCIS1IfG U1I.!TIE;$ IS eASD ( If RECORD
DRAWINGS. CONmAC1CIUIHAlL IiIAICE f1ÐJ) IM\U1IOAtIONS
10 COIAIM LØCA1ION f'IiIIOR 10 DCEaJ1INç WOfIK.
4. SlOPE AND IIISTANŒ DIMÐtSON$ FROM PItOPO$ED WATER
AN ) SPIER LJoIE$ 10 ~ WA 1EIt AND $hIQt, IJNES
ARE APfIROXItA 1E. CON1RACTCR 10 F1B.D WRIFY.
5. CCWmACTOR 10 SUPPORT AND PRO1ECT ..-
OU1FAIl. SEWER 1ft ~ DURINC CONS1RUC1ION.
8. 0IS11NG CAS. E1£C11IC. ÞM) CABLE WAY. RElOCAtED
BY 01HERS BEFORECOWENŒMENT OF WORk. stt
8RIOΠPLANS FOR DETAU OF UTUTY RELOCA1IONS.
7, WAD RELOCAnoN NOlE: AS DETAILED It SPEClFlCAlIOHS,
..- auIC StEEl WAtER LINE SHAU. BE CMW£R
fURNISHED. CON1RAC1tIR INSTAlUD.
8. R£fERENŒS 10 CSOSO SHAll. REFtR 10 aTY OF SAN DIEGO
STANDARD DRAWINGS DOCUMENT 1788818, OAlED FE8 .. 1-
8, SDRSO SHALL REFtR to SAN 01[00 Nf£A REGIONAl
STANi>ARO DRAIWNOS ISSUED Io1ARat 1t15.
1O. Ow Nell F,..tN'Slit'O ,,' CML.C ST~€t. W"TEIt LONiS
CONSISTS OF" 30o.0F O,31100-IHr..HW""-Lr,I'E
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WATER NOlES
1. 1t£ CONtRACTOR SHALL PREPARE DETAIlED DRA~S).
SH(),..ç 1t£ MEOfANlSlo1 BY MtIOt tHE SEWER LINE
IS 10 BE PRO1EC1ED DURING CONS1RUC1ION. '!HE
WORI<IIG eltA8CCS) Plt£PARED BY '!HE CONlRAC1tIR
SHAlL . APf'RO\Ð) BY 801M THE DIS1RICT NIÐ '!HE
aTY OF ESCCIØOO. 1t£ CON1RAC1tIR SHAll. NOT START
MY 1RENCHiNG CPERA11ONS UN1L DRAWINC(S) DETAIUNC
1t£ SEIlER lINE PRO1EC1ION MEASURES IS (ARE) APPRO\Ð)
BY 1t£ AGENCIES. '
2. ALL SHEt11NC AND SHORING USED felt tHE PlAŒMENT
Œ PIPING SHAlL BE RÐIO'ÆD BY '!HE CON1RAC1tIR
PRIOR to '!HE c:cM"I.£11ON OF THE PROJECT,
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SEWER NOlES
1. ALL NEW Iot/IHHCUS SHAll. HAW PlIl-lED
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SAN DlEQUITO WAfER DISTRICT/CARDIFF .~TATION DlSTIlleT
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1. STA11ON 0FFSEr LINE TO BE EXJS11NÇ RCW)
CEN'ÆRUNE AS SHOWN <iN PtNIS.
2. SEE BRIOCE PlANS FtIR PROPOSED ROAD PROFU.
3. LOCA11ON OF EXJS11 IÇ UTIJnES IS IWJEÐ ON RECORD
DRAWINGS. CON11W:TOR !ØU. .wœ: FIE1D 1oMS11G411ONS
TO CONF1RM LOCA11ON PRIOR TO EXECU11NO WORk.
4. $l(JP[ AND DlSTAHΠ0MNS80NS FROW PIIOPO8ED *TER
ANI) r~ 10 ÐCI$1INO.' Wo\TF!.. ¥ SEØ íJNES
ÞIfE. :It. CON1IWmJR 10 r-.u 'ÆMN.
5. COt!'11WmJR 10 U8fIOItt I!fCI PRoYt'cT ..
OUTFALL SOlER .. PtAΠDURING COHSTRUCnON.
e. EXISTING QA$, Ð.£ÇntIC, ANI) Coti8LE Mi'Y 8[ IE.QCATED
BY' cmtERS -- ~ Œ ~ SŒ
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7 . ~ ~1ICIN HOlt: AS [fM£D .. spø:flCA1IONS.
.. CIUIC SIœ. *1fR LINE !tW.L 8[ ( Ij tØ
FUfIHISHÐ), coifrMCTOR IISÞU.ED,
.. ~ 10 CSOSD StW.L RQ'IR 10 ar'f OF SAN DIEOO
STNØRD DRAWIHCS DOC:IJMENr 17"'1, MTED fE8 8, ,....
t. SORSÐ StW.L REFER 10 !WI DIEOO MFA MGICIIW.
stNbRÐ ~ ISSUED MMCM , Me.
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SAN IMEQUlTO WATER Dl8TltlCT/CARDFF 8ANlTATIOIII DI.TlllCT
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STA TE. ANO LOCAL REGUl.A nONS AND REQUIREMENTS
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