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LINE
LENGTH
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all
49.15
N63`12'31 "E
lul
62.10
N 66'26' 07"E
F6_4_1
73.09
N64'34'1 2"E
65
76.63
N57'29'36"E
ml
67.95
N56'17'29"E
67
100.75
N54°22'06"E
68 1
67.16
N57'28'26"E
69
30.43
N53°59'40"E
ml
80.631
N 51 *16"1 8"E
F7_1FI
36.04
N26'229261*E
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1 11 off1/ 11 /1 -$-! # +
BENCHMARK
SAN BERNARDINO COUNTY
B.M. OF 627, NAVD 88
ELEVATION: 1011.70 FEET
CONSTRUCTION NUTES
86 CONSTRUCT DROP -INLET STRUCTURE PER DETAILS AS SHOWN ON SHEET 13.
87 CONSTRUCT 15 L.F. OF CONCRETE TRAPEZOIDAL CHANNEL PER DETAIL 3 ON SHEET 12.
88 EXCAVATE AND FILL TO LIMITS AS SHOWN.
89 CONSTRUCT TRAPEZOIDAL CHANNEL (B=4, H=3, Z=1) PER PLAN AND PROFILE ON
SHEET 13 AND DETAIL 3 ON SHEET 12.
9� CONSTRUCT 4–INCH DIA. STEEL DEBRIS POSTS AT 2' O.C. PER DETAIL 2 ON SHEET 14.
93 PLACE 3' DIA. RIPRAP TO LIMITS AS SHOWN ON SHEET 13.
REV. REVISION DESCRIPTION DATE ENGR. I CITY I DATE
Q D
TOLL FREE 'qqmmwp'l -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
RECORD p AW11Vq
i
40' 0' 20' 40'
GRAPHIC SCALE: 1" = 40'
0
PROPOSED –
DROP–INLET
i
lu L 2 1/2"x 2% 1/4"
I
FRAME W/ ANCHOR BOLTS ---
GALV. AFTER FABRICATION
11
GALVANIZED STEEL GRATING -
• 35 TYPE W-19-4 (3EA 1 1/2"
X 3/16" X 751 X 24"W) e5
11
1125
1120
#4012 DOWEL
H=2'-5"
V=V -091
I 11
I 1
I .I
A
LINE TABLE
a
LINE
LENGTH
BEARING
all
49.15
N63`12'31 "E
lul
62.10
N 66'26' 07"E
F6_4_1
73.09
N64'34'1 2"E
65
76.63
N57'29'36"E
ml
67.95
N56'17'29"E
67
100.75
N54°22'06"E
68 1
67.16
N57'28'26"E
69
30.43
N53°59'40"E
ml
80.631
N 51 *16"1 8"E
F7_1FI
36.04
N26'229261*E
BENCHMARK
SAN BERNARDINO COUNTY
B.M. OF 627, NAVD 88
ELEVATION: 1011.70 FEET
CONSTRUCTION NUTES
86 CONSTRUCT DROP -INLET STRUCTURE PER DETAILS AS SHOWN ON SHEET 13.
87 CONSTRUCT 15 L.F. OF CONCRETE TRAPEZOIDAL CHANNEL PER DETAIL 3 ON SHEET 12.
88 EXCAVATE AND FILL TO LIMITS AS SHOWN.
89 CONSTRUCT TRAPEZOIDAL CHANNEL (B=4, H=3, Z=1) PER PLAN AND PROFILE ON
SHEET 13 AND DETAIL 3 ON SHEET 12.
9� CONSTRUCT 4–INCH DIA. STEEL DEBRIS POSTS AT 2' O.C. PER DETAIL 2 ON SHEET 14.
93 PLACE 3' DIA. RIPRAP TO LIMITS AS SHOWN ON SHEET 13.
REV. REVISION DESCRIPTION DATE ENGR. I CITY I DATE
Q D
TOLL FREE 'qqmmwp'l -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
RECORD p AW11Vq
i
40' 0' 20' 40'
GRAPHIC SCALE: 1" = 40'
0
PROPOSED –
DROP–INLET
i
lu L 2 1/2"x 2% 1/4"
I
FRAME W/ ANCHOR BOLTS ---
GALV. AFTER FABRICATION
11
GALVANIZED STEEL GRATING -
• 35 TYPE W-19-4 (3EA 1 1/2"
X 3/16" X 751 X 24"W) e5
11
1125
1120
#4012 DOWEL
H=2'-5"
V=V -091
I 11
I 1
I .I
A
PLAN
SCALE: 1"=2'
TRAPEZOIDAL
CHANNEL
#4 HOOP BF
& 1 IN COLLAR
(3 TOTAL)
I� _____
II I
II I
II 1
I ' 3"
CLR.
I I I I
3'-0" 4'-0" 39-0"
C
#4012 DOWEL
H=2'- 599
TRAPEZOIDAL
CHANNEL
9r
#4 HOOP, -3 I} --I .� II
B TYP CLR. 3
I
TYP. • I
Z .I I. I I
�— ------ �- .I •
I I
� i I
O
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I I
GALVANIZED STEEL GRATING
C° \� TYPE W-19-4 (3EA 1 1/2"
\, X 3/16" X 751 X 24"W) •I
I I
I i 5 CONSTRUCTION
11 JOINT, OPT •i ;•
-----------
0
--- ------ I
� N
PROPOSED
TRAPEZOIDAL
CHANNEL
1 TYP; ----
i
#4012 •1 --- i _ #4012
BW, BF 3" i 'e�' �`, ` i o BW, BF
�-I
CLR. 'i L i �\ i. 0
TYP. I \
°I 1 ° I � I •II I•
D D
I � I
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12" I 4'-0" I 12"T_
BW, BF
*-l!
LE: 1 "-2'
#4012 DOWEL, TYP
18" LONG CTR'D
12" 12"
COLLAR
C
CUT HORIZ &
VERT BAR 1"
FROM O.D. OF
42" RCP
#4 HOOPS -
BOTH FACES
#5@12
BW, BF
4'-099 1 12"
A SECTION
SCALE: 1"=2'
12" 4p-019 12"
I
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PLAN
SCALE: 1"=2'
TRAPEZOIDAL
CHANNEL
#4 HOOP BF
& 1 IN COLLAR
(3 TOTAL)
I� _____
II I
II I
II 1
I ' 3"
CLR.
I I I I
3'-0" 4'-0" 39-0"
C
#4012 DOWEL
H=2'- 599
TRAPEZOIDAL
CHANNEL
9r
#4 HOOP, -3 I} --I .� II
B TYP CLR. 3
I
TYP. • I
Z .I I. I I
�— ------ �- .I •
I I
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O
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I I
GALVANIZED STEEL GRATING
C° \� TYPE W-19-4 (3EA 1 1/2"
\, X 3/16" X 751 X 24"W) •I
I I
I i 5 CONSTRUCTION
11 JOINT, OPT •i ;•
-----------
0
--- ------ I
� N
PROPOSED
TRAPEZOIDAL
CHANNEL
1 TYP; ----
i
#4012 •1 --- i _ #4012
BW, BF 3" i 'e�' �`, ` i o BW, BF
�-I
CLR. 'i L i �\ i. 0
TYP. I \
°I 1 ° I � I •II I•
D D
I � I
I I
12" I 4'-0" I 12"T_
BW, BF
*-l!
LE: 1 "-2'
#4012 DOWEL, TYP
18" LONG CTR'D
12" 12"
COLLAR
C
CUT HORIZ &
VERT BAR 1"
FROM O.D. OF
42" RCP
#4 HOOPS -
BOTH FACES
#5@12
BW, BF
4'-099 1 12"
A SECTION
SCALE: 1"=2'
12" 4p-019 12"
C SECTION
SCALE: 1 "=2'
TRAPEZOIDAL
CHANNEL
#4012
BW, BF
#4012"
BW, BF
TYP.
12" 49-0" 12"
�-- 19 _ 691 5'
--
(TYP f" 1-2 -C-4
I�-�----�----�--- �---,�-�
'�- �'--- ---- ----------- #5 1'-6"
II I I II
RECORD DRAWING I "
II I I II
II I I II
II II
THESE RECORD DRAIVINGS :iAVE BEEN-•^FOARED. IN " I1° .i 1� 'I
PART, ON THE BASIS OF INFORMATION Cc•?:iP!�En AND CLR. 3>9 CLR.
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
® ,.� • RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH I TYP. ;.� CLR. TYP. CLR.
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS f TYP. TYP.
A RESULT THEREO " 1
®I
I. .1
I I #4012
' ' I BW, BF
• - 1
II I I II
I No.C --�-- —�--11
04 it MI Ir M
9 (TYP) ''tl 1
0 • II #4012 DOWEL, TYP iv
• ® _ 18" LONG CTR'D •
_- RECORD DR4W/NG PREPARED #4 HOOP,
Z'11_
S 8Y MADOLE• AlvV AS'Soc/,475S TYP
899 39-699 899
1 DEBRIS POST PLAN �` As u � t MIN MIN
�,fi w arDSECTION
SCALE: 1 -8
E9
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
yv--f z.?&" L . /Wi4TSC/RU p4T SCALE: 1 =2
RCE 36637
PLAN PREPARED BY: CITY OF FONTANA, CALIFORNIA
QROFESSIpNq VAN DELL AND ASSOCIATES, INC.
vl<<xF��, CIVIL ENGINEERS ON-SITE STORM DRAIN PLANS, TRACT NO. 17027
it m SURVEYORS LAND PLANNERS
DRAWN BY: OFFSITE COLLECTOR CHANNEL, TR. 17027 SCALE:
Q No. 055210 17801 CARTWRIGHT ROAD TWH TRAP ZOIDAL CHANNEL REACH 2 AS SHOWN
* Exp.06-30-06 * IRVINE CA 92614 (949) 474-1400 DESIGNED BY: DATE:
3UPEFtV1310P1
RTC ST .150+00 T STA. 156+43.93 08/05
CIVIL 0�� .
OF C��F � /� fZ� KED BY: APPR D BY: DRAWING NO.: 1
` ! lBrVr DDV DcYij 3882 I
D IEL D. LLINES R.C.E. 55210 DATE Y ENGIN R. ;.E. 51152 DATE:
I I I I I
I I I I I
I I I
I— i ----
I I
I I I
I I I 1 I
�
r
.I
,r
r
i I I I
C SECTION
SCALE: 1 "=2'
TRAPEZOIDAL
CHANNEL
#4012
BW, BF
#4012"
BW, BF
TYP.
12" 49-0" 12"
�-- 19 _ 691 5'
--
(TYP f" 1-2 -C-4
I�-�----�----�--- �---,�-�
'�- �'--- ---- ----------- #5 1'-6"
II I I II
RECORD DRAWING I "
II I I II
II I I II
II II
THESE RECORD DRAIVINGS :iAVE BEEN-•^FOARED. IN " I1° .i 1� 'I
PART, ON THE BASIS OF INFORMATION Cc•?:iP!�En AND CLR. 3>9 CLR.
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
® ,.� • RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH I TYP. ;.� CLR. TYP. CLR.
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS f TYP. TYP.
A RESULT THEREO " 1
®I
I. .1
I I #4012
' ' I BW, BF
• - 1
II I I II
I No.C --�-- —�--11
04 it MI Ir M
9 (TYP) ''tl 1
0 • II #4012 DOWEL, TYP iv
• ® _ 18" LONG CTR'D •
_- RECORD DR4W/NG PREPARED #4 HOOP,
Z'11_
S 8Y MADOLE• AlvV AS'Soc/,475S TYP
899 39-699 899
1 DEBRIS POST PLAN �` As u � t MIN MIN
�,fi w arDSECTION
SCALE: 1 -8
E9
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
yv--f z.?&" L . /Wi4TSC/RU p4T SCALE: 1 =2
RCE 36637
PLAN PREPARED BY: CITY OF FONTANA, CALIFORNIA
QROFESSIpNq VAN DELL AND ASSOCIATES, INC.
vl<<xF��, CIVIL ENGINEERS ON-SITE STORM DRAIN PLANS, TRACT NO. 17027
it m SURVEYORS LAND PLANNERS
DRAWN BY: OFFSITE COLLECTOR CHANNEL, TR. 17027 SCALE:
Q No. 055210 17801 CARTWRIGHT ROAD TWH TRAP ZOIDAL CHANNEL REACH 2 AS SHOWN
* Exp.06-30-06 * IRVINE CA 92614 (949) 474-1400 DESIGNED BY: DATE:
3UPEFtV1310P1
RTC ST .150+00 T STA. 156+43.93 08/05
CIVIL 0�� .
OF C��F � /� fZ� KED BY: APPR D BY: DRAWING NO.: 1
` ! lBrVr DDV DcYij 3882 I
D IEL D. LLINES R.C.E. 55210 DATE Y ENGIN R. ;.E. 51152 DATE: