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VAR/[S Vll RIES
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fC0 R/W 4,-0" deco R/W CFENCE IS HANNEL
� � • CHANNEL �yANDE BRIDGE
c[CAL ABOUT)
D fJUBLE OR/VE GATES
Z z t 4-Idt /6- 0" CLEAR OPENING S1-3 ' 3 PANELS
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3 2 X 9-0 GATE POSTS
EQUESTRIAN ES1 1 I I I 1 STD 8"X 4'• 2 2 X 7 /0 POSTS
MT.
PLAN I ( ( I ( ( I RAILROAD TIES
StT I M/N P/P£ RA'_3
I
• I 1 I ( I + /NTO GROUND ON EACH
(4 D OF EACH 5'1 PANEL ON SIDFA 3RICE OF POSFABRIC TS
I I 1 I 1 CND Of BRIDGE)
AV NEAREST 9RIDGE
L_J J _ L_.J
SEC TION Z Z I I
VEH/CL E BARR/ER DE TA IL
NO SCALE _' II: RAIL AND TRUSS PANELS e I I /B`LONG L/GHTWE/6H7
METAL INSERTS (THP•)
I FOR DETAILS NOT SHOWN SEE
2 12"x 9=0"END POST /N SB.CFCD. STANDARD PLAT. SPI5/C
LINE WITH EXIST/NG FENCE.
i
I CUT EX/ST/NG FABRIC AS
/ NESSESARK AND ATTACH TO
END POST WITH TENSION BAR. ELEVA TION OF FENCE AND GATE
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NO SCALE
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CN BRIDGE /0'MAX. O.C.
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TENS/ON BARS FABR/C TO
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X 6 EVE-BOLTS
WITH NUT AND WASHER
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5� SCALE
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GENERAL NOTES
F 2
1. SEE SPECIAL PROVISIONS FOR ADDITIONAL CONSTRUCTION INFORMATION, DETAILS AND TRAFFIC
GES' CONTROL ./Z
X55 0 2 2. IN GENERAL , ALL CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO PART
C,o / G 2 l; PART 3 OF THE STANDAR P - \
D SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION UNLESS OTHER
o 7 WISE SPECIFIED.
°\,` � \% ` /9TH T
3. PROTECT ALL UTILITIES, AND EXISTING IMPROVEMENTS IN PLACE UNLESS OTHERWISE DIRECTED BY ,
f 5vo
P t / THE ENGINEER OR NOTED ON THESE PLANS.
\5 •/ / 4. ALL ,STRUCTURES SHALL BE OF 560-8-3250 CONCRETE, UNLESS OTHERWISE SPECIFIED.
/ A / 5. EMBEDMENT CLEARANCE IS TO OUTSIDE OF MAIN REINFORCEMENT AND UNLESS OTHERWISE NOTED
SHALL BE 2 " WHERE CONCRETE IS POURED AGAINST FORMS AND 3 " WHERE CONCRETE IS POURED PROJECT LOCATION MAP
0� � 6 AGAINST EARTH,
/ NO SCALE
_ 6. THE CLEARANCE BETWEEN FACE OF CONCRETE AND REINFORCING STEEL SHALL BE MEASURED FROM THE
FACE OF THE CONCRETE TO THE NEAREST OUTSIDE EDGE OF THE REINFORCING STEEL CLEARANCE
CONSTRUCTION NOTES / G / TOLERANCE SHALL NOT BE GREATER THAN 1/4 ".
\ y
0
- G' P A ALL STEEL EXPOSED TO THE ATOMOSPHERE SHALL BE COMPLETELY GALVANIZED IN CONFORMANCE WITH
SECTION 210-3 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
1 CONSTRUCT 7 • X 281+ REINFORCED CONCRETE BRIDGE ON EXISTING 5
\,0
CHANNEL WAILS. / \5� * \�� 8. WHERE CHANNEL SAFETY FEmrE IS REMOVED, TEMPORARY FENCES OR OCHER MEANS SHALL BE PROVIDED
\ati TO EXCLUDE THE PUBLIC FROM fill WORK AREA . # 1
2 INSTALL 6 • HIGH CHAIN LINK FENCE (561+) G�ac� DESCRIPTION OF REVISION DATE APPR.
3 INSTALL 6 ' HIGH CHAIN LINK FENCE WITH 16 • DOUBLE DRIVE
GATES AND CONNECT WITH EXISTING R/W FENCES. SEE a CITY OF RANCHO CUCAMONGA
ELEVATION ON THIS SHEET (1681;)
4 OMIT R/W AND CHANNEL SAFETY FENCE. CONNECT CHANNEL SAFETY GENERAL PLAN AND DETAILS
FENCE TO BRIDGE PER DETAIL ON THIS SHEET.
2 DEMENS CHANNEL CROSSING
5 PLACE COMPACTED BACKFILL BETWEEN CLOSURE WALLS, CONFORM TO
ELEVATIONS OF ADJACENT BRIDGE DECK AND ADJACENT ROAD SURFACE. V/C/N/ TY JASPER AVENUE
END OF FENCE AS
6 INSTALL VEHICLE BARRIER PER DETAIL ON THIS SHEET. (2 ea . ) SHOWN ON COFE PLANS
APPROVED BYDATE
CITY ENGINES - �Kd R.C.E. 23889
GENERAL PLAN DESIGN RECOMMENDED
ASSOCIATED ENGINEERS
�0, SUITE 15 ASSOC. ENG. 185 WEST HOSPITALITY LANE CITY item
/5- DRAWN SHEET.
EQUEJTR/AN ESMT SAN BERNARDINO CA. 92408
ASSOC. ENG. (7 ) 889- 0491 OF 2
CHECKED (�. All 7/g/e, DRAWING NO.
CITY t7 ICE. 10827 DA 73
10-/20
CLOSURE WALL 20
TYPICAL EACH 9�
CORNER OF BRIDGE 5�%,, CHA
SEE DETAIL THIS
SHEET SYME TRIC AL
oABOUT CHANNEL
CHANNEL WALL 4 CHANNEL WALL9_0'
DINSERT FOR POST INSERT FOR POST
I ( '4 AT /6" a C.X
CURB
(SEE SECT/ON DD)
If—'4 AT /8"O.C. BOTH WAYS
T T-/'- 2" ro •
,3- 6 BARS /N T=/'- l' I B �; \
Q ,i BRIDGE °p `' •A 1
d O
EX/S7 WALL I DECK SLAB a y • • —T�' • • • .�,• l
(BY OTHERS) I I . a <
TYP. BOTH WALLS I _ _ L.—
•
� C
CIO
/7-7X
` T=/�_ 0" I - (SEE SECT/ON DD) TING
^� '^ EX/S
CHANNEL-�
I WALL
T=I, / • I
I I 1"PVC PIPE
VERT/CAL SCUPPERS J. I` I SEE FENCE CONNECTION
0 NWA SW CORNERS �G� D I I DETAIL ON SHEET /
I I NOTE' CHANNEL WALLS
SLOPE 0.0075 IN �� v
DIRECTION OF FLOW
Fo�\ SECT/ON A A
�9 NO SCALE
F
BRIDGE PLAN
AAO SCALE
SYMETR/CAL ABOUT
CHANNEL E
CURB (SEE SECTION BB)
'4 AT /8•' O.C. BOTH WAYS
2"CLEAR (TYP)
v s
SEE SHEET / FOR i—�-- *�--- •'
FENCE DETAILS �`r-'• • • • • • -r' o /
CHANNEL £ 3,41 CAUSER AT _ d
�► CHANNEL /7 -07 X
CLOSURE WALL (TYP) (SEE SECTION OD) A
EX/ST. CHANNEL
WALL I
CURB DECK SURFACE ' 4 AT /6' O.C. X lir — I
SEE SECTION DD) I I
-- ------ --- --- - - --- --- - ---- --- --- - -- -- -- I j
/0"AT TOP
Lo
26=0"
I SECriON 88
I I I NO SCALE
3I I
EX/ST/NG
VERTICAL WALL
I I FACE l
� I
I I �
\ � I
I
I I
L-.�---_--•---- ._._..—.�---�- -_.-- -- ---- -- -J PROVIDE 2"S• SLEEVES
AND CENTER OVER '6 3ARS
AT ONE END OF BRIDGE.
FILL SLEEVES WITH
Tr'PE "D`_'0/n,r SEALANT
a AFTER BRIDGE DECK
CONCRETE HAS SET,
POUR CONCRETE AROUND
I - 3ARS AT OPPOSITE END.
*6X6=0' ill Q
ELEVATION AND CHANNEL SECT/ON . .
I:
• NO SCALE 11 3- 6 EMBEDDED /N WALLS
TYP/CAL MA/IJ STEEL (BY OTHERS)
PLACE PREFORMED I
FABRIC PAD I/ THICK
EXIST. CHANNEL I
WALL I
1
7_0
8' CURB SECT/ON CC
NO SCALE
A
TYP/CAL BOTH ENDS OF BRIDGE, EXCEP F AS NO TED
'4 AT/8"QC. BOTH WAYS
ROUGHENED CONST,Jf 72" CL-E-AR(ryp) JOINT (OP770NAL)
T--�T'• 'T'Ti�
17-*7 X Q *4 AT /6y O.C. X M1
27' 4" 6•-8"
DECK SLAB EVENLY SPACED
SLAB THICKNESS(T)
VARIES SEE BRIDGE /0 REVISED PER C OF E RECOMENDATIONS OCT.I, 8/ J.E.K..
PLAN
SECT/ON DD 2'-0" PRE-MOLDED EXPANSION DESCRIPTION OR REVISION DATE APPR.
NO SCALE 8" JO/NT MATERIAL
E' 8 VAR/ES
6 X BRIDGE
,
FINISHED RAMP SURFACE CITY OF RANCHO CUCAMONGA
BRIDGE DETAILS
a1 p 3 -4 AT9"'O.C.X2
o: ;p )'6"
-. DEMENS CHANNEL CROSSING
4 AT/611
O.C. Q
EX/STING V/C/N/rY JASPER AVENUE
CHANNEL
1
E-41
/ I WALL
CONFORM TO WALL f
BATTER APPROVED BY DATE ?
I
CITY ENGINE R.C.E. 23884
DESIGN RECOMMENDED
ELEVATION Ass cgkT6 ENGINEERS
NO SCALE A55OC. ENG. 165 WEST HOSPITALITY LAKE CITY
SUITE 15
DETA/L D CLOSURE WALL DETAILS SECT/ON EE DRAWN SHEET.
S N BERNARDIN4 CA:92405 -
NO SCALE TYPICAL - ALL FOUR CORNERS OF THE BRIDGE NO SCALE ASSOC. ENG. C7 ) 889-049 Z OF
CHECKED L T DRAWING NO:
CITY RCE. 10621 DATE 3 - o