HomeMy WebLinkAbout1651-12GOIJS�'RUCTIOI�I
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INGWALL STA. 214+50
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CHANNEL SECTION FENCE END POST( = SEE PLAN ON DRWG. 2 ) ON TOP- OF CHANNEL 6� HIGH CHAIN LINK FENCE
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PROVIDE TYPE "C" .I/2" TOP OF WINGWALL FOOTING
THICK PREMOLDED M -
EXPANSION JOINT
MATERIAL IN WINGWALL
PER, FCD STD. PLAT 165 y,
(TYPICAL ALL WINGWALLS)
(SEE STA. 214+50 ON DRWG. 2 & ENLARGED PLANS ON DRWGS3- & 9FOR LENGTHS).
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PARTIAL PLAN.
( FOR WING WALLS AT 90°)
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REVISIONS
CITY OF FONTANA SAN BERNARDINO COUNTY
• _ �
MARK DATE DESCRI PTION BY FLOOD CONTROL DISTRICT
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APPROVED SAN SEVAINE CHANNEL
;
CITY ENGINEER, RCE. 18932 DATE '
r �LI� y4A r} •� r.� .t''4 ice. .`.7
WINGWALL DETAILS
BILL MANN a ASSOCIATES
1814 COMMERCENTER , WEST, SUITE A .F.
SAN - BERNARDINO, CA. 92408 PROJECT ENGR. DRAWN BY DESIGNED BY t
(714) 885-4309 MISCELLANEOUS DETAILS
3.3 Q..
SUBMITTED BY:
t, `14326 _ 1/12/87 DIv1s1 N
�L C. R.C.E. N0, DATEAHIFT FLOOD CONTROL RECOMMENDED BY:
DESIGNED BY M CHECKED BY B M
DATE F.B. REF FILE NO. DRWG. N0.
APPROVED BY:
1/1,2/87
" 12 OF 19 .
DRAWN BY G M JOB No- 85 -4 4
0 TR L EER
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GOIJS�'RUCTIOI�I
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r.
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r . q b
(SEE ENLARGED PLANS ON DRWG, _Q_ & _9t. FOR LENGTHS)
x --x X TOP OF WINGWALL-
STA.
INGWALL STA. 214+50
BEGINNING OF
CHANNEL SECTION FENCE END POST( = SEE PLAN ON DRWG. 2 ) ON TOP- OF CHANNEL 6� HIGH CHAIN LINK FENCE
..r
WALLS (STA. 214+50)
PROVIDE TYPE "C" .I/2" TOP OF WINGWALL FOOTING
THICK PREMOLDED M -
EXPANSION JOINT
MATERIAL IN WINGWALL
PER, FCD STD. PLAT 165 y,
(TYPICAL ALL WINGWALLS)
(SEE STA. 214+50 ON DRWG. 2 & ENLARGED PLANS ON DRWGS3- & 9FOR LENGTHS).
a
PARTIAL PLAN.
( FOR WING WALLS AT 90°)
010
' a='CS� STA1�l ARU 'P LXr, 1 to S
CA,L.'Te A -Me, , 5 M. r> S4
-
REVISIONS
CITY OF FONTANA SAN BERNARDINO COUNTY
• _ �
MARK DATE DESCRI PTION BY FLOOD CONTROL DISTRICT
Ov
APPROVED SAN SEVAINE CHANNEL
;
CITY ENGINEER, RCE. 18932 DATE '
r �LI� y4A r} •� r.� .t''4 ice. .`.7
WINGWALL DETAILS
BILL MANN a ASSOCIATES
1814 COMMERCENTER , WEST, SUITE A .F.
SAN - BERNARDINO, CA. 92408 PROJECT ENGR. DRAWN BY DESIGNED BY t
(714) 885-4309 MISCELLANEOUS DETAILS
3.3 Q..
SUBMITTED BY:
t, `14326 _ 1/12/87 DIv1s1 N
�L C. R.C.E. N0, DATEAHIFT FLOOD CONTROL RECOMMENDED BY:
DESIGNED BY M CHECKED BY B M
DATE F.B. REF FILE NO. DRWG. N0.
APPROVED BY:
1/1,2/87
" 12 OF 19 .
DRAWN BY G M JOB No- 85 -4 4
0 TR L EER
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JolmT
,,
n41IO 13Alzs @ 1 l' O.C.
• �4- 13AR� @ )2 O.C. '
r.
"4 BAQ.
r . q b
(SEE ENLARGED PLANS ON DRWG, _Q_ & _9t. FOR LENGTHS)
x --x X TOP OF WINGWALL-
STA.
INGWALL STA. 214+50
BEGINNING OF
CHANNEL SECTION FENCE END POST( = SEE PLAN ON DRWG. 2 ) ON TOP- OF CHANNEL 6� HIGH CHAIN LINK FENCE
..r
WALLS (STA. 214+50)
PROVIDE TYPE "C" .I/2" TOP OF WINGWALL FOOTING
THICK PREMOLDED M -
EXPANSION JOINT
MATERIAL IN WINGWALL
PER, FCD STD. PLAT 165 y,
(TYPICAL ALL WINGWALLS)
(SEE STA. 214+50 ON DRWG. 2 & ENLARGED PLANS ON DRWGS3- & 9FOR LENGTHS).
a
PARTIAL PLAN.
( FOR WING WALLS AT 90°)
010
' a='CS� STA1�l ARU 'P LXr, 1 to S
CA,L.'Te A -Me, , 5 M. r> S4
-
REVISIONS
CITY OF FONTANA SAN BERNARDINO COUNTY
• _ �
MARK DATE DESCRI PTION BY FLOOD CONTROL DISTRICT
Ov
APPROVED SAN SEVAINE CHANNEL
;
CITY ENGINEER, RCE. 18932 DATE '
r �LI� y4A r} •� r.� .t''4 ice. .`.7
WINGWALL DETAILS
BILL MANN a ASSOCIATES
1814 COMMERCENTER , WEST, SUITE A .F.
SAN - BERNARDINO, CA. 92408 PROJECT ENGR. DRAWN BY DESIGNED BY t
(714) 885-4309 MISCELLANEOUS DETAILS
3.3 Q..
SUBMITTED BY:
t, `14326 _ 1/12/87 DIv1s1 N
�L C. R.C.E. N0, DATEAHIFT FLOOD CONTROL RECOMMENDED BY:
DESIGNED BY M CHECKED BY B M
DATE F.B. REF FILE NO. DRWG. N0.
APPROVED BY:
1/1,2/87
" 12 OF 19 .
DRAWN BY G M JOB No- 85 -4 4
0 TR L EER