HomeMy WebLinkAbout2243 i
0 Project completed and accepted by Council on August 4 2010.
J p p
All locations were awarded .
CITY OF RANC,, HO CUCAMONGA
AIR AM
n- A A N E
C TYWIDE BRI .. GE DECK M INTEN C
BRIDGE INDEX
w ALMOND JL________
CD
n < e�q wATH STREET AT CUCAMONGA CREEK CHANNEL BRIDGE NO. 54CO523
< Q z �
< 0 LU> >- ----'- AN SEVAINE T - BRIDGE NO. 54CO520
H I LLS DE RD° w _ ® � SYSTEM
►- HILLSIDE L L - I
,�, ORCHAR > w ET DA CHANNEL
� > Q < Q Q m FWIL'NSONAAV .]E WILSON AV ==� SUMMI - AVE ® L L — Q.
Q � F 1'��
Q , ICHANNEL - G Q 1
_ ° T - BRIDGE p
w Li U BANYAN ST ��
11 w BAN AN = > � BANYAN ST
W �` T T — ID a
> � �: :
`� `� L_LEM N AVE . � � � ARROW T T L - BRIDGE
BRIDGE NO. 54CO585R
LLJ w HIGHLAND AV � I 21 HIGHLAN AVE. zz BASE LINE
m _ r �._._ F I S\x x 4i -.
CHER D 1 T L — BRIDGE NO. CQ 1
� I 21 _
vICTORI
19t STo PARK L
VICTORIA ST.
J.
a� MONTE VIS A ST ° MO TE VISTA S ° w
F
> >
o ` m S P R R QFONTANA aFESSi
0k,
` > `� = BASE L I N ROAD
BASELINE AVE <zLd CD
�® v• V T ` �`
Q > w z �, 3 3 `� m
UPLAND
w Q o PKWY Q a o.
M Ile,
Ir w Q `�� `� / 1 /1 1
> = Q CHURCH ST. E`er- �"' ® CHURCH `�' w s�. CIVIL tia
o OF CAL IV
o w r -
a c�
<
SAN BERNARDINO RD Cr w
w V) w FOOT IL BLVD. (SR66)
Q Q CITY >
� W ®A L �z SHEET INDEX
> 1i Ld
0 w _ CIVICC TER DR ARROW ROUTE
> ARROW ROUTE -' __ Q 0 1 . TITLE SHEET
° J ERSE BLVD. T APPROVED
gth S ° ` GENERAL NOTES
�' EH WH I TTRAM AVE STREETL E I T I N V I I E
® Q > < w A T S F R R
w m 8th STREET- I L
—_—_—� o 5 . BASE INE ROAD AT CUCAMONGA CREEK CHANNEL
CITY OF RANCHO CUCAMONGA
:2 ® LU 7t STREET 6th STREET CHANNEL
W `� 7 o I L
= m U 5fh ST EETCITYWIDE BRIDGE DECK MAINTENANCE
_ � _ T AT DEER CREEK CHANNEL
UJ
�> W 9 . 8TH STREET AT DEER CREEK CHANNEL
� ,o 7 10 . ARROW ROUTE AT DEER CREEK CHANNEL TITLE SHEET
4th STREET
11 . BASE LINE ROAD AT DEER CREEK CHANNEL
4k 12 . CHURCH STREET AT DEER CREEK CHANNEL
ONTARIO
CUCAMONGA DETAILS
GAUST I PAR I- 1 O FREEWAY 1 I
1 T PP Y AT
CHAINCITY ENGINEER
STEUER RCENO. 53672
DESIGNLOCATION MAP RECOMMENDED
Corp .AR Auf bau
639 W . Broadway
Glendale , 91204
DRAWN TEL . 1 - - FAX. 818-240-7991 SHEET
T 1 OF 1
r
C
aCHECKED VARTAN V . VARTANIANSDRAWING
VVV DATE 4115/09EXP 3f 1f11 2243
GENERAL NOTES STRIPING GENERAL NOTES
1 . ALL WORK SHALL CONFORM TO THE CITY OF RANCHO CUCAM NGA STANDARD DRAWINGS AND
STANDARD SPECIE CATIONS FOR PUBLIC WORKS CONSTRUCTI N ( GREEN BOOK ) , 2003 EDITION 1e ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND THE INSTALLATION THEREOF
AND INCLUDING T111E, 2004 AND 2005 SUPPLEMENTS . SHALL CONFORM TO CAL TRANS STANDARD SPECIFICATIONS , TRAFFIC MANUAL , MAINTENANCE MANUAL AND
STANDARD PLANS AND CITY STANDARD PLAN NO. 133 , UNLESS OTHERWISE APPROVED OR DIRECTED BY
2e THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE UTILITIES THE CITY ENGINEERa
AND SUBSTRUCTURES WITHIN THE CONSTRUCTION LIMITS OF THIS PROJECT AND SHALL BE
RESPONSIBLE FOR ANY DAMAGE AS A RESULT OF THE CONSTRUCTION OPERATIONS . 20 PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF PAVEMENT MARKERS SHALL
CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING
3e THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT 1 - 800- 422 - 4133 AND THE PROVISIONSa
FOLLOWING UTILI IES TWO WORKING DAYS PRIOR TO CONSTRUCTION OR REGARDING ANY PROBLEMS , A. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE CITY MAINTENANCE STENCILS , ( S . A .E . )
SOUTHERN CALIFORNIA EDISON CO. ( 909 ) 357- 221 UNLESS OTHERWISE NOTED .
SOUTHERN CALIFORNIA GAS CO. ( 909 ) 335- 3919 B . ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET
VERIZON C MMUNICATION ( 760 ) 245- 330 SANDBLASTINGo
CUCAMONGA VALLEY WATER DISTRICT ( 909 ) 483- 7313 Ca SUFFICIENT CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE
CHARTER COMMUNICATION ( 951 ) 343- 5171 REPLACED PRIOR TO INSTALLATION OF STRIPING AND MARKINGS °
METROPOLITAN WATER DISTRICT ( 213 ) 217- 7807 Do ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED
PRIOR TO INSTALLATION OF STRIPING AND MARKINGS ,
A . THE CONTRACTOR SHALL NOTIFY THE CITY OF RANCHO CUC MONGA POLICE DEPARTMENT , THE CITY E . ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED BY THE CITY TRAFFIC ENGINEER
OF RANCHO CUCA ONGA FIRE DEPARTMENT AND ANY AFFECTED SCHOOL DISTRICT , 72 HOURS PRIOR PRIOR TO INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS ,
TO CONSTRUCTION INDICATING ANY DETOUR AND/OR ROAD CLOSURES . Fe ALL STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL BE APPROVED LOW
VOC TYPE , 15 MIL THICK (WET ) . INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND
5. FOR INSPECTION � F THIS PROJECT , THE CONTRACTOR SHALL CONTACT THE PUBLIC WORKS SECTION A MINIMUM OF TWO WEEKS AFTER THE FIRST , UNLESS OTHERWISE NOTED .
AT ( 909) 477- 27 0, MONDAY - THURSDAY AND AT LEAST TWO WORKING DAYS PRIOR TO THE Go ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ONE COAT
CONSTRUCTION START DATE . I i AND BE 10 MIL THICK ( DRY ) , UNLESS OTHERWISE NOTED .
Ha UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVERNIGHT , WEEKENDS OR HOLIDAYS WITHOUT
6 . A PERMIT SHALL 3E OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PRIOR TO ANY CONSTRUCTION APPROPRIATE STRIPING AND MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER °
OR ENCROACHMEN1 WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHTS-OF -WAYa Ia ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE
PERMITS AND TRAFFIC CONTROL MEASURES , IN ACCORDANCE WITH THE CITY AND STATE STANDARDS ,
7 . DURING THE CONSTRUCTION OPERATIONS AT LEAST ONE 12 ' LANE IN EACH DIRECTION SHALL BE J . TEMPORARY OR CONSTRUCTION STRIPING AND MARKINGS SHALL BE IN ACCORDANCE WITH THE CITY
PROVIDED FOR EACH DIRECTION OF TRAVEL ON ALL STREETS AT ALL TIMES . THE TRAFFIC LANES AND STATE STANDARDS AND AS DIRECTED BY THE CITY ENGINEER .
SHALL BE MAINTAINED ON PAVEMENT AND SHALL REMAIN UNOBSTRUCTED . WHERE THIS REQUIREMENT QROFESSI0Nq
CAN NOT BE SATISFIED , PRIOR APPROVAL FOR DETOUR AND TRAFFIC CONTROL MUST BE OBTAINED 3e LEGEND , SYMBOL , LIMIT LINE AND CROSSWALK SHALL BE THERMOPLASTIC . v• vaQr ` F
FROM THE CITY OF RANCHO CUCAMONGAe
� � Z
uJ No. 38893 A
8e THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL UNDERGROUND UTILITIES , PIPES AND xp, 3/31 /11 �
STRUCTURES AND SHALL TAKE SOLE RESPONSIBILITY FOR HE REPAIR/REPLACEMENT , AT NO COST SpgrFo t vi Fa�,��P
TO THE CITY , FORANY DAMAGE TO SAID UNDERGROUND UTILITIES , PIPES AND STRUCTURES. Y
U z
W co Q
9 . CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE Lj a a_
PRIOR TO COMMENCEMENT OF ANY WORK . ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION o V' m
IMMEDIATELY TO fHE CITY ° � U �
ma W T7:1
oLi- cr_ Z
EXISTING SURVEY MOIUMENTATION NEW Di1_� m
a z � EXISTING
ASPHALT o m p
5 � z ASPHALT DESCRIPTION OF REVISION tTE APPROVED
ALL EXISTING SURVE MONUMENTS WHICH MAY BE DISTURBED B THIS PROJECT WILL BE REFERENCED CONCRETE W a � LIMITS OF m CONCRETE
BY THE CITY 'S CONS RUCTION SURVEYOR IN ACCORDANCE WITH SECTION 8771 OF THE CALIFORNIA PAVEMENT COLD MILLING = PAVEMENT CITY OF RANCHO CUCAMONGA
SURVEYORS ACT , PRIOR TO THE START OF CONSTRUCTION ° ALL MONUMENTS DESTROYED BY THE AND OVERLAY
CONTRACTOR 'S OPERA IONS WILL BE RESET BY THE C [ TY 'S CONSTRUCTION SURVEYOR . THIS WORK WILL - CITYWIDE BRIDGE DECK MAINTENANCE
BE PERFORMED AT TH CITY 'S EXPENSE .
- - - - - - -- - - - -- -- - - - -
GENERAL NOTES
LIMITS OF COLD MILLING ASPHALT
PERMITTING FROM CITY OF ONTARIO AND CITY OF UPLAND CONCRETE PAVEMENT AND OVERLAY DATE
APPROVED BY y A tv)
NO SCALE
CITY ENGINEER —� RCE N0. 53672
MARK A . STEUER
THE CONTRACTOR SHALL APPLY FOR AND OBTAIN ALL PERMITS FROM THE CITY OF ONTARIO AND CITY
OF UPLAND FOR WORK WITHIN THEIR RESPECTIVE AGENCIES , INCLUDING TRAFFIC CONTROL OPERATIONS , DESIGN AUf b0U Corp , RECOMMENDED
AR
639 W . Broadway
Glendale , CA 91204
DRAWN TEL . 818-240-3655 FAX. 818-240-7991 SHEET
TA .�. 2 OF 15
RCE NO. 38893
CHECKED VARTAN V . VARTANIANS DRAWING NO.
VVV DATE 4 /1 5/09 REG EXP 3/31 /1 1 2243
1 1
4 1 LEGEND
1 1
1 4
1 4
- - - - - - 1 . THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS
i 6
CITY OF RANCHO,
1 ,
BEFORE ORDERING OR FABRICATING ANY MATERIAL . INDICATES EXISTING .
1 ,
—0— , —6 — . Go
�ITY OF ' 0 I I 1
STREETATH , 2 . ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN .
6�
- --1DIRECTION OF TRAFFIC .
I
i 1 .
THE CONTRACTOR SHALL ENSURE THAT CONSTRUCTION MATERIALS
1 1 INCLUDING BUT NOT LIMITED TO METHACRYLATEL
CUCAMONGA DOi
I I I L I ffAND NOT FALL
CREEK CHANNEL "METHACRYLATE RESIN TREATMENT PRIOR
RAPIDDECK AND APPROACH SLABS , REMOVE UNSOUND CONCRETE AND
CITY BOUNDARY FOR PERMIT PATCH WITH I
LIMITSIJOINT
PLACEPRIOR TO LJOINT
REMOVE PAINT ON CONCRETE t `
i 1 BARRIERLIMITS
t ( SEE SHEET 13 FOR LIMITS ) 021 t 1 AND BASEQ5'' ASPHALT CONCRETE OVER 6" AGGREGATE BASE
1
PAINT TUBULAR HAND
RAILINGI IL
REMOVE AND REPLACE METAL OVERLAY` i 1 DETAIL .
1
tff 1
t 1 BEAM GUARDRAILING
0251
If
ff
® ► LIMITS °
i
- - _ - - iSAW CUT AND REMOVE A 1 FOOT STRIP OF ASPHALT CONCRETE
_ _ _ - _ _ _ _ _ _ _ - _ __ _`_ � GUTTERI
PAVEMENT ADJACENT TO
TH
t FULL DEPTH ASPHALT CONCRETE PAVEMENTT
,
ATH STREET
BEGIN BRIDGE
BRIDGEND
y
(y • 38893
^ y
- - _ _ _ _ _ _ _ _ _ .
•x
0 1 /11
1 ,
REMOVE AND R�E�PLACIE 06
1
METAL BEAM GUARD i 4401141
RAILING
w
1
i
1 4
i
tPAINT RAILING
� t
REMOVE PAINT ON CONCRETE BARRIER SURFACE T�7
t i
i 4
1 °
1 ( SEE SHEET 13 FOR "LIMIT
1 t ,
1 '
1 °
9
DESCRIPTIONI I
CITY OF RANCHO CUCAMONGA
rn
In
CITYWIDE , BR, I,DGE DECK MAINTENANCE
4TH STREET BR I DGE
AT CUCAMONGA CREEK CHANNEL
BRIDGE NO .
4TH STREET BRIDGE
APPROVED BY DATE 4 A
AT CUCAMONGA CREEK CHANNEL CITY ENGINEER MARK A . STEUER RCE
53672
54CO523
DESIGNNO SCALE
639 W .AR
Glendole , CA 91204
DRAWN • 1 - - • 818-240-7991 SHEET
TA 3 OF 15
HEE
3
RICE NO. 38893
VARTAN V .CHECKED [ DRAWING
vvv T 1 1 1 2243
SHALLNOTES0 LEGEND
1 THE CONTRA TOR
BEFORE ORD�--RING OR® FABRICATING ANY MATERIAL .
INDICATES EXISTING .
® ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN .
3 . THE CONTRACTOR SHALL ENSURE THAT CONSTRUCTION MATERIALS DIRECTION OF TRAFFIC .
INCLUDINGLIMITED TO METHACRYLATE RESI �l
WATERWAYDO NOT FALL INTO THE I . "CLEAN 11
LIMITS OF
AND
11METHACRYLATE RESIN TREATMENT If PRIOR TO CLEAN
DECK AND APPROACH SLABS , REMOVE UNSOUND CONCRETE AND
PATCH WITH RAPID
LIMITS "REMOVE JOINT11 AND 11PLACE NEW JOINT SEAL
II
PRIOR19 REPAIR JOINT SPALLS .
\° \° \gi '\ ♦\ LIMITS "REMOVE
AND BASE° ° a ♦'\ ♦°\ 11 11°♦ .♦ 1 ASPHALTAGGREGATE BASE
♦\ \
LENGTH\ CENTERLINE
OVERLAY DETAIL .
N'N 4303843\3'' SKEW PAINT
\ \
\
TUBULAR HAND RAILING
REMOVE PAINT
15 ( SEE SHEET 13 FOR LIMITS)
♦♦
a
- ®- - - - -® - -
1 I - - - - _ _ - - . _
C==> (.0 BEG
LO I
a 38893
c z
BRIDG-- - - --- - - -- ___ - ®� I x ® f 1 /1 1
s� MIL
„m--_- - - - -- - - -- - - -- - - -- - - - .___ _ - _ - --- - - — _ _ _ AL
RE �OVE AND REPLACE
�
\ 1 f
METAL BEAM GUARD RAILING
PAINT TUBULAR HAND RAILING -
\ °
\
\
REMOVE PAINT ON
CONCRE ♦ \ .,�
T I °\ •� °\ \,° DESCRIPTION I I
ON DATE APPROVED
( SEE SHEET 1 \,
\ \
a \
\ °° \
CITY OF RANCHO CUCAMONGA
CITYWIDE BRIDGE DECK MAINTENANCE
8TH STREET BRIDGE 8TH STREET BRIDGE
AT CUCAM NGA CREEK CHANNEL AT CUCAMONGA CREEK CHANNEL
NO SCALE
DATE
APPROVED BRIDGE NO , 54CO520
IY E N G[
53672
MARK A . °
DESIGN
corp ,
Broadway RECOMMENDED
AR
639 W .
Glendale , CA 91204
DRAWN TEL . 1 X, 818-240-7991 SHEET
TA RCE
F 1
.
CHECKED VARTA V . VARTANIANS DRAWING
VVV T ! 1 1 1 2243
V
SHALLNOTE So LEGEND
1 THE CONTRACTOR VERIFY
BEFORE ORDERING OR FABRICATING ANY MATERIAL , INDICATES EXISTING .
® ALL DIMENSIONSOTHERWISE
DIRECTION
3. THE CON-'RACTOR SHALL ENSURE THAT CONSTRUCTION MATERIALS
RESININCLUDI G BUT NOT LIMITED TO METHACRYLATE
DO NOT FALL INTO THE WATERWAY UNDERNEATH THE BRIDGE . L "CLEAN BRIDGE "s AND
"METHACRYLATE RESINLBRIDGE
4 . PROTECT HIGH PRESSURE GAS LINE ALONG THE SOUTH SIDEWALK ON THE DECK AND APPROACH SLABS , REMOVE UNSOUND CONCRETE AND
BRIDGE . TSETTING
PAINTREMOVE
BARRIERI F "" AND "PLACE JOINT "
PRIOR TO PLACE NEW JOINT SEAL ,( SEE SHEET 13 FOR I
REPAIR
PAINTMITS) —
L
IRAIL )
E END a ,
MODIFIEDI
LINK FENCE ( TYPE 7 )
BEGIN
MODIFIED I e � e
LINK FENCE ( TYPE 7 ) 5
e e P e P7-6- �.
e , , � 06
P 0
e e e e
` a e
- — — - — — — — — — — - — — — — — — — — - — — — — - — — — — — — ® — _ _ — — — — - , — - — — — — — — — — — —
(101
BEGIN BRIDGE
a 4
a
I
rn
Oli
BASE
a
4
LINE
4
m
_ _ _ .� _ _ — _ . _ — _ _ .�. ® _ _ _ ® _ _ _ — . ® _ . ..� . I _ . � _ _ ® _ _ _ o _ � _ � _ _ I . I . _ ® _ . . _ .�. _ . _ _ . _ _ .� . . - - - - - -
,
a
000
aLn
a `�' Z
a alp m
1 LO No. 38893
, f rn
xpe 1 /1 1
CIVIL
- — — - — — - — _ — - — — - _ - — ` e OF' CALIFco
¢
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --�� e—.�---------- --.T--- — —_ - �
�
BEGIN a � N.
LINK 7 )
Ln
ee e1\50
t e e a e ,
END MODIFIED CHAIN
e BRIDGE c�ONG CENTWLINE e e
0 P �ele
e eRAILING
150- ( HAND �AIL AND GUARD RAIL )
REMOVE PAINT I TI REVISION
BARRIER10- ( SEE SHEET 13 FOR
LIMITS )17 CITY OF RANCHO CUCAMONGA
BASE LINE ROAD BRIDGE
AT CUCAMONGA CREEK CHANNEL
BRIDGE NO . 54CO222
BASE LINE ROAD BRIDGE APPROVED CITYWIDE BRIDGE DECK MAINTENANCE
T
AT
CNEER CUCAMONGA CREEK CHANNELITS I
MARK A . T
DESIGNNO SCALE
639 W . Broadway
Glendale , CA AR
DRAWN L . 81 - g 818-240-7991 SHEET
TA 5 F 15
CHECKED VARTAN V . VARTANIANS DRAWING
VVV T 1 1 1 1 2243
NOTES
LEGEND
INDICATES EXISTING . 1 . THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS
BEFORE ORDERING OR FABRICATING
DIRECTION OF TRAFI g 2 . ALLI IN FEET UNLESSOTHERWISE
. THE CONTRACTOR SHALL ENSURE THAT CONST'RUCTION
LIMITS '°
AND INCLUDING BUT NOT LIMITED TO METHACRYLATE RESIN AND JOINT SEAL
"METHACRYLATE RESIN TREATMENT11 PRIOR BRIDGETHE WATERWAY UNDERNEATH THE BRIDGE .
LIMITSDECK AND APPROACH SLABS , REMOVE UNSOUND CONCRETE AND
PATCH WITH RAPID SETTING CONCRETE .
"REMOVE JOINT " AND PLACE NEW JOINT SEAL
PRIORI 4 REPAIR JOINT SPALLS .
"REMOVELIMITS OF
AND BASE� °s '' ASPHALT °'
( THIS AGGREGATE BASE
g SEE SHEET 2 FOR COLD MILLING
OVERLAY DETAIL .
0 ed i� I- 7---�- 1111,011 � . VAn co .01
r
PAINTu REMOVE
CONCRETE BARRIER SURFACE
�-- w
( SEE SHEET 1 3 FOR LIMITS ) ----,, — � " �
�- � - - - - - _ _ - - - - - - - - - - - - p ' 1 /11
PAINT TUBULAR HAND ILI CIVIL
END
OF CAL IV
BRIDGEBRIDGE
RtL 1 , ® - -_
METAL2' 35. 5 ' 35"
00
REMOVE AND REPLACE u DESCRIPTION OF REVISION DATE APPROVED
BEAM GUARD RAILING a
� -
-� PAINT TUBULAR HAND RAILING
CITY OF RANCHO CUCAMONGA
REMOVE PAINT ON CONCRETE BARRIER SURFACE
° 13 FOR LIMITS )
CITYWIDE.�
C\A
1 A 3 .A HELLMAN AVENUE BRIDGE
LENGTH OF BRIDGE ALONG CENTERLINE AT CUCAMONGA CREEK CHANNEL
BRIDGE NO . 54CO522
- �
DATE
HELLMAN AVENUE BRIDGE APPROVED
Y q A (*n lez
ENGINEERCITY
BroadwayAT C CAMONGA CREEK CHANNEL fvfARK A . STEUER
DESIGN Auf bou corp . RECOMMENDED
NO SCALE AR 639 W .
Glendale , CA 9120�
DRAWN TEL . 1 4 1 - 1 SHEE T
TA 6 F 1
CHECKED VARTAN V . VARTANIANS DRAWING
1 1 1 2243
LEGEND
NOTESO
1 . THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS INDICATES EXISTING .
BEFORE ORDERI IG OR FABRICATING ANY MATERIAL ,
2 . ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE
DIRECTION
MATERIALS3 . THE CONTRACTOR SHALL ENSURE THAT CONSTRUCTION
I " " AND
BRIDGE .DO NOT FALL I ITO THE WATERWAY UNDERNEATH THE "METHACRYLATE RESIN TREATMENT PRIOR
SETTINGDECK AND APPROACH SLABS , REMOVE UNSOUND CONCRETE AND
PATCH WITH RAPID
LIMI I "PLACE11 'N
PRIORL
"REMOVE
I
pA/r AND BASE 5" ASPHALT CONCRETE OVER 6" AGGREGATE BASE
IMILLING
A� ,.♦ OVERLAY DETAIL .
#/__ REMOVE PAINT ON CONCRETE BARRIER SURFACE
p
p%' �.♦ p 13 FOR LIMITS )
SKi5ky / ♦
♦ PAINT TLJB/ULAR HAND RAILING
0 ® A / P p ® / p p METALo6 /- REMOVE AND REPLACE
75
!p ♦ ® ppu BEAM GUARD RAILING
® o -_-®_ -- _-_ ®_ -
06
♦
I BRIDGE
Ln VINEYARD m
® ♦ °`
1
. . . _ _ m
3/31 /11
♦ x .
06 TV- CIVIL
06
OF CAL IV
-- - - - - - - - - - - -
p ♦ p
ADJUST SEWER MANHOLE
/ter p p p
TO GRADE
REMOVE AND REPLACEp/ ® p 4 @ /
METAL BEAM GUARD FAILING
® p I12075
PAINT TUBULAR HAND RAILING
x65 . 1 DESCRIPTION OF REVISIONTAPPROVED
PAINTREMOVE
CONCRETE BAR IER SURFACE ♦ pp �ENGTH OF BRIDGE CITY OF RANCHO CUCAMONGA ,
I � p` CENTERLINE
( SEE SHEET 131 FOR r
p
CITYWIDE BRIDGE DECK MAINTENANCE
BRIDGE NO . 54CO519
VINEYARD AV NUE BRIDGE
AT CUCAMONGA CREEK CHANNEL
AT CUCAMONGA CREEK CHANNEL APPROVED Y
CITY I --;-"MARK A . STEUER RICE NO. 53672
.,.
,p
NO SCALE
DESIGN Auf bou corp . RECOMMENDED
AR
639
W . Broadway
Glendale , CA 91204
DRAWN TEL . 1 — . 818-240-7991 SHEET
TA 7 F 1
DRAWINGe��4 4 zo-v_ . RCE NO. 38893 —
CHECKED VARTAN V . VARTANIANS
.
1 1 2243
SHALLNOTESO
VERIFY ALL CONTROLLINGIDIMENSIONS
FABRICATINGBEFORE ORDE ? ING OR I Q
® ALL DIMENSIOOTHERWISE
SHALL ENSURE THAT CONSTRUCTION
INCLUDING BUT NOT LIMITEDJOINT
DO NOT FALL INTO THE WATERWAY UNDERNEATH THE BRIDGE .
DIRECTION OF TRAFFIC .
I � I
LIBRIDGE
PAINTREMOVE I "METHACRYLATE RESIN PRIOR
CONCRETE BARRIER SURFACE
( SEE SHEET 13 FOR LIMITS ) DECKi i o AND APPROACH SLABS ,
PATCH I
WITH RAPID
\ 5.1 2-) S K E
L- 70—
�r
co 4 4 (36
I
o ti
i
i
— — --— - — — - — — - — — - — — - — — -— —- — — - — — - — — - — — - — — - — — - — — - —
i
I BRIDGE
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
C\i BEGIN BRIDGE
rn
411
°
,
,
4 Rp E S S �QN
_ _ - _ _ - - -
- - -- - - - - - - - - - - - - - -
'
No.. 38893
a � 1 i1 1
® I xp.
4
44!. 5 C\js� CIVIL
REMOVE PAINT ON
CAL
BARRIERCONCRETE '
( SEE SHEET I ! I
13 FOR LIMITS ) Lu
Ld
I
I I
°
DESCRIPTION REVISION
ui
CITYWIDE BRIDGE DECK MAINTENANCE
6TH STREET BRIDGE
AT DEER CREEK CHANNEL
6TH STREET BRIDGE BRIDGE NO . 54CO558
AT DEER CREEK CHANNEL
APPROVED Lu CITY OF RANCHO CUCAMONGA DATE t4 i/i e. Im
NO SCALE CITY ENGINEER '���NiARK A .
STEUER
BroadwayAR Auf bcu corp .
639 W .
DRAWN
I I , 1
L . 1 — — 1 — — 1 SHEET
1
•
38893
-,vo—r,&--z 5� /-�,--7
CHECKED VARTAN V . VARTANIANS DRAWING .
VVV T 1 / 1 1 2243
f
NOTESO LEGEND
1 THE CONTRA .',TOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS
BEFORE OR ERING OR FABRICATING ANY MATERIAL0 .
INDICATES EXISTING .
DIMENSIONS2 . ALL
DIRECTION3 . THE CONTRATJOR SHALL ENSURE THAT CONSTRUCTION MATERIALS TRAFFIC .
INCLUDING BUT NOT LIMITED TO METHACRYLATE RESIN AND jOINT SEAL
DO NOT FAI. L INTO THE WATERWAY UNDERNEATH THE BRIDGE . LIMITS OF "CLEAN`
BRIDGE DECK AND APPROACH SLABS ' AND
RESIN TREATMENT PRIOR
DECK AND APPROACH SLABS , REMOVE U NSOUNDICONCRETE AND
RAPIDPATCH WITH
LIMITS OF "REMOVE AND REPLACE ASPHALT CONCRETE PAVEMENT
AND BASE't " ASPHALT CONCRETE " AGGREGATE BASE
( THIS SHEET a
ONLY ) . SEE SHEET 2 FOR COLD MILLING AND
OVERLAY O
REMOVE PAINT ON
CONCRETE BARRIER
1 ® 1
1 �
SURFACE
( SEE SHEET 13 FOR LIMITS) !
1 ' t' 1
EW REMOVE AND REPLACE
w ,
METALII
s I
ss
BEGIN
BRIDGE
ND BRIDGE
1E LLI, No. 38893
23
/ 1 /11
e 1 p.
'32 ®I -_ X
CIVIL
REMOIE AND REPLACE 22METAL. BEAM GUARD RAILING LENGITH OF1 0 REMOVE PAINT ONCONCRETE BARRIER SURFACE OF CAL IV
13RI-DGE ( SEE SHEET 1 I
I AL6NG
CENTqRLINE
Lli
I I1
, 1
1
1
e
ILijI I .
, 1
1 ® 9
DESCRIPTION VI IDATE APPROVED
c: u CITY OF RANCHO CUCAMONGA
CITYWIDE BRIDGE DECK MAINTENANCE
8TH STREET BRIDGE
AT DEER CREEK CHANNEL
8TH STREET BRIDGE BRIDGE NO . 54CO563
AT DEER CREEK CHANNEL ---------------
DATE uA
APPROVED BY
UN
NO SCALE CITY ENGINEER
Aq,
O. 53672
X
DES
I
639 W . Broadway
Glendale , CA T, SHEET
AR
DRAWN TEL . 818-240-3655 FAX. 1 — 1
F 15
4
38893
CHECKED VARTAN V . VARTANIANS DRAWING
VVV T / / / 1 1 2243
CONTROLLINGNOTESO LEGEND
1 THE CONTRACTOR SHALL VERIFY ALL
BEFORE I ICATING ANY MATERIAL .
OTHERWISEINDICATES EXISTING .
2 . ALL DIMENSIONS ARE IN FEET UNLESS
CONSTRUCTIONC==> DIRECTION OF TRAFFIC .
3 . THE CONTRACTOR SHALL ENSURE THAT I
RESININCLUDING BUT NOT LIMITED TO METHACRYLATE T SEAL
DO NOT FALL I �ITO THE WATERWAY UNDERNEATH THE BRIDGE . LIMITS OF "CLEAN BRIDGE DECK AND APPROACH SLABS" AND
"METHACRYLATE RESIN TREATMENT
11 a PRIOR CLEAN BRIDGE
DECK AND APPROACH 4
PATCH WITH RAPID SETTING REMOVE UNSOUND CONCRETE AND
LIMITS
0
ASPHALTSAW CUT AND REMOVE A 1 FOOT STRIP OF
CONCRETE
ADJACENTPAVEMENT 'TO GUTTER REMOVALS9 AND REPLACE WITH
MODIFIEDEND A
DEPTHFULL T CONCRETE PAVEMENT .
PAINTLINK FENCE ( TYPE 7 )
REMOVE ON
CONCRETE BARRIER SURFACE
LIMITS OF '
1
( SEE SHEET ;, 4-,0,
1 1 I
cr
PAINT TUBULAR HAND I BEGIN
i I
IMODIF `
CHAIN 06
1`
I ui
',' P
FENCE ( TYP[7- 7 ) $KEW
f �
Ln
1 I
1
Ln
END BRIDGE 1? 4
ARROW ROUTE ul No. 38893
f l
r
f
f
R
- ! 1 !1 1
rit xp.
f
OF CAI_.IFrn
Q��
f
f
..._._ - - - - - - - - - - - ---- - - - - - ---- - -
151 END MODIFIED
r ;
INSTALL
BEAM GUARD RAILING 63 FENCE ( TYPE 7 )I DESCRIPTION REVISION T
BEGIN MODIFIED CHAIN
' LrNGTH : OFI
r TALONCEN 1
RAILINGLINE
PAINT TUBULAR HAND
REMOVE PAINT ON
CONCRETE BARRIER SURFACE, ARROW ROUTE BRIDGE
( SEE SHEET CITYWIDE BRIDGE DECK MAINTENANCE
BRIDGE NO , 54CO464
AT DEER CREEK CHANNEL
ARROW OUTE BRIDGE DATE L4 A tv,!!�2 ct
APPROVED
Y
AT DEER C REEK CHANNEL CITY ENGINEER
NO
L DESIGN RECOMMENDED SCAE AR Auf bclu corp .
639 W . Broadway
Glendale , CA 91204
DRAWN 9 1 — — a 1 — —7 1 SHEET
TA SHEE
1 1
CHECKED
[ 9
vvv DATE 1 ! 1 /
NOTESO
® THE CONTRACTOR SHALLCONTROLLING
FABRICATINGBEFORE ORDER NG OR Lo
2 . L IN FEET UNLESS OTHERWISE
SHALLLEGEND
3 . THE CONTRACTOR I
LIMITEDINCLUDING BUT NOT I
INDICATESDO NOT FALL � NTO THE WATERWAY UNDERNEATH THE BRIDGE .
f
ALONG4 . PROTECT HIGH )RESSURE GAS LINE
f /
DIRECTION OF
r s
d TRAFFIC .
B {
{
1
/
CONCRETE BARRIER SURFACEREMOVE PAINT ONLIMITS OF "CLEAN BRIDGE DECK AND APPROACH SLABS" AND
{ °
LIMITS )( SEE SHEET 13 FOR �r B f "METHACRYLATE RESIN
06 DECK AND APPROACH SLABS , REMOVE UNSOUND CONCRETE AND
d F
f`
PATCHSETTING
"
l / 4
JOINT
BASE LINE PRIOR
00
BRIDGEEND
LIMITS OF "REMOVE AND REPLA E CURB AN ,,,,) L7 JT L 1-�
_ _ _ _ _ _ — _ _ _ _ _ _ _ - _ - _ _ _ — _ _ � _ _ _ _ _ 1 FOOT STRIPASPHALT
SAW CUT AND REMOVE A
=e
IV
tREMOVE PAINT ON
PAVEMENT ADJACENT TO GUTTER REMOVALS AND REPLACE WITH
CONCRETE BARRIERFULL DEPTH ASPHALT CONCRETE
_a — PAVEMENT .
( SEE SHEET 13 FOR LIMITS )
- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -
BEGIN BRIDGE
BASE LINE ROAD ( SOUTH ) 4 / eR°FEss10
END BRIDGE No., 38893
- --_ - - - --_ _.-. _ _ -. - _ _ _ -- _ _ - - _ - . / 1 /11
xp
f
C II
f 0 ` T OF' CAL 1V
{ °
BARRIERREMOVE PAINT ON mom
-Z- CONCRETE
t` 13 FOR LIMITS )
{
`
r t r
" DESCRIPTION OF REVISION
CITY OF RANCHO CUCAMONGA
CITYWIDE BRIDGE DECK MAINTENANCE
BASE LINE ROAD BRIDGE
AT DEER CREEK CHANNEL
BASE LINE ROAD BRIDGE BRIDGE NO , 54CO585R
AT DEER CREEK CHANNEL APPROVED
/
Y T
CITY ENGINEER ARK A . �STEUFER RCE NO. 53672
DESIGNNO SCALE
AR
639 W .
Glendale ,Broadway
1
DRAWN ® 1 - -3655 FAX. 818-240-7991 SHEET
TA It 11 OF 15
RCE NO. 38893 --
V . VARTANIANS DRAWING
Vvv T / /1 1 2243
N ON T E S
LEGEND
1 THE CONTRA '.*TOR SHALL VERIFY ALL CONTROLLING F I - LD DIMENSIONS
BEFORE OR ERING OR FABRICATING ANY MATERIAL .
INDICATES EXISTING .
2 . ALL DIMENSI NS ARE IN FEET UNLESS OTHERWISE SHOWN ,
3. THE CONTRA ATOR SHALL ENSURE THAT CONSTRUCTION MATERIALS DIRECTION OF TRAFFIC .
INCLUDING 3UT NOT LIMITED TO METHACRYLATE RESIN AND JOINT SEAL
DO NOT FALL INTO THE WATERWAY UNDERNEATH THE BRIDGE .
LIMITS OF ''CLEAN BRIDGE DECK AND APPROACH SLABS" AND
"METHACRYLATE RESIN TREATMENT PRIOR TO CLEAN BRIDGE
A . REPLACE EXiSTING LOOP AND LOOP LEAD IN AND CON ECTION TO
TRAFFIC SI ,-;`NAL SYSTEM (WESTBOUND LANES ) AS REQUIRED . DECK AND APPROACH SLABS , REMOVE UNSOUND CONCRETE AND
PATCH WITH RAPID SETTING CONCRETE .
LIMITS OF "REMOVE AND R EPLACE ASPHALT CONCRETE PAVEMENT
45 AND BASE Ila 4 ' ASPHALT CONCRETE OVER 4" AGGREGATE BASE
REMOVE PAINT ON CONCRETE BARRIER SURFACE ( THIS SHEET ONLY ) . SEE SHEET 2 FOR COLD MILLING AND
/( SEE SHEET 13 FOR LIMITS ) OVERLAY DETAIL ,
REPAIR WING WALL ( SEE DETAIL THIS SHEET )
25020"02"' SKEW
06 LIMITS OF "REMOVE AND REPLACE CURB AND GUTTER
33 INSTALL METAL BEAM u Ln
GUARD RAILING
LL
- - - - - - - - - -- -
- - - - - - - - - - -
BEGIN BRIDGE .....R END
BRIDGE
0 . 6 7
CHJRCH STREET (\J
- - - - - - - - -- - - - - - - - - - - - - - - - - - - -1—/- - - - - - -- - - - - - - - - - - -
- - - - - - F F-s s IO/v
BEGIN BRIDGE
END BRIDGE C\j
:> LO No. 38893
xp. 3/31 /11
- - - - - - - - - - - -
I- - - - - - -1-7 - - - - - - - - - - - -
S C I V I L
7
- - - - - - - - - - - -
OF CAL
2
00
7"�i5 1 5 . !D U LIMIT OF
INSTALL METAL Ln REPAIR
BEAM GUARD RAILING 20
36 . :D
'LENGTH OF
BRIDGE
ALONG 1 . REMOVE UNSOUND CONCRETE TO
CENTERLINE EXPOSE THE REINFORCING STEEL .
2 . BLAST CLEAN REINFORCING STEEL . DESCRIPTION OF REVISION DATE APPROVED
3 . PATCH WITH RAPID SETTING CONCRETE .
CITY OF RANCHO CUCAMONGA
WING WALL REPAIR DETAIL
CITYWIDE BRIDGE DECK MAINTENANCE
NO SCALE
CHURCH STREET BRIDGE
AT DEER CREEK CHANNEL
CHURCH STREET BRIDGE BRIDGE NO , 54CO601
AT DEER CREEK CHANNEL APPROVED BY DATE
NO SCALE CITY ENGINEER MARK A . STEUER RCE NO. 53672
DESIGN Auf bou corp , RECOMMENDED
AR
639 W . Broadway
Glendale , CA 91204
DRAWN TEL . 818-240-3655 FAX. 818-240-7991 SHEET
TA 12 OF 15
`RCE NO. 38893 —
CHECKED VARTAN V . VARTANIANS DRAWING NO.
vvv DATE 4 /15/09 REG EXP 3/31 /11 2243
EXISTING
RAISED
MEDIAN
RAPID SET ING TOP OF EXISTING
CONCRETE IATCH CONCRETE
DECK SURFACE
EXISTING -F - - - - - - - - - - - - - - 1 - -\
REINFORCEMENT EXISTING
- - - - - - - - - - - - - - - - - - - _ - - - - _ - - -
TO REMAIN REINFORCEMENT
TO REMAIN
LIMIT OF REMOVE UNSOUND CONCRETE LIMIT OF REMOVE UNSOUND CONCRETE
AND RAPID SETTING CONCRETE PATCH AND RAPID SETTING CONCRETE PATCH
SAWCUT VERTICAL EDGE EXISTING CONCRETE
1 " DEPTH ( TYP ) DECK SURFACE LIMIT OF CLEAN BRIDGE DECK AND LIMIT OF CLEAN BRIDGE DECK AND
METHACRYLATE RESIN TREATMENT METHACRYLATE RESIN TREATMENT
APPROXIMATE . . . . . .
DEPTH ( 2 11 ) _10----------- ------- ----- ----- BRIDGE DECK WITH RAISED MEDIAN
APPROXIMATE DECK
SURFACE AFTER
REMOVING UNSOUND
CONCRETE AND CLEANING
EXISTING BARRIER RAILING LIMIT OF REMOVE PAINT ON
CONCRETE BARRIER SURFACE
NOTESO LIMIT OF REMOVE PAINT ON
CONCRETE BARRIER SURFACE
1 . APPLIES TO ALL DE "-'.'*K SPALLS AND UNSOUND CONCRETE AREAS
ON THE DECK AND A D PROACH SLABS . TOP OF EXISTING
CONCRETE
DECK SURFACE
2 . REINFORCEMENT MAY BE ENCOUNTERED DURING UNSOUND CONCRETE
REMOVAL . EXISTING REINFORCEMENT SHALL BE PROTECTED IN PLACE
DURING UNSOUND C014CRETE REMOVAL AND PATCHING OPERATICNS .
LIMIT OF REMOVE UNSOUND CONCRETE
3 . IT IS THE RESPONS � BILITY OF THE CONTRACTOR TO REPAIR ANY AND RAPID SETTING CONCRETE PATCH
REINFORCEMENT ACC DENTALLY CUT BY SAW CUTTING OR DAMAGED LIMIT OF CLEAN BRIDGE DECK AND
FROM CONTRACTOR 'S OPERATIONS . METHACRYLATE RESIN TREATMENT
4 . SAW CUTTING OF TH _ EXISTING TRANSVERSE REINFORCEMENT IS NOT BRIDGE DECK WITH BARRIER RAILING AND SIDEWALK
PERMITTED UNLESS )THERWISE APPROVED BY THE ENGINEER .
E S S JO/V
4
5 . THE SAW CUT DEPT SHALL NOT EXCEED 1 INCH OR THE CONCRETE
COVER ABOVE THE TDP STEEL REINFORCING BARS , WHICHEVER IS LESS . m
NO. 38893 m
3/31 /11
xp.
6 . REMOVE UNSOUND PCRTLAND CEMENT CONCRETE , UNSOUND CONCRETE C I I I
VIL
PATCHES AND ASPHALT CONCRETE PATCHES TO EXPOSE SOUND , HARD EXISTING BARRIER RAILING LIMIT OF REMOVE PAINT ON OF CAL IV
CONCRETE SUBSTRATE . REPLACE ORIGINAL DECK SURFACE WITH CONCRETE BARRIER SURFACE
RAPID SETTING CON(".RETE PATCH . LIMIT OF REMOVE PAINT ON
CONCRETE BARRIER SURFACE
TOP OF EXISTING F,
CONCRETE DECK SURFACE
REMOVE UNSOUND CONCRETE AN
RAPID SETTING CONCRETE PATCH D TAIL LIMIT OF REMOVE UNSOUND CONCRETE
AND RAPID SETTING CONCRETE PATCH DESCRIPTION OF REVISION t DATE APPROVED
NO SCALE LIMIT OF CLEAN BRIDGE DECK AND CITY OF RANCHO CUCAMONGA
METHACRYLATE RESIN TREATMENT
CITYWIDE BRIDGE DECK MAINTENANCE
BRI"DGE DECK , WITH BARRIER RAILING
DECK REPAIR DETAILS
APPROVED BY DATE Lk Zj.�n In
TYPICAL LIMITS OF DECK REPAIR
CITY ENGINEER
MARK A . STELIER RCE NO. 53672
NO SCALE FRE C
DESIGN RECOMMENDED
AR Auf bou corp ,
639 W . Broadway
Glendale , CA 91204
DRAWN TEL . 818-240-3655 FAX. 818-240-7991 SHEET
TA 13 OF 15
RCE NO. 38893
CHECKED VARTAN V . VARTANIANS DRAWING NO.
vvv DATE 4 /15/09 REG Exp 3/31 /11 2243
NOTE
THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS
BEFORE ORDERING OR FABRICATING ANY MATERIAL . JOINT SEAL TYPE A NOTES
INSTALL JOINT SEAL (MR = /21NCHES ) OR SILICONE JOINT SEAL 3 INCHES INTO CURB OR BARRIER RAILING , ON THE
JOINT SEAL TABLE LOW SIDE OF THE DECK WHERE DECK JOINT ALIGNS WITH CURB OR BARRIER RAILING JOINT .
BRIDGE NAME BRIDGE JOINT MINIMUM APPROXIMATE
NUMBER SEAL MOVEMENT DEPTH TO CLEAN APPROACH SLAB OR ROADWAY BRIDGE LIMITS
LOCATION RATING (MR ) EXPANSION JOINT
( INCHES ) ( INCHES) JOINT SEAL AT PAVING NOTCH JOINT SEAL AT BACKWALL ( BW)
( BEGIN BRIDGE OR END BRIDGE )
BB ( PN ) 0 . 5 12
4TH STREET AT CUCAMONGA CREEK CHANNEL 54CO523 EB ( PN ) 0 . 5 12
`�— WATERSTOP
BE3 ( PN ) 0. 5 12
8TH STREET AT CUCAMONGA CREEK CHANNEL BE3 ( BW) 0 . 5 12 BAC KWAL L
54CO520
EB ( PN ) 0. 5 12
EB ( BW) 0 . 5 12 v—
BB ( PN ) 0 . 5 - 12 ABUTMENT WITH BACKWALL AND PAVING NOTCH
BASE LINE ROAD AT CUCAMO NGA CREEK CHANNEL 54CO222 EB, ( PN ) 0 . 5 12
BB WIN ) 0. 5 12
HELLMAN AVENUE AT CUCAMONGA CREEK CHANNEL 54CO522 BE3 ( BW) 0. 5 12 APPROACH SLAB OR ROADWAY BRIDGE LIMITS
EB WIN ) 0 . 5 12 v
EB ( BW) 0 . 5 12 JOINT SEAL AT PAVING NOTCH
BE3 ( PN ) 0 . 5 12 BEGIN BRIDGE OR END BRIDGE )
VINEYARD AVENUE AT CUCAM0NGA CREEK CHANNEL 54CO51 9 BB ( BW) 0 . 5 12
EB ( PN ) 0 . 5 12
EB ( BW) 0. 5 12
BB = BEGIN BRIDGE
EB = END BRIDGE
PN = PAVING NOTCH TOP OF E
BW = ABUTMENT BACKWALL BRIDGE DIAPHRAGM ABUTMENT <1
DECK
tj%
m
uJ No. , 38893 m
RAPID SETTING xp. 3/31 /11
CONCRETE PATC� JOINT SEAL LOCATIONS C I V I L
EXISTING JOINT SEAL JOINT SEAL NO SCALE OF CAL IF
NOT SHOWN
REINFORCEMENT TO u
TO REMAIN BRIDGE
DECK
SAWCUT VERTICAL EDGE EXISTING CONCRETE
1 DEPTH ( TYP )
DECK SURFACE
\—JOINT SEAL
r DESCRIPTION OF REVISION DATE APPROVED
0
2 ------0------
--------- --
r-----------
TOP OF
BRIDGE CITY OF RANCHO CUCAMONGA
DECK
1; . . —J. CITYWIDE BRIDGE DECK MAINTENANCE
APPROXIMATE DECK j-
SURFACE AFTER
REMOVING UNSOUND
CONCRETE AND CLEANING \—JOINT SEAL JOINT SEAL DETAILS
JOINT SEAL AT
JOINT SPAL. L REPAIR DETAIL LOW SIDE OF DECK APPROVED BY DATE
NO SCALE NO SCALE CITY ENGINEER ARK A . STEUER RCE NO. 53672
NOTE
EXISTING REINFORCEM[*.NT SHALL BE PROTECTED NOTES" DESIGN A u f b c u corp . RECOMMENDED
IN PLACE DURING UNS )UND CONCRETE REMOVAL AND DETAILS SHOWN FOR ILLUSTRATION AR 639 W . Broadway
PATCHING OPERATIONS , SAW CUTTING OF THE EXISTING PURPOSE ONLY . DRAWN Glendale , CA 91204
TRANSVERSE REINFORCEMENT IS NOT PERMITTED . FOR USE WHERE DECK JOINT MATCHES THE TEL . 818-240-3655 FAX. 818-240-7991 FSHEET
TA 1
14 15
SIDEWALK , CURB OR BARRIER RAIL JOINT . RCE NO. 38893 — OF -
CHECKED VARTAN V . VARTAN I ANS LDRAWING NO.
vvv DATE 4 /15/09 REG EXP 3/31 /1 1 2243
NOTE S : L 6 -1 ( TYP )
STRUCTURAL TUBING 4 . 5" HIGH X Y2" THICK PLATE
1 . THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS - - - - - - PER CALTRANS STANDARD
PLANS B11 - 52
AND PROVIDE SHOP DRAWINGS BEFORE ORDERING OR FABRICATING ANY VARIES f* 3
F
MATERIAL . STRUCTURAL TUBING
4 . 5" HIGH X '/2 THICK PLATE PER CALTRANS STANDARD
fV'12" ( TYP ) A 4 " WIDE X THICK PLATE -A PLANS B1 1 - 52
2 . ALL HARDWARE SHALL BE GAL VANIZED , z4 4 . 5" HIGH X 112" THICK PLATE
10
Lu
F /4 ( TYP )
CC
V WEDGE ANCHOR
Y2 I
5Y2" MIN EMBEDMENT Lu
F;7—i
'12" DIA A- 325 BOLT Y2 DIA A- 325 BOLT
Lu
u
z
0
u
END POST DETAIL
TOP VIEW
EXISTING STRUCTURAL TUBING
RAILING - PER CALTRANS STANDARD
PLANS Bll - 52
F - - 't
J ! - - - - - - - - - - - - - - - - - -
\OF E S s 10/v
STRUCTURAL TUBI,NG
PER CALTRANS, STANDARD EXISTING
PLANS Bll - 52 RAILING
LLI No. 38893
- — - - — - - — - - — - - — - - — - - — - -
f /1 1
xp. 3/31 /1 1
C I V I L
- 71 - - - - - - - - - - - - - - - - - - - - - - - P\�
OF" CAL 1�(3
4 . 5" HIGH X '/2" TH I CK ' PLATE 1/4 ( TYP )
1 . 5" : 2 . 5
A . 5" HIGH X -'12 THICK PLATE
'/2" DIA A- 325 BOLT I]_.*_ 4 . 5" HIGH X 112" THICK PLATE 4 . 5 HIGH X '/2" THICK PLATE
1 '12" DIA A- 325 BOLTS ooel�kc -
1 4" WIDE X THICK PLATE ( TWO AT EACH PLATE ) c= =F.*— /2" DIA A- 325 BOLTS
4 . 5" HIGH X '/2" THICK PLATE 2 ( TWO AT EACH PLATE )
.......... F DESCRIPTION OF REVISION DATE APPROVED
2 4" WIDE X Y2" THICK PLATE 2
L 3 CITY OF RANCHO CUCAMONGA
-r -F
1_T
CITYWIDE BRIDGE DECK MAINTENANCE
114
MODIFIED CHAIN LINK FENCE ( TYPE 7 )
S I [I)E VIEW- FRONT ELEVATION
APPROVED BY DATE LA/1 ('0 In
CITY ENGINEER RCE NO. 53672
"�: �&ARK A . STEUER
DESIGN RECOMMENDED
AR Auf bou corp ,, TRECOI
639 W . Broadway
MODIFIED CHAIN LINK' FENCE ( TYPE 7 )
Glendale , CA 91204
DRAWN TEL . 818-240-3655 FAX. 818-240-7991 SHEET
NO SCALE TA -% 15 OF 15
RCE NO. 38893 —
CHECKED VARTAN V9 VARTAN I ANS DRAWING NO.
vvv DATE 4 /15/09 REG EXP 3/31 /11 2243