HomeMy WebLinkAbout3955-17p
-e
W
(n
200 m-"} �i50 mm (6")
(81--I
200 r m 1,1
(8") � II
Top of post
�______ 1905 mm _ 'i' 1905 mm
Rail splice (6'-3') (6'-3") Rail splice
280 mm�� � Toenail with 2-16d (25 gram)
( I1 ") -_ \
S 4� Goly nails in top of block
PLAN See Note 15
Rnx AIAmQ�+Cut steel washer
x
E E
,0
N
Eoc
150 mm x 200 mm x 360 mm
(6 x 8 > wood post
(6" x 8" x 14'9 Block between
50 mm (21
post and rail on all posts
Top of rail
post bolt Slot€
U
Nut. mm 1905 mm
150 mm x 200 mm
(6'-3') (6`3')
C
E'g
x
E 0
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11..
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ter,
METAL BEAM GUARD
RAILING WITH WOOD POST AND
E E
,0
N
Eoc
�`✓
Lap rail elements in
(6 x 8 > wood post
Ground line or shoulder
-FAN- surfacing under rail element
50 mm (21
direction of traffic
�
(17426
°+
U
"!n
150 mm x 200 mm
IIlJ
�`✓
o (6" x 8" x 14') wood block
(6 x 8 > wood post
Ground line or shoulder
-FAN- surfacing under rail element
50 mm (21
�
�
(17426
°+
U
"!n
x,.6-30-05 pa
IIlJ
ELEVATION
CIVIL
yetis snailr be restwslple ror accuracy
11..
t eonpfemrk?ss ar ehlI'c/C CCp/E5 of tnl, plan
ter,
METAL BEAM GUARD
RAILING WITH WOOD POST AND
BLOCKS
LL
see Standard Plan A77K.
12. For
3.
-90
316 mm
(12 )
27 In
108 mm
(41/4")-
50 mm I
150 mm x 200 mm
2
50 mm
(21
R=24 mm 0 '9-
(�
(2'9
4,
(tBBo11
108 mm
slot (41/4 )
W
DATE:
03/30/09
20 mm x 65 mm
(3/4" x 21/2") Slot
23 mm x 29 mm
I% " x 111/8") Slots, Typ.
ELEVATION
RAIL ELEMENT SPLICE DETAIL
16 mm 0 x 35 mm 1%" 0 x 1%") button head oval shoulder bolts inserted
into the 23 mm x 29 mm Oym " x 11/97 solts and bolted together with
16 mm 0 x 35 mm (5/s" 0 x 1%") recessed hex nuts. Total of 8 bolts and
nuts are to be used at each rail splice connection. The ends of the rail
elements are to be overlapped in the direction of traffic (see details).
Where a terminal section or end section is to be attached to the end
of a rail element, a total of 4 of the above described splice bolts
and nuts are to be used.
3k_,MLC: N. . I . J.
COUNTY ROUTE
REGISTERED CIVIL ENGINEER
o (6" x 8" x 14') wood block
(4 1/4")-
July 1, 2002
50 mm (21
o
PLANS APPROVAL DATE
(17426
°+
2.
"!n
x,.6-30-05 pa
IIlJ
State of ColiferNo er lis officers w
CIVIL
yetis snailr be restwslple ror accuracy
11..
t eonpfemrk?ss ar ehlI'c/C CCp/E5 of tnl, plan
ter,
91a
f pT CALi `o/
vo to: NIP//wwwANLoga
Cofhow now his a web stte! To get to me web 511e,
Ground line E g E a NOTES
or shoulder E E 2 16 mm (%") 0 Button head bolt
surfacingr "Q^ with hex nut (See Note 14) iV
0 20 I. For details of steel post and wood block installations, see Q
u : r �Stadard Plan A77AA
under railing I50 mm x 200 mm x 360 mm n
2 mm (%16")g0
o (6" x 8" x 14') wood block
(4 1/4")-
10. For guard railing connection details to bridge railing, retaining
50 mm (21
o
E o
c 200 mm (6")
2.
For details of standard hardware used to construct guard
••70 mm (2/4')
IIlJ
N
10°
�I ►e1•f•f1♦
♦•cliff♦
railing, see Standard Plan A77B.
MAX O.C.
LL
see Standard Plan A77K.
12. For
3.
For details of wood posts and wood blocks used to construct
27 In
i. 50 mm (2'7
4216 (8 2"
150 mm x 200 mm
pp+pppf p�
guard railing, see Standard Plan A77C,
R=24 mm 0 '9-
(�
(6" x 8") wood post
(See Note 3)
4,
For additional installation details, see Standard Plan A77FA.
NOTES
DATE:
03/30/09
32 mm x 58 mm
1
(11/4" x 2 /�')
Slotted holes
_ N
-
13. Direction of traffic indicated by -'i•-
1f 1
(/4' x 2 /27
Slotted hole
r
Post spacing 1905 mm W-31 C -C
5.
Guard railing post spacing to be 1905 mm (6'-3') center to
I. Terminal sections not to be installed on the trailing end of
mm 111/32
SECTION A -A
center, except as otherwise noted.
E
e
M
R=24 (1$/15 ")
opposite direction from that shown in Section A -A or where a
16 mm (5/e') threaded rod is required in place of the bolt. no
23 mm x 29 mm
TYPICAL WOOD LINE
G.
For guard roiling typical layouts, see Standard Plans A77D
Z
more than 13 mm 01/2) of thread to be exposed on the traffic
and A77E.
o
N
POST INSTALLATION
Symmetrical
side of the rail element.
PIPE
'I
A77J and A77K.
7,
For embankment widening details to accommodate guard railing
about FL
_
15. Additional holes in wood post are required for potential
See Note 4
POST
terminal system end treatments, see Standard Plan A77F.
P
adjustments of railing height, See Standard Plan A77C.
8.
For Typical terminal system end treatments, see Standard
16. For guard railing delineation details, see Standard Plan A77F.
Pians A77L, A77M and A77N. For type of terminal system to
230 mm \
(9") Same shape as roll
N
E I
be used, see Project Plans.
-2.8 mm (0.108'7
Nominal thickness
4. Use for nested railing applications.
9.
For guard roiling terminal anchor details, see Standard Plans
SECTION THRU
Q
82 mm
METAL BEAM GUARD RAILING
A77G, A771and A77IA.
RAIL
SECTION THRU
(31/'7
(5"
x 5")
RAIL ELEMENT
WITH WOOD BLOCK
2 mm (%16")g0
161 4'9
(4 1/4")-
10. For guard railing connection details to bridge railing, retaining
50 mm (21
full thread length
Tolerance
mm
34 mm (I )
walls and abutments, see Standard Plan A77J.
••70 mm (2/4')
Ir
mm
10°
�I ►e1•f•f1♦
♦•cliff♦
11. For guard railing connection details to bridge sidewalk curbs,
MAX O.C.
LL
see Standard Plan A77K.
12. For
z
27 In
i. 50 mm (2'7
4216 (8 2"
dike positioning with guard railing installations, see Standard
Plan A77F.
pp+pppf p�
20 mm x 65 mm
R=24 mm 0 '9-
PLUNGER ROD
�1�
30
NOTES
DATE:
03/30/09
32 mm x 58 mm
1
(11/4" x 2 /�')
Slotted holes
_ N
-
13. Direction of traffic indicated by -'i•-
1f 1
(/4' x 2 /27
Slotted hole
_
E
Q `313
I. Terminal sections not to be installed on the trailing end of
mm 111/32
14, Where conditions require the bolt to be installed in the
-4
E
e
M
R=24 (1$/15 ")
opposite direction from that shown in Section A -A or where a
16 mm (5/e') threaded rod is required in place of the bolt. no
23 mm x 29 mm
WALK GATE DRIVE GATE
CITY ENGINEER R.C.E. 51152 PATE;
(27 mx 11/8m x 2)9 mm
mm
more than 13 mm 01/2) of thread to be exposed on the traffic
2. For use and details of bock -up plates, see Standard Plans
o
N
i,216 mm,1 Slotted holes, Typ
(8 )2r
Symmetrical
side of the rail element.
PIPE
A77J and A77K.
Slotted holes, Typ
\� 2.8 mm (0.108")
0.1089
about FL
_
15. Additional holes in wood post are required for potential
POST
)
P
adjustments of railing height, See Standard Plan A77C.
element section
16. For guard railing delineation details, see Standard Plan A77F.
N
230 mm \
(9") Same shape as roll
ELEVATION
E I
-2.8 mm (0.108'7
Nominal thickness
4. Use for nested railing applications.
-2.8 mm (0.108") Nominal
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
SECTION THRU
S. Terminal Section "Type A" has been deleted.
hi
METAL BEAM GUARD RAILING
(TYPE B)
RAIL
SECTION THRU
TYPICAL WOOD POST
(5"
x 5")
RAIL ELEMENT
WITH WOOD BLOCK
FOR LINE
These "Standard Plans for Construction of Local Streets and Roads" contain units in two
systems of measurement: International System of Units (SI or "metric') and United States
Standard Measures shown in the parentheses ().The measurements expressed in the
two systems are not necessarily equal or Interchangeable. See the "Foreword" at the
beginning of this publication.
NO SCALE A 7 7 A
685 mm 82 mm DIST COUNTY ROUTE POST MOLES HEE TOTAL
TOTAL PROJECT 1+10. SHEETS
2'8 mm Nominal thickness See Note 3 (27) t 2.0 mm (1 ") (3 14 )
2.8 mm (0.108') Tolerance 80 mm
0 o Nominal thickness (3 „)80 l
IV gOFE 55tH
t3 I/4m� 315 mm E- REGISTERED CIVIL ENGINEER _/q,
(121/2") Lap
305 mm 305 mm
ly 1, 2002
27 mR-2q mm
(I :) PELANS APPROVAL DATE c vo% C617326
P. D
'� Taper PLAN Ttn Stare a` CCi fornla Cr fts officers ar 4 nA
ayxnte sMn not be respons/b,e , tin CCC , t (lax
or Camp'eteness Cre'eC,r VC ec s of Itis plan
PLAN 0 108 mm E Q 1 sem, ae 4th%CALIS'
(2 mm }a-216 mm
(2 (8 1/2')
PLAN
760 mm (2'-61
I
E e I I E O
E\ Ea
I I
io
I� I
23 mm x 29 mm ( " x I %9)
Slotted holes, Typ.
ELEVATION
RETURN SECTION
'f>z'
161 4'9
(4 1/4")-
full thread length
50 mm (21
full thread length
255 mm (1011)
100 mm 14') Min thread length
34 mm (I )
100 mm (41 Mtn thread length
••70 mm (2/4')
50 mm (2") Min thread length
mm
100 mm (41 Min thread length
�I ►e1•f•f1♦
♦•cliff♦
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
MAX O.C.
�+
••e•f1o♦
f•e♦•ip
•-
Caltrans cow tps o web Ael To get to IAe web rile, go )a tiip-//www do&o
i. 50 mm (2'7
4216 (8 2"
v
pp+pppf p�
20 mm x 65 mm
rE
E
PLUNGER ROD
�1�
R=24 mm Mtfi")
_
NOTES
DATE:
03/30/09
32 mm x 58 mm
1
(11/4" x 2 /�')
Slotted holes
_ N
-
\
1f 1
(/4' x 2 /27
Slotted hole
_
AP R VED BYE , '�
�
Symmetrical
about
I. Terminal sections not to be installed on the trailing end of
(� 0,03 m3 (1 CF) PCC
E _
guard railing constructed adjacent to one-way roadways.
POST OD + 200 mm (8")
23 mm x 29 mm
WALK GATE DRIVE GATE
CITY ENGINEER R.C.E. 51152 PATE;
(27 mx 11/8m x 2)9 mm
E_
v_a
1
2. For use and details of bock -up plates, see Standard Plans
Its" x 11/9')
i,216 mm,1 Slotted holes, Typ
(8 )2r
PIPE
A77J and A77K.
Slotted holes, Typ
\� 2.8 mm (0.108")
0.1089
Some shape as rail
POST
)
3. End Section may be out from Terminal Section (Type 8) or
Nominal ess
element section
fabricated.
N
230 mm \
(9") Same shape as roll
ELEVATION
-2.8 mm (0.108'7
Nominal thickness
4. Use for nested railing applications.
ELEVATION element section
TERMINAL SECTION
SECTION THRU
S. Terminal Section "Type A" has been deleted.
hi
END SECTION DETAILS
(TYPE B)
RAIL
ELEMENT
6. Use flat plate washer where indicated on plans.
(5"
F#• d> 19 mm (74'7
E Dia hole
E
v E
C)
E0
23 mm x 29 mm
2.8 mm(0.108") ` (" x 11/9')
Nominal thickness Slots, Typ.
ELEVATION
TERMINAL SECTION
(TYPE C)
23 mm x 29 mm F-
I% x 111/6) 85 mm
Slots for splice bolts 3 Neutral axis
Trim wood (3/g'7 - C
post to fit-_„� 2
.� 36° Terminal connector,F
150 mm x See Detail C 75 mm (3") a
200 mm 25 mm (I^) { 200 mm {+ 25 mm (I'7 760 mm Q
(6" x 8') I I le' x 8,11
Post P t PLAN 2.8 mm (0108'9
1 45° Bend / _$ 45° 760 mm / Nominol thickness Q
corners (2)/1 108
I I (2'-6'9 C
R mm
(4%4m > �+- 55 in IT / (41/4 7 ►j �*- 55 mm 75 mm (3'7 �I$�Z) 50 mm (2^)
108 mm (41/a">� (21/4") (80") R 108 mm (41/a') (21/4")
sus .
24 mm 0 x 1.6 mm e' 0 x %16') ( m
(1m ( 1
deep recess one or both sides j+ 8mm (9') (-) 6 mm (1/411
I+ 6 mm (7/327
33 mm
32 mmm
(5/g'9 or 36 mm
(I Y16 ")
16 mm (5/817 0 RECESS NUT 16 mm (5/811) 0 BUTTON HEAD BOLT
L
THREAD LENGTH
35 mm (1%")
full thread length
50 mm (21
full thread length
255 mm (1011)
100 mm 14') Min thread length
460 mm (18")
100 mm (41 Mtn thread length
••70 mm (2/4')
50 mm (2") Min thread length
••480 mm (19")
100 mm (41 Min thread length
- SEE NOTE 4
Std Return c
310 mm 455 mm 310 mm 455 mm
50 mm Section 50 mm i
az 4'7 (Is") (2") az 4,.) PLAN (Is°) (2„) rE - I N
PLAN -
TERMINAL SECTION OPTIONAL DESIGN TERMINAL SECTION o o
(TYPE C)
DETAIL A
'- 23 mm x 75 mm 20 mm (Y4")
(TYPE C) (N' x 3") CIO hole
DETAIL B Slots, Typ. ELEVATION =
TERMINAL CONNECTOR FOR
OPTIONAL DESIGN TERMINAL SECTION
in
-3/ o Trim oi83") F (TYPE C)
38 mm
DETAIL C
I�F T_ STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
75 mm 18 mm x 25 mm METAL BEAM GUARD RAILING
(3'7 (1y16"X I") STANDARD HARDWARE
Slotted hole These "Standard Plans for Construction of Local Streets and Roads" contain units in two
FLAT PLATE WASHER systems of measurement: International System of Units (S1 or "metric') and United States
Standard Measures shown in the parentheses ().The measurements expressed in the
See Note 6 two systems are not necessarily equal or interchangeable. See the "Foreword" at the
beginning of this publication.
NO SCALE A77B
13 WIRES AT 125 mm (5") OC
- NOTE 1
125 m
(5„)
TIE WiRE
GROUND LI
f f
• I •
�.
t i 1. •+►;nke p •f►•i lllfepe
_tee...►. i'1 -!...- "v /pfpipi!.'►iQp epfpe?fee•)
• e•o.♦+Oe►r►►e
=� 1 • { � • • • fvefef►vef� II� �"�++ -� _ 'pr-.'� �ei•ieiiipt►ii'i
pepf+p►'►!f0
`.♦efpfe+f ?e•*ppefeeepai�lfeep+
1 . •+e*fpeeppf_-- ►f6`'►,�e•1 O.•e►e•lffif�l+►•e•pf
eefe,►+ffp. :i+pepieo*1� !e♦
• • I piep••1p+•pip ��I Y,►f+eeff fp1 • _ E
�.,ilibrii+ipifi- dOddr far• 111i+rte :moi:..- gan
•
r 1 Ye•+Jep
4-
�!r�? Itiriri
".'+`-- ►fie
'►e*.. f �ieOi
♦.• lie•-
1•e. ♦e!
• - • • __IM e1
r r ere►eke, Ie�•~.,..
HEADWALL
FENCE -
USE PIPE
RAIL
r-•-�r n,ae-� .
♦ 1 � 1p'•pp- •
•+ieieppet ►•firf�f ' •
eo♦•o♦ ♦►!p♦
i l.t.r1♦ ♦11 •e4+ ..p�iipf
.. ♦ire 1frlf. ►a►1�y�:�
..i.rr1♦ alfa• ►•��..`
1e,l.rpp �•flep ••.f
riro'i'ffiir • ' a lr.�rr�s+i+i �'.'
f • •
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
..__......... __..__....
.- ._.------._.... ...........
� I
PROMULS TANMR08 INC.,
PUBLIC WORKS STT
CHAIN LINK FENCE AND GATES
METRIC
GREENBC= COMMITTEE
••p4D4'►'fp
•
REV. 1989
�I ►e1•f•f1♦
♦•cliff♦
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
MAX O.C.
••e•f1o♦
f•e♦•ip
•-
1-ef♦►off
11i♦♦re♦
. • r
STANDARD DETAILS
_
pp+pppf p�
900 mm
PLUNGER ROD
�1�
fYf '•
13 WIRES AT 125 mm (5") OC
- NOTE 1
125 m
(5„)
TIE WiRE
GROUND LI
f f
• I •
�.
t i 1. •+►;nke p •f►•i lllfepe
_tee...►. i'1 -!...- "v /pfpipi!.'►iQp epfpe?fee•)
• e•o.♦+Oe►r►►e
=� 1 • { � • • • fvefef►vef� II� �"�++ -� _ 'pr-.'� �ei•ieiiipt►ii'i
pepf+p►'►!f0
`.♦efpfe+f ?e•*ppefeeepai�lfeep+
1 . •+e*fpeeppf_-- ►f6`'►,�e•1 O.•e►e•lffif�l+►•e•pf
eefe,►+ffp. :i+pepieo*1� !e♦
• • I piep••1p+•pip ��I Y,►f+eeff fp1 • _ E
�.,ilibrii+ipifi- dOddr far• 111i+rte :moi:..- gan
•
r 1 Ye•+Jep
4-
�!r�? Itiriri
".'+`-- ►fie
'►e*.. f �ieOi
♦.• lie•-
1•e. ♦e!
• - • • __IM e1
r r ere►eke, Ie�•~.,..
HEADWALL
FENCE -
USE PIPE
RAIL
r-•-�r n,ae-� .
♦ 1 � 1p'•pp- •
•+ieieppet ►•firf�f ' •
eo♦•o♦ ♦►!p♦
i l.t.r1♦ ♦11 •e4+ ..p�iipf
.. ♦ire 1frlf. ►a►1�y�:�
..i.rr1♦ alfa• ►•��..`
1e,l.rpp �•flep ••.f
riro'i'ffiir • ' a lr.�rr�s+i+i �'.'
f • •
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
..__......... __..__....
.- ._.------._.... ...........
STANDARD PLAN
PROMULS TANMR08 INC.,
PUBLIC WORKS STT
CHAIN LINK FENCE AND GATES
METRIC
GREENBC= COMMITTEE
CITY OF FONTANA, CALIFORNI
600-11984
REV. 1989
SHEET I OF 3
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
FENCE AND POST
SCALE: N.T.S.
NOTES:
1, SECURE DRIVE -FIT GALVANIZED CAP TO POST WITH 6 mm (1/4") ROUND-
HEAD RIVET.
2. H DENOTES FABRIC WIDTH AND NOMINAL FENCE HEIGHT. H = 1.5 m
(5') UNLESS OTHERWISE NOTED.
3. IF FENCE WITH TOP RAiL IS SPECIFIED, DELETE STEEL TENSION WiRE AT
TOP, AND PIPE RAILS AT INTERMEDIATE, SLOPE, END AND CORNER POSTS.
EXTEND TENSION ROD TO TOP RAIL.
4. BARBED WIRE SHALL BE USED ONLY WHEN SPECIFIED.
5. POST SPACING IS MAXIMUM 3.0 m (101.
6. FILL CLEAR OPENINGS GREATER THAN 75 mm (3") WITH FABRIC. FOR
OPENINGS LESS THAN 450 mm (18"), TIE FABRIC TO POSTS.
7. USE ONE POST FOR COMBINED SLOPE AND CORNER POST IF TOP OF
CHANNEL WALL IS CONSTRUCTED AS SHOWN FOR "ALTERNATE".
8. STEEL BANDS AT TENSION BARS SHALL BE 3 mm X 25 mm (1/8" x 1"),
MINIMUM, SPACED AT MAXIMUM 400 mm (16").
9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE
NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES
USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH
UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL
BE ENGLISH VALUES. HOWEVER, ASTM 615 REINFORCING STEEL MAY BE
SUBSTITUTED FOR ASTM 615M STEEL.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLANMETRIC
600 -1
CHAIN LINK FENCE AND GATES
CHAIN LiNK FENCE AND GATES
SHEET 3 OF 3
J
■
1�
IM.M.!!MI
♦lfppQef+< I' pf11pr1 •rfr
♦�lroar•
►. ef!!ff
• - i
.-1�t. t It•,
1 t
1 �wr
�f�e�l�fy I-.y"!Y-+'1'•'p �'.'1`p'p'O"o"f'•'•t"f"f"e ���
14�
:+rprpr {:'--1 iofipilp+ipipifierfipifipifi+•pi+ipieil� . �f
-. f•� ff� 1p►epr!+!p•ppppp.•f!•flplpofep• _. _'
f�rff f!+ i+fp++� �!!f!l+lffl�►. ► • p+pff!►p��
+. • , 1eeeleef r
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
TENSION ROD PAPE "
DATE
CHAIN LiNK FENCE AND GATES
600-1
& TIGHTENER
SHEET 2 OF 3
AECOIi�
1131 W. SIXTH STREET. SUiTE 350, ONTARIO, ca 91762
PHONE: (909) 933-5225 FAX: (909) 933-5228
CITY OF FONTANA, CALIFORNI
STIFFENER
GUSSET
2.4 m (8'
PACIFIC ELECTRIC INLAND EMPIRE TRAIL IMPROVEMENT
MAX O.C.
DRAWN BY:
STANDARD DETAILS
_
SCALE:
1" = 20•
900 mm
PLUNGER ROD
(36"}
DATE:
03/30/09
CHECKED BY:
AP R VED BYE , '�
�
PLUNGER CUP IN
1 ]
35
(� 0,03 m3 (1 CF) PCC
POST OD + 200 mm (8")
A TEF
WALK GATE DRIVE GATE
CITY ENGINEER R.C.E. 51152 PATE;
,DD mm (4")
1
100 mm
(4")
o 10 mm (3/8")
PIPE
PLATE
TENSION
POST
BAR
3 mm (1/8")
GUSSET
x 1
x 125
mm
mm
300 mm (12")
(5"
x 5")
NON -SHRINK
FOR LINE
TIE
WIRE
GROUT •
POSTS,
ELSE 50 mm 100 mm
450 mm (18") (2) (4")
bJ
CHAIN AND
LOCK
50 mm
i
(2") R
")
CUT-OUT
3 mm
25 mm (1 GREATER
THAN PIPE OD
`
POST --'
EMBEDMENT 0 RE
x 3
--300 mmm
s -R PLATEB )
(#5 x 12')
PLUNGER CUP
ISOMETRIC
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
DATE
CHAIN LiNK FENCE AND GATES
600-1
DATE
SHEET 2 OF 3
POST 8' MAX POST
TYPICAL FENCE ELEVATION
2" SQUARE x 0.188"
TOP RAIL (TYP.)
2" SQUARE x 0.188"
3/4" SQUARE
2" SQUARE x 0.188"
12" CURB PER CITY OF FONTANA
STANDARD PLAN NO. 1003 AND AS
MODIFIED BELOW
i�-
.„. FINISH
GRADE
#3 � ®�
® 12"
1. FABRICATE PANELS AS A UNIT. WELD AND GRIND SMOOTH ALL JOINTS.
2. APPLY ZiNC-RICH PRIME COAT AFTER WELDING PANELS TO POSTS. CLEAN
GRIND SMOOTH. TOUCH UP PRIME COAT.
3. APPLY 2 (OATS SEMI -GLOSS RUST RESISTANT ENAMEL BY ELECTROSTATIC
SPRAY METHOD AFTER ERECTION OF FENCE. COLOR PER PROJECT PLANS.
4. TUBING SHALT. BE ASTM AM, GRADE B.
FENCE
SCALE: N.T.S.
12" CURB
REV.
Q O
0 K 14103'45'29".
_
DIAL TWO WORKING
BEFORE DAYS BEFORENATIONAL
YOU DIG YOU DIG
TOLL FREE 1 -800-227-Z6OO
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
BASIS OF BEARING
THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CGS -83), ZONE 5, EPOCH 1992.88, BETWEEN oQ,�pEESS/p�
SAN BERNARDINO COUNTY SURVEYOR'S GPS STATIONS 21128 AND 21289, BEING GRID AZIMUTH OF 4�• �E NqFT��
GRID VALUES WERE HELD FOR ALL POINTS, HOLDING SAN BERNARDING COUNTY GPS a� �� 9
v, r
POINT 21128 AS THE POINT OF ORIGIN. ALL POINTS WERE THEN ROTATED TO HOLD THE GRID AZIMUTH BASIS. -- Z
BENCHMARK w No. 64286 m
* Exp. 6/30/09 *
GEODETIC VERTICAL DATUM OF 1929 (NGVD-29) BASED ON SAN BERNARDINO �?
9r crv1,� ��
COUNTY GPS POINT 21129 FOR VERTICAL CONTROL, ELEVATION = 1319.336 AND F FO
VERIFlED TO MATCH SAN BERNARDINO COUNTY BENCHMARK 478 (ECFV. 1275.152) PER
CiIY OF FONTANA CIVIC CENTER PARK -PHASE 1.
AECOIi�
1131 W. SIXTH STREET. SUiTE 350, ONTARIO, ca 91762
PHONE: (909) 933-5225 FAX: (909) 933-5228
CITY OF FONTANA, CALIFORNI
PACIFIC ELECTRIC INLAND EMPIRE TRAIL IMPROVEMENT
DRAWN BY:
STANDARD DETAILS
_
SCALE:
1" = 20•
Prepared Under The Supervision Of :
__,..,_._.------�`---�"-'� �
DOte : ��/�
DESIGNED BY:
DATE:
03/30/09
CHECKED BY:
AP R VED BYE , '�
�
DRAWING NO.:
3951
1 ]
35
A TEF
AFTALI
CITY ENGINEER R.C.E. 51152 PATE;