HomeMy WebLinkAbout1-201-380
SAN BERNARDINO COUNTY
FLOOD CONTROL DISTRICT
PLANS FOR CONSTRUCTION ON
WEST CUCAMONGA CHANNEL
FENCIN.G'AND INVERT REPAIR
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INDEX OF SHEETS
TITLE SHEET
DRWG. I GENERAL PLAN
DRWG. 2 ENLARGED PLANS a
TYPICAL SECTIONS
DRWG. 3 PROFILE, SECTION a DETAILS
SPECIAL CHAIN LINK
DRWG. I FENCE DETAIL
SHEET I of 5
STA. 56+00 ^- END CONCRETE BLOCK
WALL WITH 4' HIGH CHAIN LINK FENCE
AND A.C. PAVED LEVEE ACCESS ROAD
EXISTING HDRSEBARN FENCE
(PROTECT IN PLACE)
x
9 --
_
�,• � '' Marx'°'' .a. �;:.r`.�--' —�- ��
FC D R/W / x
—� —
k
o—
(t EXISTING CHANNEL Q'
R CU RVE DATA oa
FCD A : 68 23' 14H +
R = 615 in
T = 417.85'
L = 73 4.OS /
cn
FC D P/ W
-
_Z
J
�S
V
_
Q
8
d
"7777 —
w
Z
"J
V
O
M
rfI
FC D R/W
EXISTING HORSEBARN FENCE
(PROTECT IN PLACE)
H
a
PLACE 0.25A.C. PAVED ACCESS ROAD
BETWEEN STA, 45+00 AND STA. 56 +00
(SEE DETAILS ON DRWG. 3 AND TYPICAL
CHANNEL SECTION ON TTHIS DRWG.)
Z
CONSTRUCT 1190 L.F- OF CONCRETE BLOCK
WALL WITH 4 HIGH CHAIN LINK FENCE
AETWEEN/ STA. 45+00 AND STA. 56+00
EE DETAILS ON DRWG. -1 AND TYPICAL
CHANNEL SECTION ON THIS DRWG.)
w
W�
F-.
cn nJ
\ UN
�o of
U
h- ¢ 00 ~
tLl Sop w
I- vi
r
EXISTING 8'WATER LINE (PROTECT IN PLACE)
EXISTING HDRSEBARN FENCE
(PROTECT IN PLACE)
v-
_ X.. _. X_ Y x x x X —= FC D R/W Li
< .. .r-: ... �_ -a ,,.� .. ram' • � a;.� Y � _..J .w fiP.. 'Vr::�•'K:,x .. i., a- - K... !r. 3°., ... .. eu4a..1..-
b'f EAST LEVEE ACCESS ROAD - _
TOP A T LEVEE ACCES _ F E S t�OA
. _ y � .tea . ,v
ia�ad"h`tt-1�. .+��c.eiF „- t�R:- . .at ,,,., a .. ,. -u n-. R-BVirw`rC^a�14'P,"'hiEr-�-..... r.. s.+.. . Asa e. ., .31° : ... -. .. .,. ,-.. - .,t ..k. .d'
T - e
—rm
+ + ' EXISTING CHANNEL + + + fI +
4- t
N O S 7 28- E
Ln
TOP OF WEST LEVEE ACCESS ROADp= ELEVEE ACCESS ROAD
FC D RIW
--- EX I ST I NG BIKE PATH
7rrr �— TO P �-
EXISTING CONCRETE TRAPEZOIDAL EXISTING 4" GAS LINE
CHANNEL (PROTECT IN PLACE) 8-6 DEEP AT EAST F,C.D. RIW
(PROTECT IN PLACE)
PLACE 0.25' A.C. PAVED ACCESS ROAD
BETWEEN STA. 33+00 AND STA. 45+00
(SEE DETAILS ON DRWG.3 AND TYPICAL
CHANNEL SECTION ON THIS DRWG.)
CONSTRUCT I200 L.F. OF CONCRETE BLOCK WALL -
WITH 4'HIGH CHAIN LINK FENCE BETWEEN STA.
.33+00 AND STA. 4S-00 (SEE DETAILS ON DRWG.
3 AND TYPICAL CHANNEL SECTION ON THIS DRWG.)
all 1:1
- r -
,+fix ',:L'.+r4�,.. .1:::.�--.�bv
•
EXISTING CHANNEL +
g —�N O° 5 7' 28` E —
�-
-EXISTING TOP OF WEST LEVEE ACCESS ROAD
EXISTING CONCRETE TRAPEZOIDAL
CHANNEL (PROTECT IN PLACE)
PLACE D.25' A.C. PAVED ACCESS CONSTRUCT IDSO L.F. OF 4'CONCRETE
EXISTING HORSEBARN FENCE ROAD BETWEEN STA. 22+50.22- AND STA. BLOCK WALL WITH 4' HIGH CHAIN LINK FENCE
(PROTECT IN PLACE) 33+00 (SEE DETAILS DM DRWG. 3 AND BETWEEN STA. 22+50. 22 AND STA.
TYPICAL CHANNEL SECTION ON THIS DRWG.) 33+00 SEE DETAILS ON DRWG.
a- AND TYPICAL CHANNEL SECTION ON
r X FC D R/W�rx x _ z THIS DRWG .)
7 _ --
FCD R W
(WEST)
37�
i w _1 1
i
rlot
TOP 0 ST LEVEE ACCE S ROAD
e• _
EXISTING CHANNEL +
57' 2B` E --_
EXISTING TOP OF WEST LEVEE ACCESS ROAD "'T
FCD R/W T
EXISTING CONCRETE TRAPEZOIDAL
LINED CHANNEL (PROTECT IN
PLACE)
39/
FGD R/W
(EAST)
PLAN -
I it = 4 01
3 33' 3
w
w "'
EXISTING HDRSEBARN FENCE
(PROTECT IN PLACE)
x X
�� 111E �71— I �11L
XISTIUG HORSEBARN FENCE
PROTECT IN PLACE)
X Y
,STA. 22 +50. 22 — BEGIN
CONCRETE BLOCK WALL WITH
4' HIGH CHAIN LINK FENCE AND
A.C. PAVED LEVEE ACCESS ROAD
FCD R/W---,
FCD R/ W
REMOVE EXISTING CHANNEL AND
TRANSITION SECTION BETWEEN
5TA. 22+70.22 AND STA. 23+ 32.22
RECONSTRUCT CHANNEL AND
TRANSITION SECTION IN KIND
`TTYPICALCILS ON DRWG. HANf�IEL SECTION ON D TH IS
EXISTING CONCRETE TRANSITION
4 DBL. S X S' RCB CULVERT
(PROTECT IN PLACE)
1 VI L/ 1..i1J 1
LEVEE NOTE
7 7A S' RIGHT -OF -ENTRY EASTERLY OF OUR EXISTING
NATURAL GROUND EXISTING HORSESARN FENCE R/W WAS ACQUIRED FOR THE PURPOSE OF
(PROTECT IN PLACE) MOVING THOSE PLANTS AND ETC. TO BE RELOCATED
NATURAL GROUND DURING THE CON5TRUCTION OF THE BLOCK WALL E FENCE.
ALSO NOTE:
TOP OF WEST �, r 4' HIGH CONCRETE BLOCK WALL THERE IS AN EXISTING COMMON USE AGREEMENT
LEVEE si ,� �\� �`'� WITH 4 HIGH CH1411V LINK FENCE BETWEEN THE CITY OF OIVTARIO AND S. B. G. F. G. D.
QUO PQ� (SEE DETAILS ON DRWG. 3) FOR BICYCLE PEDESTRIAN I EQUESTRIAN USE OVER
EXISTING A.C. PAVED Q� 0.2SI A.C. PAVED ACCESS ROAD THE 16' PAVED AREA DN THE EAST SIDE OF THE
ACCESS ROAD (SEE DETAILS ON DRWG. 3) CHANNEL BETWEEN FRANCI5 ST AND BOO'! NORTH
TRAPEZOIDAL CONCRETE EXIST. TRAP CONCRETE 6' HIGH CHAIN LINK FENCE OF ACACIA ST.
LINED CHANNEL STA. 22+82.22 + a
To STA. 23+32.22 CHANNEL ^� STA. 23*32.22 STA. 22+70.22 TO STA.''
TO STA. 56+p0 (SEE DETAILS ON DRWG.
(SEE DETAILS ON DRWG. 2) EXISTING 6" HIGH CHAIN LINK
FENCE—STA. 23+32.22 TO STA.
TYPICAL CHANNEL SECTION 56+00 (PROTECT IN PLACE) \`�
STA. 22+82.22 TO STA. 56+00
I"= 101
4-
FCD R/W
FCD R/W77
U1L �
It' w
I� " �
I, Prl
P II
it
119
M
rn
SHEET 2 of 5
REINSTALL 62 'L.F. OF EXISTING 6'
HIGH CHAIN LINK FENCE AS SHOWN
$ AS DIRECTED BY THE ENGINEER AND
PER DETAILS ON SPECIAL DRWG.I
X Y .
rq
STA. 23+32.22--- END
CHANNEL SECTION ^'
MEET EXISTING CHANNEL
SECTION
FLO i-
/I
CONSTRUCT 4HIGH CONCRETE BLOCK STA. 22+ 50.2z - BEGIN ,tI
WALL WITH 4, HIGH CHAIN LINK FENCE CONCRETE BLOCK WALL
(SEE DETAILS ON DRWG.3 f TYPICAL WITH 4' HIGH CHAIN LINK
CHANNEL SECTION ON THIS DRWG) FENCE E A.C. PAVED LEVEE
EXIST HORSEBARN FENCE ACCESS ROAD
(PROTECT IN PLACE) X FCD R/W
�� �� %� \
.-..•.,, y,� Ham; _�/ EXISTING A.C. PAVEMENT
20 -O E BERM (PROTECT IN PLACE)
PLACE 0.25 A.G. TOP OF EAST LEVEE
ACCESS ROAD
PAVED ACCESS ROAD MATCH EXISTING A.C.
(SEE DETAILS ON STA. 22.82. 22 ^- END STA. 22+70.22- BEGI PAVEMENT
DRWG. 3. t TYPICAL CHANNEL TRANSITION NEW CHANNEL TRAM
CHANNEL SECTION ON SECTION ~ BEGIN NEW ITION SECTION
DRWG. 1) CHANNEL SECTION EXISTING CONCRETE TRANSITION
' STOP OF TRAPEZOIDAL CHANNEL
(PROTECT IN PLACE) Q°
to
_ I I - I I P• �
Ct EXISTING CHANNEL
I CONSTRUCT
REINFORCED
50 L.F. OF
CONCRETE(N
0' S7 28E
TRAPE Z D 1 DAL
CHANNELMATCH
EXISTING
CHANNEL
(SEE TYPICAL
SECTION ON
yc"
CHANNEL -a
THIS DRWG.)
I
I
EXISTING CONSTRUCTION I
r
I
,JOINT (PROTECT EXIST. I--
-:7 f "� I
In I
0==
r-
EXIST. CONC. TRAP.
CHANNEL (PROTECT
IN PLACE )
CIE NOTE:
USE WEAKENED PLANE SAW CUT JOINT
FOR INVERT SLAB f SLOPE PAVING WITHIN
LIMITS OF CHANNEL REPLACEMENT. SPACING
OF SAWCUT JOINTS SHALL NOT EXCEED 10'
AND SHALL BE CONSTRUCTED BY SAWING A
GRDOVE IN THE CONCRETE WITH A 'A -INCH
BLADE TO A DEPTH OF ONE INCH.
.r
ryl
L011,G1TUDINAL REINF. I _
SEE DETAILS ON DRWG. 3)
EXISTING RC CULVERT
x I I I x 4CONSTRUCT
(PROTECT IN PLACE)m7- — �rrrrTOP OF WEST LEVEE 12 L.F OF REINFORCED
ACCESS ROAD CONCRETE TRANSITION
(5EE DETAIL ON THIS DRWG. C CUT- w
- — -- OFF WALL DETAIL ON DRWG. 3) -�
XBERM G PAVEMENT
(PROTECT
EN PLACE)
cI23
FCD R /W -� -- r- r �-- -(- -�� -
V f`
(01
z �
REINSTALL 62' L.F. OF EXISTING PLACE 2,, THICK A.C. PAVEMENT \ �a
6 HIGH CHAIN LINK FENCE AS ALONG ACCESS ROAD WHERE \\ w Z
SHOWN $ AS DIRECTED BY THE EXISTING A.C. PAVEMENT WAS
ENGINEER AND PER DETAILS ON REMOVED FOR CHANNEL
SPECIAL DRWG. I CONSTRUCTION, PLACE TO
EXISTING LINE f GRADE AS SHOWN
AND AS DIRECTED BY THE ENGR.
W
ENLARGED PLAN
( CHANNEL IMPROVEMENTS) N
ZIII= 101
EXISTING HOR5EBARN FENCE REMOVE EXISTING A.C. PAVED
(PROTECT IN PLACE) APPROACH RAMP f BERM
x x X— x X — _X—��
FCD R/W
�EXISTIAJG A.C. PAVEMENT
E BERM (PROTECT IN PLACE)
EDGE OF EXISTING
A.G. PAVEMENT J'
TOP OF EAST LEVEE ACCESS ROAD
STA. 23+32.2?- - END STA. P-a+70.22-BEGIN 5AW CUT LINE
REMOVE 62' L.F. OF EXISTING
CHANNEL, TRANSITION 6' HIGH CHAIN LINK FENCE CHANNEL , TRANSITION
f FENCE REMOVAL 6 FEN E REMOVAL EXISTING CONCRETE TRANSITION
ol (PROTECT IN PLACE)
X x x X
PRDTECT EXISTING — — — -- —
LONGI TUDINAL RE- f�
INFORCEMENT
I
FLOW REMOVE SO * L. F. OF EXISTING
CONCRETE TRAPEZOIDAL
EXISTING CHANNEL CHANNEL AS SHOWN a
(N O° 5 7' 28" ET N
SAW CUT LINE STA. 2EXISTING CONSTRUCTION
2+ 82.2z
(I DEEP) / / / I JOINT (PROTECT EXIST.
LONGITUDINAL I REINF.^-
= X � )c x
AA A
rnrr- _
EXISTING CONCRETE TOP OF WEST LEVEE
TRAPEZOIDAL CHANIIEL ACCESS ROAD
(PROTECT IN PLACE)
.lull \
REMOVE 6Z * L.F. OF EXISTING \
_ 6' HIGH CHAIN LINK FENCE
,A FCD R/W
ENLARGED PLAN
(CHANNEL REMOVAL PLAN)
III= 101
5EE DETAIL ON DRWG. 3) -
EXISTING RCS CULVERT
(PROTECT IN PLACE)
REMOVE 121 L.F. OF EXISTING
CONCRETE TRANSITION AS SHOWN
EXISTING A.C. PAVEMENT
E BERM (PROTECT IN PL ACE)
�. \
REMOVE EXISTING A.C.
PAVEMENT AS REQUIRED \
FOR CONST RUGT /DAJ AND
REPLACE IN KIND - \
(2" MIN. THICKNESS)
I —
CC
w
o✓
� II
A
4J1 DIA. FORMED WEEPHOLES BACKED -
WITH ONE CUBIC FOOT OF PERVIOUS
BACKFILL MATERIAL IN A BURLAP
SACK SECURELY TIED. PLACE 6" 50.
ALUMINUM OR GALVANIZED STEEL
WIRE 4 MESH HARDWARE ,CLOTH ON
BACKFACE OF CHANNEL LINING
PRIOR TO PLACEMENT OF CONCRETE.
WIRE DIAMETER = 0.03" MINIMUM
(SEE PROFILE ON DRWG. 3 FOR
WEEPHOLE LOCATIONS)
q EXISTING
CHANNEL
(SYMM. ABOUT �)
7'- 0 „ I f 7'- O„
W
EXISTING
CHANNEL
ell
*4 BARS (9 18' O.C.
TYPICAL CHANNEL SECTION
N. T. S.
VARIES 7'-0" AT STA. 22 + 82.22
TO 9 6" AT 5TA. 22 +70.22
I
cU
(V cU
00 N
cv O
CV ~
Q N
r- CXJ
1-0
Q co
00 5� .
5 �
�P P� w -oa
POF. #6 BARS @ 8"�O.C. X� x
G� o
4 BARS @ 8" O.C. ~
*4 BARS @ 12"' D.C.
J
e e.'a•
#4 BARS @ I8 0. C.
I8 " LAP rn J
7 BARS @ IS" O.C. X R'
TYPICAL CHANNEL TRANSITION SECTION
(STA. 22+70.22TO STA.22+82.22)
1/2 = I 0 11
ADD 2 -**5 BARS
(TYP. BOTH WALLS)
#4 BARS @ 18` O.C.
(TYP BOTH WALLS)
TYPICAL 4I DEEP CUT-OFF WALL
(SEE DETAILS ON DRWG. 3)
SEE DETAIL "A CHANNEL WALL
ON THIS DRWG.
4DIA. WEEPHOLE ;-t
(SEE NOTE ABOVE)
Ot WEEPHOLE
0
0
°
o
o p��0
0 0 °a
CHANNEL INVERT 0 °o 0 0 0°
� 0 D
k.
- ,.
CONSTRUCTION JOINT CHANNEL REINF.
(SEE DETAILS ABOVE)
DETAIL "A"
N. T. S.
VARIES 12' - I" AT STA. 2Z +8z.22
TO 8' - II" AT STA. 22- +70. 22
06 BARS @ S" O.C.
Q
1—
0 --
ADD 2- ' 4 BARS
PARALLEL TO TOP
OF WALL
u4 BARS @ 18" O.C.
o
— #6 BARS @ 8" D.C. X
4"DIA. FORMED WEEPHOLES BACKED
WITH ONE CUBIC FOOT OF PERVIOUS
°0 o °°
BACKFILL MATERIAL IN A BURLAP
op/0 oao
SACK SECURELY TIED. PLACE 6" SO.
ALUMINUM OR GALVANIZED STEEL
WIRE 4 MESH HARDWARE CLOTH ON
BACKFACE OF CHANNEL WALL
.'
PRIOR TO PLACEMENT OF CONCRETE.
WIRE DIAMETER = D.03" MINIMUM
(SEE PROFILE ON DRWG.3 FOR
WEEPHOLE LOCATIDN5)
OPTIONAL
CONSTRUCTION JOINT
6 BA RS (9 8"
D.C. X
24"
r 1�
�, l J
WEST
WEST
CUCAMONGA CREEK SYSTEM
CUCAMONGA CHANNEL
ENLARGED FLANS
TYPICAL SECTIONS
PROJECT ENGR.
M.A.
DRAWN BY:
J.H.
DESIGNED BY:
R.F.
SUBMITTED BY:
CHIEF, ENGINEERING DIVISION
RECOMMENDED BY:
FLOOD CONTROL ENGINEER
DATE
SCALE
FI .E NO.
DRWG. NO.
APPROVED BY:
/ i I
1G4,
FLOOD CONTROL ENGINEER
10/4/90
AS SHOWN
1-"'01-38
3 of 5
SHEET 3 of 5
TOP OF EXISTING CONC.
TRAP. CHANNEL E 0.2S' A.C.
PAVED EAST LEVEE ACCESS
ROAD
EXISTING CONC.
TRAP
CHANNEL (PROTECT
IN PLACE
2�
FLOW
CONSTRUCT
4' DEEP CUT-OFF
WALL AT STA. 23 +32 . z2
(SEE DETAIL
ON TH15 DRWG)
N
N
tU
fr1
N
�
rvl
al
c\l
Q
J
TOP OF CHANNEL OR
CHANNEL TRANSITION
5 O '- 0'"
TRAPEZOIDAL CHANNEL SECTION
TOP OF REINFORCED
CONCRETE TRAPEZOIDAL
CHANNEL t D.25A.C. PAVED
EAST LEVEE ACCESS ROAD
TOP OF REINFORCED -
CONCRETE TRANSITION
PROFILE GRADE
. S= 0.02
-PLACE WEEPHOLE5 9` D.C.
AND AS SHOWN IN TRAPEZOIDAL CONC.
CHANNEL SECTION-6 EACH WALL
(SEE DETAILS ON DRWG. Z )
CONSTRUCT 4' DEEP CUT -OFF -�
WALL AT STA. 22 +82.2Z
(SEE DETAIL ON THIS DRWG)
EXISTING 6HIGH CHAIN LINK FENCE—
STA. 23+32.22 TO STA. 56*DO
(PROTECT 1N PLACE)
FENCE FABRIC
REINSTALL 6' HIGH CHAIN LINK FENCE^-
STA. 22+82.22 TO STA. z3+32.22 (SEE
38CFCD STD. DRWG..I FOR DETAILS)
FENCE POST CONCRETE
FOOTING (SEE SBCFCD
STD. DRWG. I FOR DETAILS)
0.2S I A.C. PAVED EA ST
LEVEE ACCESS ROAD
I Z'- D"
N
N
ru
00
CU
N
Q
CHANNEL
TRANSITION
ct.I
SECTION �� o
2' 2'
. S= 0.014.
N
EXISTING A.C. PAVEMENT N
( PROTECT IN PLACE)
A\ RAMP
L
--
EXISTING CONCRETE
TRANSITION
(PROTECT IN PLACE)
EXISTING A.C. PAVEMENT
(PROTECT IN PLACE)
JI EXIST. CUT 0 - FF WALL � — — -----
(PROTECT IN PLACE) II
—PLACE WEEPHOLES AS U
SHOWN IN CONCRETE
TRANSITION SECTION —
a 2 EACH WALL (SEE DETAILS
ON DRWG. 2 )
00
J
PROFILE
HORIZ. I =10'
VERT. 1 51
TOP OF EAST LEVEE
ACCESS ROAD
18'-3"
I%
FCD R/W
INSTALL 4' HIGH CHAIN LINK
FENCE DN TOP OF CONCRETE
BLOCK WALL AS SHOWN AND
PER SBCFCD STD. DRWG. I
(FENCE POSTS SHALL BE
INSERTED INTO BLOCK WALL
AS SHOWN Z' MIN. EMBEDMENT
IN BLOCK WALL)
FENCE FABRIC
TOP OF BLOCK WALL
-� CONSTRUCT 4' HIGH
II
II
I
= BLOCK WALL AS SHOWN
E AS DIRECTED BY THE
= ENGINEER ( FILL ALL
;o
CELLS WITH GROUT)
d-
o
J
m
*4 BARS @ 16" D.C.
TOTAL - 6)
PLACE 0.25` A.C. PAVEMENT
AS SHOWN If AS DIRECTED
BY THE ENGINEER
BLOCK WALL, PAVED ACCESS FENCE DETAIL
3 = I - 0r
/4
V
V)
V)
v
Z¢
EXISTING HDRSEBARN FENCE
(PROTECT IN PLACE)
NATURAL GROUND
Dc—
EXISTING CUT SLOPE
4 BARS C� 16 O.C. X
a. rv)
�2"
CLR.
ct�
CLR.
12" 9"
3'-6"
'0F4 BARS @ 16'1 D.C.
STA. 22 * 82. 22
04 BARS @ 18" D.C. NEW TRAPEZOIDAL CONCRETE
CHANNEL INVERT OR WALL
TYPICAL CHANNEL TRANSITION
18" LAP REINFORCEMENT
NEW CHANNEL TRANSITION
INVERT OR WALL
ti
12"
12" FILLET (I:I)
OPTIONAL CONSTRUCTION
-#4 BARS @ 16 D.C. X
""4 BARS C� 16' O. C.
•* 4 BARS @ 12 O.C.
3CLR.
( TYP.)
CUT- OFF WALL DETAILti STA. 22+82.22
N. T. S.
5TA. 2_3 + 32.22
SA ( CUT LINE
EXISTING *4 BARS @ 18" D.C. I" DEEP
EXISTING TRAPEZOIDAL
CONCRETE CHANNEL
INVERT OR WALL
`4 BARS 18" 0. C. X —
'*'4 BARS @ 18" O.C.
24 LAP NEW TRAPEZOIDAL CONCRETE
-�1 CHANNEL INVERT OR WALL
I" FILLET (1:I)
OPTIONAL CONSTRUCTION JOINT
0
4 BARS @ 12 0. C.
# 4 BARS @ 18" O.C.
3 CLR.
i 2" iY7
CUT- OFF WALL DETAIL STA. 23 + 32.22
N. T. S.
WEST CUCAMONGA CREf:K SYSTEM
,.: WEST CUCAMONGA CHANNEL
ErcP. 12-31-93 PROJECT ENGR. DRAWN BY: DESIGNED BY.
v
M.A. J. H. R. F. PROFILE , SECTION 8DETAILS
SUBMITTED BY:
t
t
SCALE FILE NO.
90 AS SHOWN 1-201•-38
nt ar- r- -w- w _ p 0-
0nc.c1 �rvIu
101-0" Spacing
l
16'1 dia or -a
10'- 011 Spacing
Typical Rail and Truss Panel Typical Rail and Truss Panel
Enld or Corner Post Post I 11
2 /2 nom.
dia x 9-0 std.
1 %2 nom. dia. x
8 -0 std. Line Post
gale. pipe
with goly. cap
goly. pipe
with
galy. cap
II ga. wire ties
w
°�
7ga.
spring steel
•�
at 1211o.c.
��
�`�
.e
tension
wir with
`
• •'
r'
wire
ties at 2 4 o. c. -
.# • .
`( }t 1~r•'XX
"
RR
I /4 nom. dia. std.
'�. .x.
goly. pipe rail
S`
x�
R• •k
Tension Bar
Ilga. wire ties
3/16" x 3/4 min.
(total 6 each
post equally spaced)
r
r
12 go. x I"min.
.
x r
at 16" max. o c.
II Mesh 7 2 II
2
r
chain link fabric---;
'
3/8R dia. Tension Rod 1/2II Crown
o with adjustable tightener with smooth
i and fittings (See note 7) trowel f finish
(typical) ', ' , • o
Note: o .°.I •o -
For corners, T
pical Rail
and Truss Panel to join
Post in both directions
10'- 0" Spacing
Typical Rail and Truss Panel
Gate Post
r►uvluc 'lupb lu rlulu yule5 upell
y
1211 dia. or
: 10'-0" Spacing 10'-0" Spacing
Typical Rail and Truss Panel Typical Rail and Truss Panel
_ Line Post Intermediate Post
d. = a. I %nom. dia x 8'-0'I std. Tension Bars 2 %nom. dia. x 9'-011 std. Line Post
�, (V �,
N = = alv. e with alv co 3/ x 3/ min. a v. pipe with olv. ca
-- -- ___— 9 pipe 9 P i 6 4 P P 9 _
II ga. wire ties N �„X g I'/"nom. dia. std.
r % ' at 12 o. c. — ... xxr `X,` Y. galy. pipe rail
r
12 g a x III m l n.�__ r _
at 16 max. o.c. 'r 3/ dia Tension Rod.ti
o` rr with adjustable tightener:
and fittin '*'� .` r - 11 o. wire ties y s (See note 7)
g Y T g
W t a �� (total 6 each
h
.x
:xx post -equally aced ,.�
1
a. spring steel tensions'
9 P g
i5\
211 Mesh 721' wire with [Igo. wire ties
g e s X,
chain link fabricat 2411 o.c. ti..
-- -�� Note:
N a
Intermediate Post to be 1/2,Crown— e•
installed at not more than . of with smooth
N °''.J�� 10001 intervals M trowel finish
O _ ! (typical) °
D
° 12i1 dia. or -0- 1611 dia. or `t
- — - -- - — ---- o o • °
TYPICAL FENCE DETAILS
Clear Opening Varies 12'- 011 to 26I- 011
I %2 nom. dia. I %ql nom. dia.
s std. goly. pipe std. goly. pipe Gate
n. for gate frame r stiffener
. .X \`\" . ,'f " . � '4-``�/K". y ` �� K'Y �,�I •��•Yyy�Ax(yyy�
X XK X K —
• X X .'lX.� R ',
`krx kX �( •x. Cut Out for �YR �, 1 '��� >•��
Chain
a Lock
t y P-) 6 x � �� X,`. < �` r
q„ x I • / ` r. 1lF xXx X f ' X "k ` �`J//
� • X
it X✓'.�// •, ,r'r
1 yam`
bric to top, `" - Plunger Rod Catch .
1 and stiffener
uI I I u1•rle with II ga. 211 dia. or _LX °
wire ties at 1211 o c. 16" dia or � ' • _
• ° IZT
• i •
10'- 0" Spacing
ypical Rail and Truss Panel
Line Post
1.
)st I %2 nom. dia x 8'-0" std.
goly. pipe with gale cap
. r X
,
at 12 O.C. Xx r X X
II
3/g dia. Tension Rod
with adjustable tightener
and fittings (See note 7) V:•r:"
II II
2 Mesh, 72
chain link fabric
, X
A
�/2 Crown .i
I with smooth °°l ••
trowel finish •1 _
e e
t y p I c a I
n e
as directed by the Engineer --
DOUBLE DRI
VE GATE
DE TAIL
101-011 Spacing
4'- 0'I
i0'-0"
Spaciin
Typical Roil and Truss Panel
Clear Opening
Typical Rail and Truss Panel
I
I 2 nom dia.
Gate Post
Line Post
I /z nom. dia. x 8-0'
ine Post Tension Bars
11
3/i6 x 3/4 min.
std goly. pipe
for gate frome
2 / nom dia x 9'-0
2
gals pipe with gale.
std. std. goly. pipe with
cap galy. cop
II
' iv - X --- II go. wire ties �•'� 1 /4 nom. dia. std. �.{� . X X:Xr X
galy pipe rail > .--- 12—o=c--
x X r
Cut - Out for
Chain & Lock''3/8dia. Tension Rod
II �' -� with adjustable tightener
(t y p.) 6 x 6 'y •' r
and fittings (See note 7)
Fasten gate ..... .
catch to post
12 go, x III min. --- X po m211 Mesh 7 II "
11 .ax. o.c � � ; - .Y � � 2
at 16
X" �� chain link fabric
•� II ga. wire ties
••l (total 6 each
post - equally
spaced)
n ° •
`wYYYY - K XY
7ga. spring steer • •' "
Tie fabric I
tension wire with •"� /2 Crown---
° • • to top and - with smooth
II ga. wire ties at .�
•' o '. i.
i
2411 o c • " bottom of , • trowel finish • ,�
e e
frame with (typical)
• _ O
II
I6 dia. or fl-
II ga. wire
• ties at 1211o.c. °•l J _1 1211 dia. or
WALK GATE DETAIL
1211 dia. or -a
01
I
GENERAL NOTES,
PIPE MATERIAL LIST,
Nominal
Diameter
(Inches)
Outside
Diameter
(Inches)
Inside
Diameter
(Inches)
Weight
per Foot
Lbs
11/4
1.660
1.380
1.610
2.2-7
2,72
11/2
1.900
2
2.375
2067
365
2 1/2
2 875
2 469
5.79
3
3.500
3.068
758
31/2
4.000
3.548
9.11
4
4.500
4.026
10.79
6
6.625
6.065
1&97
8
8.625
7981
2855
I. All Chain Link fence materials, fittings and installation shall conform to
the latest edition of the Department of Transportation Standard
Specifications, Section 80, 11Fences" and this Special Drawing.
2. The fence fabric shall be placed on the outward facing side of the posts,
stretched taut, and securely fastened, unless otherwise shown on the plans.
3. Clearance between right-of-way and fence fabric shall be 611 unless
otherwise shown on the plans.
4. All gates shall open inward, except if otherwise noted in the special provisions.
5. All gate hinges shall be heavy duty malleable iron or steel, industrial
service type 270 degree swing, non -removable, of approved quality
and design, and shall be fastened from the inside.
6. Secure galvanized cap to post with %4' galvanized round head rivet.
7. Adjustable tightener shall be turnbuckle or equivalent, having a
611 minimum takeup.
8. Diameter size of Line, Intermediate, Corner, End and Gate Posts to be
as shown on this Special Drawing.
9. All bolted hardware items shall also be tack welded in such a manner as to
prevent removal by unauthorized individuals.
10. All fence fabric shall have a 121,1 wide horizontally painted stripe along the
center of the fabric. The paint shall be a reflective type orange or approved
equal. After fence fabric has been painted, a sample of said paint shall be
given to the San Bernardino County Flood Control District, Operations
Division, along with the manufacturer's name and paint specifications.
I I I L_ VLF - v - I L I mufllkt
110
BOUNDARY FENCING
J-20I-38/5-5
SHEET 5 of 5