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CHERRY AVENUE AT HAWKER CRAWFORD CHANNEL - - - - - - 54CO224
ARROW ROUTE AT CUCAMONGA CREEK CHANNEL - - - - - - - - - 54CO517
TWENTY-FIFTH STREET AT DEER CREEK CHANNEL - - - - - - - - 54CO462
NINTH STREET AT CUCAMONGA CREEK CHANNEL - - - - - - - - - 54CO518
TWENTY-FOURTH STREET AT DEER CREEK CHANNEL - - --- - - 54CO461
TWENTY-SIXTH STREET AT DEER CREEK CHANNEL - - - - - - - 54CO463 .
VEHICULAR BRIDGE AT HERITAGE PARK - OVER DEMENS CREEK - - - - N/A
VEHICULAR BRIDGE OVER SIDE CHANNEL TO DEMENS CREEK - - - - - N/A
VEHICULAR BRIDGE OVER DEMENS CREEK WEST OF HERITAGE PARK - - N/A
SHEET INDEX
TITLE SHEET /LOCATION MAP - - - - - - - - - - - - - - - -
- - - - 1
GENERAL NOTES - - - - - - - - - - - - - - - - - - - - -
- - - - 2
DECK REPAIR DETAILS - - - - - - - - - - - - - - - - - -
3
JOINT SEAL DETAILS - - - - - - - - - - - - - - - - - - - -
- -- 4
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- - - 5-9
CHERRY AVENUE BRIDGE AT HAWKER CRAWFORD CHANNEL - - - - - -
- - -10-11
ARROW ROUTE BRIDGE AT CUCAMONGA CREEK CHANNEL - - - - - -
- - - -12-13 e
TWENTY-FIFTH STREET BRIDGE AT DEER CREEK CHANNEL - - - - - -
- - - - 14
NINTH STREET BRIDGE AT CUCAMONGA CREEK CHANNEL - - - - - - -
- - - 15
TWENTY-FOURTH STREET BRIDGE AT DEER CREEK CHANNEL - -.- - -
- - - - 16
TWENTY-SIXTH STREET BRIDGE AT DEER CREEK CHANNEL - - - - - -
- - - -17
VEHICULAR BRIDGES AT HERITAGE PARK - OVER DEMENS CREEK /
SIDE CHANNEL TO DEMENS CREEK - - - - - - - - - - - - - - -
- - -18-20
QROFESS/ON
J
9 �
No. 38893 m
Exp. 03-31-11 M
srq CIV 0-
�� TF OF CAL�F�.
GENERAL NOTES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARD
DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION— CURRENT EDITION, INCLUDING
ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CALTRANS STANDARD PLANS, MAY 2006 EDITION, SHALL BE UTILIZED
WHEN CALLED OUT ON PLANS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR
ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS.
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE
HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT—OF—WAY LIMITS OR IN ADJACENT
AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE PROTECTED IN PLACE AS REQUIRED AT NO COST
TO THE CITY OF RANCHO CUCAMONGA.
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL
BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM
HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE UTILITIES AND SUBSTRUCTURES
WITHIN THE CONSTRUCTION LIMITS OF THIS PROJECT AND SHALL BE RESPONSIBLE FOR ANY DAMAGE AS A RESULT
OF THE CONSTRUCTION OPERATIONS.
5
no
7
THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO (2) WORKING DAYS PRIOR
TO START OF CONSTRUCTION OR ANY PROBLEMS.
THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO START OF EXCAVATION.
PROVIDED FOR CONTRACTOR'S CONVENIENCE ARE THE FOLLOWING:
A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT..................................................................... (626) 969-7911
CONTACT MR. DAVE JOHNSON FOR BASE LINE RD.
1402 N. VOSBURG DRIVE
AZUSA, CA 91702
B. VERIZON(760) 245-0330
....................................................................................................................................
C. SOUTHERN CALIFORNIA GAS COMPANY............................................................................••.•..•••••• (909) 335-7583
P.O. BOX 3003 (909) 335-3919
REDLANDS, CA 92373
D. CUCAMONGA VALLEY WATER DISTRICT......................................................................................... (909) 987-2591
10440 ASHFORD STREET
RANCHO CUCAMONGA, CA 91730
E. METROPOLITAN WATER DISTRICT (MWD)...................................................................................... (213) 217-7807
700 N. MORENO AVENUE
LA VERNE, CA 91750
EXISTING SURVEY MONUMENTATIGN
ALL EXISTING SURVEY MONUMENTS WHICH MAY BE DISTURBED BY THIS PROJECT SHALL BE REFERENCED
BY THE CITY CONSTRUCTION SURVEYOR IN ACCORDANCE WITH SECTION 8771 OF THE CALIFORNIA
SURVEYORS ACT, PRIOR TO THE START OF CONSTRUCTION. ALL MONUMENTS DESTROYED BY THE
CONTRACTOR'S OPERATIONS WILL BE RESET BY THE CITY'S CONSTRUCTION SURVEYOR. THIS WORK WILL
BE PERFORMED AT THE CITY'S EXPENSE.
STRIPING GENERAL NOTES
1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND THE INSTALLATION THEREOF
SHALL CONFORM TO CALTRANS, STANDARD SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND
STANDARD PLANS AND CITY STANDARD PLAN NO. 133, UNLESS OTHERWISE APPROVED OR DIRECTED BY
THE CITY ENGINEER.
2. 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 PROVISIONS:
A. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE CITY MAINTENANCE STENCILS, (S.A.E)
UNLESS OTHERWISE NOTED.
B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET
SANDBLASTING.
C. SUFFICIENT CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED PRIOR
TO INSTALLATION OF STRIPING AND MARKINGS.
D. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED
PRIOR TO INSTALLATION OF STRIPING AND MARKINGS.
E. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE CITY TRAFFIC
ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS.
F. 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 A MINIMUM OF
TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED.
G. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ONE COAT
AND BE 10 MIL THICK (DRY), UNLESS OT14ERWISE NOTED,
H. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS OR HOLIDAYS WITHOUT
APPROPRIATE STRIPING AND MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER.
I. 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.
J. TEMPORARY OR CONSTRUCTION STRIPING AND MARKINGS SHALL BE IN ACCORDANCE WITH THE CITY
AND STATE STANDARDS AND AS DIRECTED BY THE CITY ENGINEER.
F. CHARTER COMMUNICATIONS CORPORATION3• LEGEND, SYMBOL, LIMIT LINE AND CROSSWALK SHALL BE THERMOPLASTIC.
.................................................................................. (951) 343-5171
4240 N. HALLMARK PARKWAY
SAN BERNARDINO, CA 92407
G. SOUTHERN CALIFORNIA EDISON COMPANY .................................................... (909) 357-6221
7951 REDWOOD AVENUE
FONTANA, CA 92336
8. THE CONTRACTOR SHALL NOTIFY THE CITY OF RANCHO CUCAMONGA POLICE DEPARTMENT, THE CITY OF RANCHO
CUCAMONGA FIRE DEPARTMENT AND ANY AFFECTED SCHOOL DISTRICT, 72 HOURS PRIOR TO CONSTRUCTION INDICATING
ANY DETOUR AND/OR ROAD CLOSURES.
9. FOR INSPECTION OF THIS PROJECT, THE CONTRACTOR SHALL CONTACT THE PUBLIC WORKS SECTION AT
(909)477-2740, MONDAY — THURSDAY, AND AT LEAST TWO WORKING DAYS PRIOR TO THE CONSTRUCTION START DATE.
10. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PRIOR TO ANY CONSTRUCTION OR ENCROACHMENT
WITHIN ANY CITY OF RANCHO CUCAMONGA. EASEMENT OR RIGHTS—OF—WAY.
11. DURING THE CONSTRUCTION OPERATIONS AT LEAST ONE 12' LANE IN EACH DIRECTION SHALL BE PROVIDED FOR EACH
DIRECTION OF TRAVEL ON ALL STREETS AT ALL TIMES. THE TRAFFIC LANES SHALL BE MAINTAINED ON PAVEMENT AND
SHALL REMAIN UNOBSTRUCTED. WHERE THIS REQUIREMENT CAN NOT BE SATISFIED, PRIOR APPROVAL FOR DETOUR AND
TRAFFIC CONTROL MUST BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA.
12. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT
OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY.
13. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN„ HAZARD FREE, ORDERLY STATE, THROUGHOUT
CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR.
14. THE FINAL SURFACE LAYER OF ASPHALT
CONCRETE OR ASPHALT RUBBER
HOT
MIX ROADWAY PAVEMENT SHALL NOT BE
PLACED UNTIL ALL UTILITIES AND UTILITY
LATERALS WITHIN THE ROADWAY
HAVE
BEEN INSTALLED AND ALL UNACCEPTABLE
PARKWAY AND ROADWAY IMPROVEMENTS
ARE REMOVED AND REPLACED TO
THE
SATISFACTION OF THE CITY ENGINEER.
PERMITS FROM THE CITY OF UPLAND AND SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT:
THE CONTRACTOR SHALL APPLY FOR AND OBTAIN ALL NECESSARY PERMITS FROM THE CITY OF UPLAND FOR
POTENTIAL TRAFFIC CONTROL OPERATIONS WITHIN THE CITY OF UPLAND FOR THE PURPOSED WORK AT BASE
LINE ROAD. THE CONTRACTOR SHALL ALSO OBTAIN ALL NECESSARY PERMITS FROM THE SAN BERNARDINO
COUNTY FLOOD CONTROL DISTRICT FOR ENTRY INTO THEIR RIGHT—OF—WAY TO CONDUCT WORK
QRoFESS/o
4.� `� • V'v1'T q�
No. 38893 m
Exp. 03-31-11 rr;
\rra _ CIV 0- ?�P�
RAPID SETTING
CONCRETE PATCH
(USE PAVEMEND SL BY CERATECH
OR APPROVED EQUAL)
EXISTING
REINFORCEMENT
TO REMAIN
SAW CUT VERTICAL EDGE
1" DEEP MAX. (TYP)
APPROXIMATE IT
DEPTH (2")
APPROXIMATE [
SURFACE A
REMOVING UNSOUND
CONCRETE AND CLEANING
TOP OF EXISTING EXISTING
CONCRETE RAISED MEDIAN
DECK SURFACE I
_.._.._.._.._.._.._.._.._.._.._.._.._.._.._.. L.._1._.._.._.._.._...._.._.._.._..J.._.1_.._..—.._..—.._.._.._..—..—.._
LIMIT OF REMOVE UNSOUND CONCRETE( I I LIMIT OF REMOVE UNSOUND CONCRETE
AND RAPID SETTING CONCRETE PATCH AND RAPID SETTING CONCRETE PATCH
LIMIT OF CLEAN BRIDGE DECK AND I LIMIT OF CLEAN BRIDGE DECK AND
METHACRYLATE RESIN TREATMENT METHACRYLATE RESIN TREATMENT
EXISTING
REINFORCEMENT
TO REMAIN BRIDGE DECD WITH RAISED MEDIAN -
EXISTING CONCRETE
DECK SURFACE
NOTES
1. APPLIES TO ALL DECK SPALLS AND UNSOUND CONCRETE AREAS ON
THE DECK AND APPROACH SLABS.
2. REINFORCEMENT MAY BE ENCOUNTERED DURING UNSOUND CONCRETE
REMOVAL AT DEPTHS LESS THAN 1 INCH. EXISTING REINFORCEMENT
SHALL BE PROTECTED IN PLACE DURING SAWCUTTING, UNSOUND
CONCRETE REMOVAL, AND PATCHING OPERATIONS.
3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR ANY
REINFORCEMENT ACCIDENTALLY CUT BY SAW CUTTING OR DAMAGED
FROM CONTRACTOR'S OPERATIONS.
4. SAW CUTTING OF THE EXISTING TRANSVERSE REINFORCEMENT IS NOT
PERMITTED UNLESS OTHERWISE APPROVED BY THE ENGINEER.
5. THE SAW CUT DEPTH SHALL NOT EXCEED 1 -INCH OR THE CONCRETE
COVER ABOVE THE TOP STEEL REINFORCING BARS, WHICHEVER IS LESS.
6. REMOVE UNSOUND PORTLAND CEMENT CONCRETE, UNSOUND CONCRETE
PATCHES AND ASPHALT CONCRETE PATCHES TO EXPOSE SOUND, HARD
CONCRETE SUBSTRATE. REPLACE ORIGINAL DECK SURFACE WITH RAPID
SETTING CONCRETE PATCH.
REMOVE UNSOUND CONCRETE AND
RAPID SETTING CONCRETE PATCH DETAIL
EXISTING BARRIER I I
RAILING WITH
SIDEWALK C
TOP OF EXISTING
CONCRETE I
DECK SURFACE
J !
i
LIMIT OF REMOVE UNSOUND CONCRETE
AND RAPID SETTING CONCRETE PATCH
LIMIT OF CLEAN BRIDGE DECK AND
METHACRYLATE RESIN TREATMENT
BRIDGE DECD WITH BARRIER RAILING AND SIDEWALK
EXISTING BARRIER
RAILING
TOP OF EXISTING
CONCRETE
DECK SURFACE
_.._.._.._.._.._........ �..-.._.._.._.._.L_..�
LIMIT OF REMOVE UNSOUND CONCRETE
AND RAPID SETTING CONCRETE PATCH
LIMIT OF CLEAN BRIDGE DECK AND
METHACRYLATE RESIN TREATMENT
BRIDGE DECD WITH BARRIER RAILING
QROFESS/O�
No. 38893 m
pw Exp. 03-31-11
TYPICAL LIMITS OF DECD REPAIR *rgleOFCAQF��'*
NO SCALE
INSTALL JOINT SEAL (MR = R2 INCHES) OR SILICONE JOINT SEAL
3 -INCHES INTO CURB OR BARRIER RAILING, ON THE LOW SIDE
OF THE DECK WHERE DECK JOINT ALIGNS WITH CURB OR BARRIER
RAILING JOINT.
RAPID SETTING
CONCRETE PATCH
(USE PAVEMEND SL BY CERATECH
OR APPROVED EQUAL)
EXISTING
REINFORCEMENT
TO REMAIN
SAW CUT VERTICAL EDGE
1 DEEP MAX. (TYP)
2
T
APPROXIMATE I
SURFACE A
REMOVING UNSOUND
CONCRETE AND CLEANING
JOINT SEAL
NOT SHOWN
EXISTING CONCRETE
DECK SURFACE
TOP OF
BRIDGE DECK
TOP OF
BRIDGE DECK
JOINT SEAL
1
TOP OF
BRIDGE DECK
- - - - - - - - - - - - -
...... ......
A "I low mi I I I m I m I
JL Ufj�I S�
EXISTING REINFORCEMENT SHALL BE PROTECTED IN PLACE DURING
UNSOUND CONCRETE REMOVAL AND PATCHING OPERATIONS.
SAW CUTTING OF THE EXISTING TRANSVERSE REINFORCEMENT IS NOT
PERMITTED.
DETAILS SHOWN FOR ILLUSTRATION PURPOSE ONLY.
FOR USE WHERE DECK JOINT MATCHES THE SIDEWALK, CURB OR BARRIER
RAIL JOINT.
JOINT SEAL
JOINT SEAL
JOINT SEAL AT
LOW SIDE OF DECK
NO SCALE
JOINT SEAL AT PAVING NOTCH
(BEGIN BRIDGE OR END BRIDGE
BRIDGE LIMITS
I Kim III WMA11 m w1liffmiTA 0
I 1KOFESSIO
No. 38893 z
rn
Ep. 03-31-11 2D
cw
OF c
■
I
DESCRIPTION OF REVISION
CITY OF RANCHO CUCAMONGA
CITYWIDE BRIDGE DECK MAINTENANCE
PHASE 2 OF 3
JOMT SEAL DETAILS
APPROVED BY: DATE:
CITY ENGINEER RCE: "672
MARK A. STELIER
IIII III II
PLAN PREPARED BY:
RECOMMENDED
Auf bau..,P.
639 W. Broadway'
III.
Glenr dale, CA 91204
TEL. 818-240-3655 FAX. $18-240-7991
CHECKED
RZ.E. NO 18893
DRAWING NO,
V.V
Vartan V. Vartonions
2 11
DATE _2yjIO
i 2272
NOTES:
1. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD ELEVATIONS
AND DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.
2. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN.
1 THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AT
(800) 227-2600, TWO WORKING DAYS PRIOR TO START OF DIGGING.
4. PROTECT HIGH PRESSURE GAS LINE ALONG THE SOUTH AND NORTH
SIDEWALKS ON THE BRIDGE.
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0 1 N r Fl
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INDICATES EXISTING.
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PROPOSED FULL DEPTH P.C.C. PAVEMENT
APPROACH SLAB.
END FENCE
4
3 0
21.6'
r:� I
-- - - - - - - - - - - -
120,1
L LIMITS OF REMOVAL OF 6
EXISTING CONCRETE
APPROACH SLAB
\\1 50'
G
LENGTH OF BRiDGE ,,ALONG GEN TE
BASE LINE ROAD
12'
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62
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BRIDGF
L LIMITS OF REMOVAL OF \-
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APPROACH SLAB
— — — — — — — — — — — — — —
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CONSTRUCTION NOTES: I
REMOVE EXISTING IMPROVEMENTS THAT ARE IN CONFLICT WITH THE
PROPOSED WORK.
CONSTRUCT 5 INCHES OF ASPHALT CONCRETE PAVEMENT OVER 6 INCHES
OF CRUSHED AGGREGATE BASE.
CONSTRUCT 142" ASPHALT RUBBER HOT MIX OVERLAY TO FINISH GRADE.
CD
P
O�
CONSTRUCT P.C.C. CURB AND GUTTER PER CITY STANDARD PLAN NO. 104,
W AS SHOWN ON PLANS.
5.5'
CONSTRUCT P.C.C. GUTTER PER CITY STANDARD PLAN NO, 104,
W AS SHOWN ON PLANS.
CONSTRUCT P.C.C. CURB PER CITY STANDARD PLAN NO, 104. DOWEL INTO
EXIST. SLAB.
7
(411
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BEGIN FENCE
0 1 N r Fl
R7 & WAI A
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00
INDICATES EXISTING.
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END FENCE
4
3 0
21.6'
r:� I
-- - - - - - - - - - - -
120,1
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EXISTING CONCRETE
APPROACH SLAB
\\1 50'
G
LENGTH OF BRiDGE ,,ALONG GEN TE
BASE LINE ROAD
12'
4/1
62
L
(-
END M
BRIDGF
L LIMITS OF REMOVAL OF \-
3� 2' EXISTING CONCRETE
APPROACH SLAB
— — — — — — — — — — — — — —
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2'
m
NATIVE SOIL
TYPICAL PAVING SECTION
l—)/2" A,R+Ly.
OVERLAY
5" A.C. PVMT.
6" CRUSHED
AGGREGATE
BASE
z
CONSTRUCTION NOTES: I
REMOVE EXISTING IMPROVEMENTS THAT ARE IN CONFLICT WITH THE
PROPOSED WORK.
CONSTRUCT 5 INCHES OF ASPHALT CONCRETE PAVEMENT OVER 6 INCHES
OF CRUSHED AGGREGATE BASE.
CONSTRUCT 142" ASPHALT RUBBER HOT MIX OVERLAY TO FINISH GRADE.
SEE DETAIL THIS SHEET.
CONSTRUCT P.C.C. CURB AND GUTTER PER CITY STANDARD PLAN NO. 104,
W AS SHOWN ON PLANS.
CONSTRUCT P.C.C. GUTTER PER CITY STANDARD PLAN NO, 104,
W AS SHOWN ON PLANS.
CONSTRUCT P.C.C. CURB PER CITY STANDARD PLAN NO, 104. DOWEL INTO
EXIST. SLAB.
7
CONSTRUCT P.O.C. DRIVE APPROACH PER CITY STANDARD PLAN NO. 101.
TYPE R-2, 8" THICK.
CONSTRUCT P.C.C. SIDEWALK PER CITY STANDARD PLAN NOS, 101 AND. 103
8" THICK BEHIND DRIVEWAYS,
INSTALL TRAFFIC SIGNAL LOOPS - ADJUST PULL BOX TO GRADE.
__j
<
14
INSTALL MODIFIED CHAIN LINK RAILING PER DETAILS SHOWN ON SHEETS
7 AND 8,
18
�
CONSTRUCT COBBLESTONE PAVING PER DETAIL SHOWN ON SHEET 9.
(5
INSTALL JOINT SEAL PER DETAILS SHOWN ON SHEETS 4 AND 6. MINIMUM MOVEMENT
2.5' af
LLJ
RATING (MR)= Y2". APPROXIMATE DEPTH OF CLEAN EXPANSION JOINT 12 INCHES.
_n i --
_D24
CONSTRUCT APPROACH SLAB OVER 6" OF CEMENT TREATED BASE" SEE
t 0
DETAILS ON SHEET 6.
mo
CONSTRUCT PERVIOUS BACKFILL MATERIAL PER CALTRANS STANDARD PLAN BO -3,
BRIDGE DETAIL 3-1, SEE SHEET 6.
30
MODIFY BRIDGE APPROACH GUARD RAILING, TYPE 8, PER DETAIL SHOWN ON
SHEET 9. 1
ti
j
7' 9
& E G
Of CD
Of
END FENCE
SEE DETAILS
0zC)
ON SHEET 8
\ZO
2'
m
NATIVE SOIL
TYPICAL PAVING SECTION
l—)/2" A,R+Ly.
OVERLAY
5" A.C. PVMT.
6" CRUSHED
AGGREGATE
BASE
z
Cr
< A
j
�INT1.
Cr -
C)
4 Cg'1 2
u
N0 SCALE
E XI STIN S
ABUTMEN'
A
12"
CL
APPROX. LO>-
15",
CONT_
0
APPLY
JOINT 'ET -AIC -1 I
a
VARIES
#40 18" MAX. -BOTH WAYS
_J
11--#40112" MAX.
#6 4" 1 10'-2" @ 6" MAX. (TYP)
rl"�m Due 8 0110
11109��
0
24"__ '�
LAP #4@12"
MAX.
3 #6
#4 @ 36",--
J 0 1 N A L
SAW C11_JT ' I
DECK _112>,
1Y2
)/8 HARDBOARD
- - - - - - Ff
1 99
Y2 2 POLYS'71_YRENE
2-
W`_
L
E)OLYS 7'
31 Y'
V_ 5A
(TYP I
BUILDING
L
PAPER
# 6 @ 18
IN _�_)RILLED HOIL.E, V z
ON T.
'FILL HOLES WITH EPDXY C
AD"SIVE PRIOR -10
Hr F-__2" CLEAR
OF DOWELS.
DIAMETER A
lj�VIETER OF THE HOLE
PER THE EPDXY
P,fAINUEAC I U R E R'S
SPECIFICATIONS.
APPROACH SLAB _` � I — — ' _�
2" CLEAR (TYP)
UNLESS NOTED OTHEf
00
b r �j E_
� ul
APPROVED BY:
I A A L AA A I
ABIIJ I M LN T
CITY ENGINEER
A A A A A4
WALL
A a
A A A A
DESIGN
PLAN PREPARED BY:
RECOMMENDED
DRAWN
639 W. Broadway
SHEET
Glendale, CA 91204
TEL. 818 -240 -36W -FAX, 818-240-7991
6 OF20
CHECKED
R.C.E. NO 38893
DRAWING NO,
V.V.
Parton V. Vartanions
�., n3/i5,/in oce cvo 3/31/11
2272
nndn
W E EP
GIlbIl
HOLE
TYP
4.V
Ib aIlb�
A
E L E V A T.I.-ON A
NO SCALE
L"IER FABRIC
6" -TREATED
PERMEABLE BASE
PERVIOUS BACKFILL
MATERIAL PER
CALTRANS STANDARD
PLAN NO, BO -3,
BRIDGE DETAIL 3-1
DESCRIPTION OF REVISION I DATE ICITY IA
PROVE
civ I
APPROVED BY:
DATE:
CITY ENGINEER
RCE: 53672
MARK A. STELIER
DESIGN
PLAN PREPARED BY:
RECOMMENDED
DRAWN
639 W. Broadway
SHEET
Glendale, CA 91204
TEL. 818 -240 -36W -FAX, 818-240-7991
6 OF20
CHECKED
R.C.E. NO 38893
DRAWING NO,
V.V.
Parton V. Vartanions
�., n3/i5,/in oce cvo 3/31/11
2272
1. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING
FIELD DIMENSIONS AND PROVIDE SHOP DRAWINGS
BEFORE ORDERING OR FABRICATING ANY MATERIAL
2. ALL HARDWARE SHALL BE HOT -DIPPED GALVANIZED.
CHAIN LINK FABRIC—GAGE 9 WIRE
(GALVANIZED)
VARIES 3
. ...........
1 X2" (TYP)
ca i
ly2"
6
,Y2 DIA A-325 BOLT
4Y2" HIGH X Y2 THICK PLATE
STRUCTURAL TUBING
PER CALTRANS STANDARD
PLAN BII-52
Y4 IN (TYP)
AS REQUIRED
5/837 WEDGE ANCHOR
5)/,237 MIN. EMBEDMENT
TOP OF CONCRETE <
BARRIER
'--M- '77_
L
Ll Li
)/2
1�1��Mlll M
STRUCTURAL TUBING
PER CALTRANS STANDARD
PLAN Bll-52
CHAIN LINK FABRIC—GAGE 9 WIRE
(GALVANIZED)
Y4 (TYP' )
LEVEL WITH TOP OF
CONCRETE BARRIER
4Y23 HIGH X Y2"
THICK PLATE
Y2" THICK PLATE
Y2" DIA A-325 BOLT
4Y2 HIGH X Y2 THICK PLATE (TYP)
c"'d
CHAIN LINK FABRIC
(GALVANIZED)—
Y2"
GALVANIZED)Y2" THICK PLATE
4Y2 HIGH X Y2"
THICK PLATE (TYP)
rfftk"Ll�
Y2" DIA A-325 BOLT
L_ _ - - __j '1/. " TYP
- v
w
(TYP)
STRUCTURAL TUBING
PER CALTRANS STANDARD
PLAN BII-52
4Y2
HIGH X /l/2 THICK PLATE
Y4" DIA. DRILLED HOLE (TYP)
BOTTOM PLATE
Y4" (TYP)
STRUCTURAL TUBING
fr PER CALTRANS STANDARD
EXISTING PLAN B1l-52
THICK PLATE
Y2
412HIGH X Y2 THICK PLATE (TYP)
Y2 DIA A-325 BOLT I p
(TWO AT EACH PLATE)
)/2 DIA A-325 BOLT
TOP OF CONCRETE i I (TWO AT EACH PLATE)
BARRIER
4)/237 HIGH X Y2 THICK
-
PLATE (TYP) Y4 (TYP)
l4" DIA. DRILLED HOLE (TYP)
BOTTOM PLATE
a
38893
03-31-11
X
TOP OF CONCRETE <
BARRIER
'--M- '77_
L
Ll Li
)/2
1�1��Mlll M
STRUCTURAL TUBING
PER CALTRANS STANDARD
PLAN Bll-52
CHAIN LINK FABRIC—GAGE 9 WIRE
(GALVANIZED)
Y4 (TYP' )
LEVEL WITH TOP OF
CONCRETE BARRIER
4Y23 HIGH X Y2"
THICK PLATE
Y2" THICK PLATE
Y2" DIA A-325 BOLT
4Y2 HIGH X Y2 THICK PLATE (TYP)
c"'d
CHAIN LINK FABRIC
(GALVANIZED)—
Y2"
GALVANIZED)Y2" THICK PLATE
4Y2 HIGH X Y2"
THICK PLATE (TYP)
rfftk"Ll�
Y2" DIA A-325 BOLT
L_ _ - - __j '1/. " TYP
- v
w
(TYP)
STRUCTURAL TUBING
PER CALTRANS STANDARD
PLAN BII-52
4Y2
HIGH X /l/2 THICK PLATE
Y4" DIA. DRILLED HOLE (TYP)
BOTTOM PLATE
Y4" (TYP)
STRUCTURAL TUBING
fr PER CALTRANS STANDARD
EXISTING PLAN B1l-52
THICK PLATE
Y2
412HIGH X Y2 THICK PLATE (TYP)
Y2 DIA A-325 BOLT I p
(TWO AT EACH PLATE)
)/2 DIA A-325 BOLT
TOP OF CONCRETE i I (TWO AT EACH PLATE)
BARRIER
4)/237 HIGH X Y2 THICK
-
PLATE (TYP) Y4 (TYP)
l4" DIA. DRILLED HOLE (TYP)
BOTTOM PLATE
a
38893
03-31-11
mommolmmmo
m
I
m
BOTTOM OF CHAIN LINK FABRIC AT
TOP OF CONCRETE BARRIER LEVEL
SEE DETAIL A THIS SHEET FOR
CONNECTION TO CONCRETE BARR![
BRIDGE BARRIER--,
WARNING:
HIGH PRESSURE GAS\
F-ViQTINVG BRIDGE ��
WING WALL
-a" W "I
NO SCALE
f2" THICK PLATE (TOTAL 4) WITH
y4" FILET WELD ALL AROUND.
')EE ELEVATION A THIS SHEET FOR
WELDED PLATE LOCATIONS
/–STRUCTURAL TUBING
PER CALTRANS STANDARD
PLAN NO. B11-52
74T —(TYP) BOTH SIDES
Y4 gl PLATE (TYP)
Y4" {TYP) BOTH SIDES
Y4" (TYP) BOTH SIDES
BOTH SIDES
lf
_WA
'I a
113 DS Wl
NO SCALE
CHAIN LINK FABRIC ----\
(9 GAGE WIRE), FOR DETAILS
NOT SHOWN SEE CALTRANS
STD PLAN NO. B11-52
STRUCTURAL TUBING
PER CALTRANS STANDARD
A NO II
NU. B11-52
14"
)/4 X1 4"Xl 4 PLATE
WI TH 4 5/8 " �
WEDGE ANCHORS
1,_r"
2 11 MIN. EMBEDMENT
NO SCALE
Y4" N (TYP)
ALL STEEL TUBE
CONNECTIONS
CONCRETE POST
FOUNDATION
—STRUCTURAL TUBING PER CALTRANS STANDARD
PLAN NO. BII-52 (TYP). SEE CALTRANS STANDARD
PLAN NO. 1311-52, SECTIONS A -A, B -B, AND C -C
FOR DETAILS NOT SHOWN.
0
7 --WELDED PLATE
EO {TYP)
EQ
I-L-ITITLi
x
0 ALONG CONCRETE BAR
ELEVATION A
NO SCALE
/—TOP OF
CONCRETE
BARRIER
Lij LLJ
Z<
olm
_U
WARNING:
HIGH PRESSURE GAS Lt
INE
RIER
SEE DETAIL A THIS SHEET
FOR CONNECTION TO
CONCRETE BARRIER/WINC
WALL
I - 8
cr_
m
Lli
2
n�
u
z
0
f2" THICK PLATE (TOTAL 4) WITH
y4" FILET WELD ALL AROUND.
')EE ELEVATION A THIS SHEET FOR
WELDED PLATE LOCATIONS
/–STRUCTURAL TUBING
PER CALTRANS STANDARD
PLAN NO. B11-52
74T —(TYP) BOTH SIDES
Y4 gl PLATE (TYP)
Y4" {TYP) BOTH SIDES
Y4" (TYP) BOTH SIDES
BOTH SIDES
lf
_WA
'I a
113 DS Wl
NO SCALE
CHAIN LINK FABRIC ----\
(9 GAGE WIRE), FOR DETAILS
NOT SHOWN SEE CALTRANS
STD PLAN NO. B11-52
STRUCTURAL TUBING
PER CALTRANS STANDARD
A NO II
NU. B11-52
14"
)/4 X1 4"Xl 4 PLATE
WI TH 4 5/8 " �
WEDGE ANCHORS
1,_r"
2 11 MIN. EMBEDMENT
NO SCALE
Y4" N (TYP)
ALL STEEL TUBE
CONNECTIONS
CONCRETE POST
FOUNDATION
—STRUCTURAL TUBING PER CALTRANS STANDARD
PLAN NO. BII-52 (TYP). SEE CALTRANS STANDARD
PLAN NO. 1311-52, SECTIONS A -A, B -B, AND C -C
FOR DETAILS NOT SHOWN.
0
7 --WELDED PLATE
EO {TYP)
EQ
I-L-ITITLi
x
0 ALONG CONCRETE BAR
ELEVATION A
NO SCALE
/—TOP OF
CONCRETE
BARRIER
Lij LLJ
Z<
olm
_U
WARNING:
HIGH PRESSURE GAS Lt
INE
RIER
SEE DETAIL A THIS SHEET
FOR CONNECTION TO
CONCRETE BARRIER/WINC
WALL
I - 8
I
BRIDGE WINGWA' L
L2 1)
SIDEWALK
BELOW
SIDEWALK L ---VEL
PLACE SLOPE PROTECTION
COBBLESTONES PER CITY P
STANDARD PLAN NO. 542
- fl\c�q 30"/+
3C
REMOVE EXISTING 6q -
LOOSE D RT
-
PFNA(1\/F FYF�TlNlr RRIF)rn-
F App A( -H7
PLACE
TC -
BED
UNDERNEATH COBBLESTONES
r\ tTYP)
-00
PLAN
NO SCALE
IIII ljjlq��
I
I
DOTES:
1, THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD ELEVATIONS
AND DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.
2. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN.
C• THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AT
(800) 227-2600, TWO WORKING DAYS PRIOR TO START OF DIGGING.
R=oco'___ ---
CHERRY Z_ E Z.
C5
INDICATES EXISTING.
DIRECTION OF TRAFFIC.
LIMITS OF "CLEAN BRIDGE AND APPROACH SLAB" AND
"METHACRYLATE RESIN TREATMENT".
PROPOSED FULL DEPTH P.C.C. PAVEMENT
APPROACH SLAB.
EXISTING METAL
BEAM GUARD RAILING
NN
C>,lp PROTECT IN PLACE
p tic f 1
(DO
c
I
12_'
30.8' _
f EXISTING h.�ETAL
BEAD GUARD
-�
RAILING PROTECT
N PLACF
21
2-3.4'
21
4' AI ONO CENTF_RLINE
fi� 28
28
ti
(9
BEGIN /
Ln - P.C.C. 'WALK
r_' \
C_7
Lli
d - smH Z
CLI
I _
\ Q a
LK
12'
30'
16.25"
\� �4
C
Li
L
6
L
_ 20'
5'
NO SCALE
Z
0
-7
0
PROPOSED
APPROACH SLAB
OR A.C. PVMT.
BRIDGE CONCRETE
BARRIER
EXIS1. METAL
REAM GJARD RAIL
------._T_..._... ---
r I I I
� I I
> I I I
r I I I
I I I I
1 i I I
I
I I
! I
i I
I I
I I
I I
PLACE
4" THICK
A.C. PVP1T.
I
cK. � 15,t`.,.
Fx1ST
PAVING DETAIL
BELOW EXIST. GUARD RAIL
NO SCALE
LIMITS OF EXISTING RAILING REMOVAL
!MITS OF PROPOSED CHAIN LINK RAI!...ING
PLAN NO. B11—
_ 7 1 __ _ TI
Ll
REMOVE EXISTING RAILING POSTS AND HAND
RA_tNG — UTILIZE EXISTING POST HOLES TO RECEIVE
THE POSTS FOR THE NEW CHAIN .-INK RAILING,
DEEPEN POST POCKETS AS NECESSARY.
ELEVATION - RAILING INSTALLATION
SCALENO
r �4y
y * 7
♦ .r
i
...3889 r
REMOVE EXISTING IMPROVEMENTS THAT ARE IN CONFLICT WITH THE
PROPOSED WORK.
2
CONSTRUCT 5 INCHES OF ASPHALT CONCRETE PAVEMENT OVER 6 INCHES
OF CRUSHED AGGREGATE BASE.
15
ADJUST MANHOLE FRAME AND COVER AND SET TO FINISH GRADE.
1
REMOVE EXISTING TUBULAR RAILING AND INSTALL CHAIN LINK RAILING, TYPE 7,
PER CALTRANS STD. PLAN NO. 811-52 AND DETAIL SHOWN BELOW.
20
PANT TUBULAR METAL RAILING.
21 —
INSTALL JOINT SEAL PER DETAILS SHOWN ON SHEETS 4 AND 6. MINIMUM MOVEMENT
RATING (MR)= Y2". APPROXIMATE DEPTH OF CLEAN EXPANSION JOINT 12 INCHES.
23
CLEAN BRIDGE AND APPROACH SLAB AND APPLY METHACRYLATE RESIN
TREATMENT. PRIOR TO CLEAN BRIDGE DECK AND APPROACH SLABS,
REMOVE UNSOUND CONCRETE AND PATCH WITH RAPID SETTING
CONCRETE AT JOINT SEALS AND DECK.
24
CONSTRUCT APPROACH SLAB OVER 6" OF CEMENT TREATED BASE. SEE
DETAILS ON SHEET 11.
28
CONSTRUCT PERVIOUS BACKFILL MATERIAL PER CALTRANS STANDARD PLAN BO -3,
DETAIL 3--1. SEE ELEVATION "A" ON SHEET 11.
BRIDGE CONCRETE
BARRIER
EXIS1. METAL
REAM GJARD RAIL
------._T_..._... ---
r I I I
� I I
> I I I
r I I I
I I I I
1 i I I
I
I I
! I
i I
I I
I I
I I
PLACE
4" THICK
A.C. PVP1T.
I
cK. � 15,t`.,.
Fx1ST
PAVING DETAIL
BELOW EXIST. GUARD RAIL
NO SCALE
LIMITS OF EXISTING RAILING REMOVAL
!MITS OF PROPOSED CHAIN LINK RAI!...ING
PLAN NO. B11—
_ 7 1 __ _ TI
Ll
REMOVE EXISTING RAILING POSTS AND HAND
RA_tNG — UTILIZE EXISTING POST HOLES TO RECEIVE
THE POSTS FOR THE NEW CHAIN .-INK RAILING,
DEEPEN POST POCKETS AS NECESSARY.
ELEVATION - RAILING INSTALLATION
SCALENO
r �4y
y * 7
♦ .r
i
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# r,(& G,"
0 _ �j
14"
(TYP)
* SEE SECTION A -A FOR TOP REINFORCEMENT
JOINT SEA[ -
SAW Cu:—,
iyll
DECK
--jARDBOARD
-- ----- — — — — — —
112 /2;' POLYSTYRENE
3
/4
TYP)
BUILDING
8-
IN DRILED HOI-E. 2 #C
X y
WIJH EPO CONT.
FILL HOLES
I ADHESIVF PRIOR TO
iNSTALLATION OF DOWFLS. 1 -2" CLEAR
DIAME_IER OF THE HOLE
PER THE EPDXY
TH
['MUF A C I R ER` S
SPECI 1 (CATIONS,
(TYP)
EXISTING
ABU TME
12"
APPROX.
A,
CONT.,
----------------
1 NT
91,
!VI,4A A .
V A R I FS
#4@ 18" MAX. -BOTH WAYS
_j 24"
Ul
L--#4MAX.@12" MALAP #4@12'
MAX,
cI 3 #6/
#4 @ 36" 18"
#6 41 10'-2" @ 6" MAX. (TYP)
APPLY APPROACR SLAB
JOINT
SEAL
o"
6
FILTER FABRIC
BRIDGE
ABU Tk/,.EN T ILA L A
WALL 1_— 6" TREATED
A anon!
I
PERMEABLE BASE
aIIaII
PERVIOUS BACKFILL
I fa Ila n
A Az�
MATERIAL PER
's nIl°all -/.% II CALTRANS STANDARD
loan PLAN NO, BO -3,
Iln
WEEP BRIDGE DETAIL 13-1
HOLE
(TYP)
2" CLEAR (7yp
LINLES'S NOTES OTHERWISE
ELEVATION A
NO SCALE
VQoFESsj
V %1A
A
No. 38893 z
Exp. 03-31-11
pry 4K
c IV
TF OF CAA_xE
NOT ES:
1. THE CONTRACTOR SHALE VERIFY ALL CONTROLLING FIELD ELEVATIONS
AND DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.
2. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN,
U. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AT
(000) 227-2600, TWO WORKING DAYS PRIOR TO START OF DIGGING.
0
0
_ n
tj
ro
A -J- CpgY, l4.
o —
CD
Ill
APPROAC-1 `
SLAB
s
f
ti
SEE DETAIL
ON SHEET 13
f
0 SCALE
SEE DETAILS
ON SHEET 13
� R *14 N i�
APPRQACH
SL ,B
1
i
T
DWY.
f ,
EXISTING BRIDGE
DECK
ARROW ROUTE
`. TREE CE
APPLY JOINT SEAL
JOINT SEAL
NOT SHOWN
l�
CONSTRUCTION NOTES
13
INDICATES EXISTING.
METAL BEAM GUARD RAILING SYSTEM PER CALTRANS STANDARD PLANS.
SEE DETAIL
SHOWN ON SHEET 13,
15
REMOVE EXISTING IMPROVEMENTS THAT ARE IN
CONFLICT WITH THE
DIRECTION OF TRAFFIC.
ADJUST
PROPOSED WORK.
17
REMOVE
1
CONSTRUCT 5 INCHES OF ASPHALT CONCRETE
PAVEMENT OVER 6 INCHES
LIMITS OF "CLEAN BRIDGE AND APPROACH SLAB" AND
21 —
OF CRUSHED AGGREGATE BASE.
JOINT SEAL PER DETAILS SHOWN ON- SHEETS 4 AND 6, MINIMUM MOVEMENT
"METHACRYLATE RESIN TREATMENT".
RATING
CONSTRUCT 1-Yz" ASPHALT RUBBER HOT MIX
OVERLAY TO FINISH GRADE.
SEE DETAIL "A" ON THIS SHEET.
7
CONSTRUCT P.C.C. DRIVE APPROACH PER CITY
STANDARD PLAN NO. 101.
_
TYPE R-2, 8" THICK.
APPRQACH
SL ,B
1
i
T
DWY.
f ,
EXISTING BRIDGE
DECK
ARROW ROUTE
`. TREE CE
APPLY JOINT SEAL
JOINT SEAL
NOT SHOWN
l�
CONSTRUCT P.C.C. SIDEWALK PER CITY STANDARD PLAN NOS. 101 AND 103.
13
INSTALL
METAL BEAM GUARD RAILING SYSTEM PER CALTRANS STANDARD PLANS.
SEE DETAIL
SHOWN ON SHEET 13,
15
ADJUST
MANHOLE FRAME AND COVER AND SET TO FINISH GRADE.
16
ADJUST
GAS VALVE COVER TO FINISH GRADE.
17
REMOVE
AND RELAY INTERFERING PORTIONS OF EXISTING COBBLE STONE TO
ALLOW
FOR FORMING OF SIDEWALK/ DRIVEWAY APPROACH.
21 —
INSTALL
JOINT SEAL PER DETAILS SHOWN ON- SHEETS 4 AND 6, MINIMUM MOVEMENT
RATING
(MR)= Y2". APPROXIMATE DEPTH OF CLEAN EXPANSION JOINT 12 INCHES.
23 CLEAN BRIDGE AND APPROACH SLAB AND APPLY METHACRYLATE RESIN
TREATMENT. PRIOR TO CLEAN BRIDGE DECK AND APPROACH SLABS,
REMOVE UNSOUND CONCRETE AND PATCH WITH RAPID SETTING
CONCRETE AT JOINT SEALS AND DECK.
26 INSTALL JOINT SEAL (MODIFIED) PER DETAIL SHOWN ON THIS SHEET.
33 INSTALL CHAIN LINK FENCE PER CALTRANS STANDARD PLANS B1 1-7 AND RSP A85.
ren I I t i I IM nnr
EXISTING BRIDGE
DECK
SAWCUT SAWCUT i
Y44F . PY
__-----------3-------------�-___ _ j ---
1Y2F'(TYP)
L-----------------------JL ---------------
I
..
MODIFIED JOINT SEAL
DETAIL
NATIVE SOIL
TYPICAL
PAVING
DETAIL IVI
NO
1-Y2" A.R.H._M.
OVERLAY �f
5" A.G. PVMT.
6" CRUSHED
AGGREGATE
BASE
2
BRIDGE CCS C,RETE EXISTING Cl --AIN
BARRIER
LINK FENCE (TYP.)
— — — — — — — -----
--x =X x =x
EXISTING C A I N
FINK P OS,S(TYPO
L IMTS OF CHAIN LINK FENCIN
REMOVAL AND REALIGNMENT
EXISTING FENCE
I a W, all aalfj I
EXISTING) FENCE
TO RE4-
MAIN
'
EXISTING FENCE
2 � A/X\\ \Z >/-X �z Y- x BE REMOVED
4
TO
X > > > > >
, -,/ \/ \/ 'V V
\,/
> > > > > > >
Y
�x \> \> > > �x V V V
\ \\/ \,/ \/ T C
>1 �x �x
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�< �< V >1 �x x
/x
Y vv x �x x x
x x >< x
x x>( <
V \<> /X
K vYu-<, I I
/x /x x X X X >< Y\ X, < / 1
>
>�uuu /\,x x
x,
A A A, A XX
> >
A A
#4 6" 0,(
"I..-EARAN CE
TOP B0TTC)M
AT
I lowel 2 1 d a 0 am, m1d 1
#4(TYP,)
E9 0, C.
-7
CLEARANCE
TOP & BOTTOM
AT
#6. DOWELS :NTO EXISTING
tJ 'N'RET'- BARRIER, TOTA;
\./IlN, EMBEDMENT 8"
71-
4-4"
3299
-,)
#4' 1 YP
TYP,
CONCRETE P I L A S" I L-, R S E E
DETAIL A" ON THIIS SHEET
CHAM�-E-R AT TOP ALL
AROUND EDGES
X =X
S' EEVE
PIPE v
DRILLED HOLE
DROPOSSED END
--XlSTlN(-.' CHAIN
SEE 'CALTRANS STANDARD PLAN NOS.
A77A2, A77C1, A77B1 (TYPE A), AND
A//K1 /DETAl (-j(-j
EXIST NG FENCE
10 REI`vlA,N
Z- X -X z x -Z x
A
xxf
v,
-
<
V V
\> v X>
> > > v
> > >
>
> > >
>
</ x/
�x >
x �y
3O„
L
44"
8 x BLOCK
D POST
SEE CALTRANS
A
STANDARD PLAN NO.
A7713
PROPOSED CHAIN
LINK FENCE
DOWEL INTO
CONCRETE
NO SCALE
EXISTING
BARRIER
POST
-INK
2 99
JOIN
FENCE
UNIM -no am ft E-2i'Lirgul
NOTES:
REMOVE EXISTING IMPROVEMENTS THAT ARE IN CONFLICT WITH THE
I
THE CONTRACTOR
SHALL
VERIFY ALL CONTROLLING FIELD ELEVATIONS
OF CRUSHED AGGREGATE BASE.
AND DIMENSIONS
BEFORE
ORDERING OR FABRICATING ANY MATERIAL.
2.
ALL DIMENSIONS ARE IN
FEET UNLESS OTHERWISE SHOWN.
3,
THE CONTRACTOR
SHALL
CALL UNDERGROUND SERVICE ALERT (USA) AT
(800) 227-2600,
TWO WORKING
DAYS PRIOR TO START OF DIGGING.
28,5'
Q",
Q0 9,5�
CL
v
fy(6 7�
8
X:
W
4
28-7'
0
D
� R =[-d 4 61, 11"1
INDICATES EXISTING.
DIRECTION OF TRAFFIC.
LIMITS OF "CLEAN BRIDGE AND APPROACH SLAB" AND
METHACRYLATE RESIN TREATMENT
-/--7-
33.5'
X4
"D
0
LA
NO SCALE
31.3
`j
Y
LL
-z
0
10
0
25TH STREET
9' - — -
VM�H
LyIICB�
(2
CONSTRUCTION NOTES:
REMOVE EXISTING IMPROVEMENTS THAT ARE IN CONFLICT WITH THE
PROPOSED WORK.
CITYWIDE BRIDGE DECK MAINTENANCE
CONSTRUCT 5 INCHES OF ASPHALT CONCRETE PAVEMENT OVER 6 INCHES
z 4
OF CRUSHED AGGREGATE BASE.
BRIDGE NO. 54CO462
CONSTRUCT P.C.C. CURB AND GUTTER PER CITY STANDARD PLAN NO, 104,
C17Y ENGINEER RCE: 53672
W AS SHOWN ON PLANS.
(-7)--,
CONSTRUCT P.C.C. DRIVE APPROACH PER CITY STANDARD PLAN NO. 101.
RECOMMENDED
TYPE R-2, 8" THICK.
Auf bau.m..
639 W, Broadway
CONSTRUCT P.C.C. SIDEWALK PER CITY STANDARD PLAN NOS. 101 AND 103.
8" THICK BEHIND DRIVEWAYS.
23
< LLJ
TREATMENT. PRIOR TO CLEAN BRIDGE DECK AND APPROACH SLABS,
X!;
REMOVE UNSOUND CONCRETE AND PATCH WITH RAPID SETTING
2l
CONCRETE AT JOINT SEALS AND DECK.
CHECKED
Lij <
M
DRAWING NO.
FINISH GRADE.
(29
REPLACE EXISTING FIRE HYDRANT WITH FIRE HYDRANT ASSEMBLY PER CUCAMONGA
Li
x
C'1�
0
0
LL 0 CL
23)
--TL
10,
iy
I
IV
-/--7-
33.5'
X4
"D
0
LA
NO SCALE
31.3
`j
Y
LL
-z
0
10
0
25TH STREET
9' - — -
VM�H
LyIICB�
(2
CONSTRUCTION NOTES:
REMOVE EXISTING IMPROVEMENTS THAT ARE IN CONFLICT WITH THE
PROPOSED WORK.
CITYWIDE BRIDGE DECK MAINTENANCE
CONSTRUCT 5 INCHES OF ASPHALT CONCRETE PAVEMENT OVER 6 INCHES
25TH STREET BRIDGE
OF CRUSHED AGGREGATE BASE.
BRIDGE NO. 54CO462
CONSTRUCT P.C.C. CURB AND GUTTER PER CITY STANDARD PLAN NO, 104,
C17Y ENGINEER RCE: 53672
W AS SHOWN ON PLANS.
(-7)--,
CONSTRUCT P.C.C. DRIVE APPROACH PER CITY STANDARD PLAN NO. 101.
RECOMMENDED
TYPE R-2, 8" THICK.
Auf bau.m..
639 W, Broadway
CONSTRUCT P.C.C. SIDEWALK PER CITY STANDARD PLAN NOS. 101 AND 103.
8" THICK BEHIND DRIVEWAYS.
23
CLEAN BRIDGE AND APPROACH SLAB AND APPLY METHACRYLATE RESIN
TREATMENT. PRIOR TO CLEAN BRIDGE DECK AND APPROACH SLABS,
TEL, 818-240-3&55 FAk 818-240-7991
REMOVE UNSOUND CONCRETE AND PATCH WITH RAPID SETTING
CONCRETE AT JOINT SEALS AND DECK.
CHECKED
REPLACE WATER METER FRAME AND COVER AND ADJUST FRAME TO
DRAWING NO.
FINISH GRADE.
(29
REPLACE EXISTING FIRE HYDRANT WITH FIRE HYDRANT ASSEMBLY PER CUCAMONGA
VALLEY WATER DISTRICT STANDARD DRAWING NOS. 113 AND 115.
DESCRIPTION OF REVISION
CITY OF RANCHO CUCAMONGA
CITYWIDE BRIDGE DECK MAINTENANCE
PHASE 2 OF 3
25TH STREET BRIDGE
AT DEER CREEK CHANNEL
BRIDGE NO. 54CO462
APPROVED BY: DATE:
C17Y ENGINEER RCE: 53672
MARK A, STEUER
PLAN IIIIIIIII 1l 111 PREPARED BY:
RECOMMENDED
Auf bau.m..
639 W, Broadway
SHEEr
Glendale, CA 91204
G.S./S.Y.P.
TEL, 818-240-3&55 FAk 818-240-7991
20
14 OFiii
CHECKED
R.C,E. NO 38893
DRAWING NO.
V.V.
Varton V. Vortanions
DATE MG. EXPWiLili
2272
NOTES:
CONSTRUCTION NOTES:
1
THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD ELEVATIONS
(D --REMOVE
EXISTING IMPROVEMENTS THAT ARE IN CONFLICT WITH THE
9TH STREET BRIDGE
AND DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.
BRIDGE O'
PROPOSED WORK.
CITY ENGINEER RCE: 53672
MARK A. STEUER
DESIGN
CONSTRUCT 5 INCHES OF ASPHALT CONCRETE PAVEMENT OVER 6 INCHES
2.
ALL HARDWARE SHALL BE HOT -DIPPED GALVANIZED,
Auf bauc.,P.
OF CRUSHED AGGREGATE BASE.
1
ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN.
SHEET
CONSTRUCT P.C.C. CURB AND GUTTER PER CITY STANDARD PLAN NO. 104,
Glendale, CA 91204
W AS SHOWN ON PLANS.
4.
THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AT
CHECKED
DRAWING NO.
V.V.
(800) 227-2600, TWO WORKING DAYS PRIOR TO START OF DIGGING,
2272
CONSTRUCT P.C.C. DRIVE APPROACH PER CITY STANDARD PLAN NO. 101.,
TYPE R-2, 8" THICK.
5.
RELOCATE INTERFERING PORTIONS OF THE IRRIGATION SYSTEM WITHIN
THE PROJECT LIMITS,
CONSTRUCT P.C.C. SIDEWALK PER CITY STANDARD PLAN NOS, 101 AND 103.
11
CONSTRUCT ASPHALT CONCRETE CURB PER CITY STANDARD PLAN NO. 104.
LEGEND12
CONSTRUCT 4 INCHES ASPHALT CONCRETE PAVEMENT, OVER 6" OF COMPACTED DIRT.
13
INSTALL METAL BEAM GUARD RAILING SYSTEM PER CALTRANS STANDARD PLANS
NOTED ON PLAN SHEET.
INDICATES EXISTING.
19
REMOVE EXISTING TUBULAR RAILING AND INSTALL CHAIN LINK RAILING, TYPE 7,
PER CALTRANS STD. PLAN NO. B1 1-52 AND DETAIL SHOWN BELOW,
1111110 DIRECTION OF TRAFFIC.
21
INSTALL JOINT SEAL PER DETAILS SHOWN ON SHEETS 4 AND 6. MINIMUM MOVEMENT
LIMITS OF "CLEAN BRIDGE AND APPROACH SLAB AND
RATING (MR)= Y2". APPROXIMATE DEPTH OF CLEAN EXPANSION JOINT 12 INCHES.
"METHACRYLATE RESIN TREATMENT".
23
CLEAN BRIDGE AND APPROACH SLAB AND APPLY METHACRYLATE RESIN
TREATMENT. PRIOR TO CLEAN BRIDGE DECK AND APPROACH SLABS, REMOVE
UNSOUND CONCRETE AND PATCH WITH RAPID SETTING CONCRETE AT JOINT
SEALS AND DECK.
PER CALTRANS SID. PLAN
NOS. A771<1 (DETAIL
REMOVE METAL BEAM AND A77/L1
GUARD RAILING SYSTEK47,
12` 40' APPROX.
EXIST. BARRIER WIT
-A EX. CONCRETE \ DE
A' CLEAR TO 71/
FACE OF THE
GUARD PAIL
\,2 2
---------------
PARTIAL 4
— — — —
DWY.— — — — — —
REMOVE METAL BEAM
GUARD RAILING SYSTEM
10
20'
m
D2
L
P�RAILING 00
2-17)
2.42
21
PER CALTRANS STD. P AN
NOS. A7K1 (DETAIL CC)
AND A7'7Ll
50' APPROX, 61__,�\
REMOVE METAL BEAM
GUARD RAILING SYSTEM
7�
If2r 3 35
Z_
") 0
EX. CONCRETE\DECK �H-
EXIST BARRIER' W11H RAILING
m
3/
p
0 12,U
6 d
00 j "o
3
Sc -F DETAIL "A':
ON THIS SHEET CD -
\ 0
,0
tCS
NO SCALE
STNSTREET
-- - - - - - - - - - - --
25'
- - - - - - - - - - - - -- -- -
REMOVE METAL BEAM
GUARD RAILING SYSTEM
I . i
- AN 'I
40' APPROx� — PER CALTRANS STD. PLA
NOS. A77KI (DETAIL 00)
AND A771_1
Eftm
hiJ BLOCK
Sx6 ROB
ONLY
STANDARD :%, WRAP
END PIECE
SEE DET4:_ "B" ON THIS
SHEET FOR EXTENSION
OF Cllk\ LINK RAILNO
TO THE END 01
CONCRETE BARRIER
CHAIN LINK FABRIC GAGE
9 WIRE (GALVANIZED)
LIMITS OF 'EXISTING RAIL-ING REMOVAL
LIMITS OF PROPOSED CHAIN LINK RAILING
PERFCA77—ANS STD. PLAN NO. 1311-52
I—T
BR'DGE CONCRETE
EiARRIER
E
REMOVE EXISTING RAILING POSTS AND HAND
n
0
1
Y4"
2,.
6
A
If
\ \.EX-I,,S,TING CONCRETE
1000 POST BRIDGE BARRIER
8x8 BLOCK
-2" LONG)
SEE CALTRANS Q7ANDARD PLAN NOS.
A77A1 STANDARD MBGR, R=20'
A 77E31 END CAP)
A77C1 (POSTS AND BLOCKS)
A77H1 END ANCHOR ASSEMBLY (SFI)
A77K1 'DETAIL GG)
DETAIL "A"
NO SCALE
RAILING — UTILIZE EXISTING POST HOLES 10 RECEIVE
THE POSTS FOR THE NEW CHAIN LINK RAU!NG,
DEEPEN POST POCKETS AS. NECESSARY.
ELEVATION - RAILING INSTALLATION
NO SCALE
STRUCTURAL TUBING
PER CALTRANS STANDARD
PLAN NO. B11-52
(TYP)
Y2." THICK
PLATE
5/8" WEDGE ANCHOR
DETAIL
NO SCALE
Y2 11 THICK
PLATE
SEE DETAIL "B" ON THIS
SHEET FOR EXTENSION
OF CHAIN LINK RAILNC
TO THE END OF
CONCRETE BARRIER
CHAIN LINK FABRIC GAGE
9 WIRE (GALVANIZED)
STRUCTURAL TUBING
PER CALTRANS STANDARD
PLAN NO. B11-52
% WEDGE ANCHOR
CITY OF RANCHO CUCAMONGA
CITYWIDE BRIDGE DECK MAINTENANCE
PHASE 2 OF 3
9TH STREET BRIDGE
AT CUCAMONGA CREEK CHANNEL
BRIDGE O'
APPROVED BY: D.
CITY ENGINEER RCE: 53672
MARK A. STEUER
DESIGN
PLAIN PREPARED BY.
M.B./V.V.
Auf bauc.,P.
639 W. Broadway
SHEET
DRAWN
Glendale, CA 91204
G.S./S.Y,P.
!i TEL 818-240-36M FAk 818-240-7991
i 4�04�i_R,C.E. No 38893
15 20
OF
CHECKED
DRAWING NO.
V.V.
Varton V. Vartanions
DATE 03112ZIO. REG. EXP. 4441411
2272
.........................
NOTES:
1. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD ELEVATIONS
AND DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL,
2. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN.
S- THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AT
(800). 227-2600, TWO WORDING DAYS PRIOR TO START OF DIGGING.
c>r 1
W
Ln
of/�
— — — n I —T
L
cp f
L'Z
CLa
"'i I ( 8
wry
I� -6" �3
32'
l�
I
4
-� -
TOP :OE „ X„ -
_.__�-
ANGLE POINT
4
- _ _ _ — —�— —
w
,n —
�I0 1�1
w �!
Ln
¢I
27.25'
EXIST. METAL BEAM
GUARD RAILING
PROTECT IN PLACE w
J
Li
I
I iJ
3 )�
*14
INDICATES EXISTING.
DIRECTION OF TRAFFIC.
LIMITS OF "CLEAN BRIDGE AND APPROACH SLAB" AND
"METHACRYLATE RESIN TREATMENT",
1
0
zm
cn
W
<r
< SwF— -
U m 6
w �Li
CL J
cn<
CDx -a
CL L—L
21,8'u
V (_
U z
X81 0,x w
z
. a
LLJ
wm
—
C8 - — _ _ _ — _ _ _ .—
CL 3
�C4) �> CIO \l, Zil A Ln
024TH STREET
33.1'
,n
21.2'
J.2
r4a SSMH
`V 11
GUTTER w
I RANSI'TION
LA
CD
x
STREET
�j
LTJ
BRIDGE
BIW
CREEK
w
!<
LJ LJ1z
2
P
O
I I
I
I
21.2'
J.2
r4a SSMH
`V 11
GUTTER w
I RANSI'TION
LA
CD
x
STREET
BRIDGE
AT DEER
CREEK
CHANNEL
I I
24TH
STREET
BRIDGE
AT DEER
CREEK
CHANNEL
NO SCALE
1 REMOVE EXISTING IMPROVEMENTS THAT ARE IN CONFLICT WITH THE
PROPOSED WORK.
2 — CONSTRUCT 5 INCHES OF ASPHALT CONCRETE PAVEMENT OVER 6 INCHES
OF CRUSHED AGGREGATE BASE.
CONSTRUCT P.C.C. CURB AND GUTTER PER CITY STANDARD PLAN NO. 104,
W AS SHOWN ON PLANS.
7 CONSTRUCT P.C,C. DRIVE APPROACH PER CITY STANDARD PLAN NO. 101.
TYPE R-2, 8" THICK.
CONSTRUCT P.C.C. SIDEWALK PER CITY STANDARD PLAN NOS. 101 AND 103.
8" THICK BEHIND DRIVEWAYS.
10 CONSTRUCT LOCAL DEPRESSION, CASE E, K=5 FEET, G=2 FEET,
PER CITY STANDARD PLAN NO. 307,
23 CLEAN BRIDGE AND APPROACH SLAB AND APPLY METHACRYLATE RESIN
TREATMENT. PRIOR TO CLEAN BRIDGE DECK AND APPROACH SLABS
REMOVE UNSOUND CONCRETE AND PATCH WITH RAPID SETTING
CONCRETE AT JOINT SEALS AND DECK.
25 ADJUST WATER METER TO FINISH GRADE.
NOTES.,
1. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD ELEVATIONS
AND DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.
2. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN.
3- THE CONTRACTOR
SHALL CALL UNDERGROUND
SERVICE
ALERT (USA) AT
(800) 227-2600,
TWO WORKING DAYS PRIOR
TO START
OF DIGGING.
Li
-T F7 'Lnj
L0
r) r)�t
Lj
,33
u
0
6.7'1
I
1 0
28,8'
INDICATES EXISTING
DIRECTION OF TRAFFIC. CONSTRUCTION NOTES
LIMITS OF "CLEAN BRIDGE AND APPROACH SLAB" AND
REMOVE EXISTING IMPROVEMENTS THAT ARE IN CONFLICT WITH THE
"METHACRYLATE RESIN TREATMENT PROPOSED WORK.
CONSTRUCT 5 INCHES OF ASPHALT CONCRETE PAVEMENT OVER 6 INCHES
OF CRUSHED AGGREGATE BASE.
EXIST. METAL BEAN!
GUARD RAILING
PROTEC T IN PLACE
J 26TH STREET
i — — — —
Ln
LAJ
s
BUSINTRAMI
�l
CONSTRUCT P.C.C. CURB AND GUTTERPER CITY STANDARD PLAN NO. 104,
W AS SHOWN ON PLANS.
(�8- CONSTRUCT P.C.C. SIDEWALK PER CITY STANDARD PLAN NOS. 101 AND 103.
22 PROTECT EXISTING METAL BEAM GUARD RAILING IN PLACE, INSTALL MISSING BLOCK
AND ANCHOR CABLE. SEE CALTRANS STANDARD PLAN NOS. A77CI AND A77HI.
CLEAN BRIDGE AND APPROACH SLAB AND APPLY METHACRYLATE RESIN
TREATMENT. PRIOR TO CLEAN BRIDGE DECK AND APPROACH SLABS,
REMOVE UNSOUND CONCRETE AND PATCH WITH RAPID SETTING
CONCRETE AT JOINT SEALS AND DECK.
DESCRIPTION OF REVISION
CITY OF RANCHO CUCAMONGA
CITYWIDE BRIDGE DECK MAINTENANCE
PHASE 2 OF 3
26TH STREEr BRIDGE
AT DEER CREEK CHANNEL
BRIDGE NO. 54CO463
APPROVED BY: D. —
CITY ENGINEER
RCE: 53672_
MAM< A, STEUER
DESIGN
PLAN MEPMED BY.
639 W. Broadway
DRAWN
Glendale, CA 91204
III SHEET
G.S./S.Y.P.
TEL818-240-3655 FAX. 818-240-7991
17 OF 20
III, IIII
CHEC KED
R.C,E. NO 38893
DRAWING NO.
V.V.
Vartan V. Vbrlcn�ons
DATE REG. EXP, 3 31 11.!
2272
1. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD ELEVATIONS
00
AND DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. ---------
2. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN.
(E) CONCRETE WALL
3. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AT (E) 4"X10"(TYP)
(E) 6"X6"
11 AND CORBEL(TYP)
() 4"
(800) 227-2600, TWO WORKING DAYS PRIOR TO START OF DIGGING. POST(TYP) PLEANKXlO DECK 6*'X12"(TYP)
(E) CX12"(TYP)
(E) 6"X6"
POST(TYP)
/ZZz Zy. Z/Z. z
— -- — -- 14.
7-1 1 -T
LLJ (E) 4"X10"
PLANK DECK
(D m OR
u
0 <
moo
xww
(E) 87/2"XI 5"GLB(TYP)
(E) 63/4"X15" El
GLB(TYP)
-z; -Z-
zzZZ/ZZZ/Z Z1,ZA
10
I 7
,-4X BLOCKING PER EARLIER
RETROFIT PROJECT
1--(E) CONCRETE WALL
AND CORBEL(TYP)
co
*SEE DETAIL ON SHEET 20
80B
NO SCALE
1'-6" 1 1 6'-4" - I I .1>_6„
PLAN VlEWmBRllDGE*
NO SCALE
momaw.' La
-EXISTING FENCING /—EXISTING EXTERIOR
NOT SHOWN FOR f POST (TYP)
CLARITY PURPOSES
101 1 10, t j 0 EXISTING
C. B.
0 101 1
10,
...... ...... —v L L I ...............
BRIDGE
EXTERIOR BEAM
CHANNEL
SIDE WALL (TYP)
ELEVATION-BRIDGEA
X261WISMA 111111 m
EXISTING EXTERIOR
POST (TYP)
- EXISTING FENCNC /--EXISTING EXTERIOR
NOT SHOWN FOR POST (TYP)
CLARITY PURPOSES
----------------------------- — --- -
101 1 0 1 1 0 EXISTING
G.L.B.
101 101 1
101
BRIDGE
EXTERIOR BEAM I---�_CHANNEL
SIDE WALL (TYP)
ELEVATION - B RlDq�E*
NO SCALE
Al
c
0 c 101 01
1 1 10
101
101 0' 1 �0 I
------ ----
BRIDGE
EXTERIOR BEAM
~--CHANNEL
SIDE WALL (TYP)
SEE DETAIL ON SHEET 20
ELEVATION -BRIDGE A
7,10610re"NA 11110
�OFESS/o
No. 38893
0 zm
L'i
W Exp, 03-31-11
cjvll-
DESCRIPTION OF REVIS 10 N
CfrY OF RANCHO CUCAMONGA
CITYWIDE BRIDGE DECK MAINTENANCE
PHASE 2 OF 3
VEHICULAR BRIDGES AT DENIENS CREEK
SIDE CHANNEL TO DEMENS CREEK
APPROVED BY:DATE:
CITY ENGINEER RCE: 53672
MARK A. STEUER
PLAN PREPARED BY: II
RECOMMENDED
II
Auf bau.,P.
639 W. BroadwayIII
iii
Glendale, CA 91204
TEL 818-240-3655 FAX, 818-240_7991
R.C.E. NO 38893
CHECKED
DRAWING NO.
V.V.
Varton V, Vortanions
DATE 03Z12410 REG. EXP.2411�,_lll
2272
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