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LEN./DIST.
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N 450 05' 59"W
33.66
Os
45°01'32"
45.00
35.36
18.65
OC
N 89052'299'E
568.31
0
N 450 07' 31 "W
19.80
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N 28019'0199E
29.57
0
N 890 52' 29��E
25c).9a
0
N aq0 52, 29.1a
317.33
KNOX AVENUE
WHITEWOOD DRIVE
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LINE A
SEE SHEET NO.3
98
23'
- 6'
et•[+r'r-ems �.1MCMA- .e-r-:�cr. �� ter: + ..
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SECTION A -A
See note -04
2s'
.
I•�stn Plan Plow,1306' .
! l — for detai
Grading Plan
IPlace
two 2' weep holes at 12 c -e
in C.B. Fill bkbwoop Grading
Plane and coirc.depression
will be base material.
6' L 3'
IB_
3 Ir ,I 3
A
as
StrOlOtlt \-
Normal
gutter width 'a - . I o
Normal street 04-3'-0" i 12" 0. C. b g" 8 b (b� —
ere= slope
. �wtl,n at
curb return
PSN Transition we to 1/2 delta
cw
of curb return.
Street 4'
cross 3100,
r
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SECTION B-8
I. Local depression shall not be constructed until
connecting curb and gutter has been completed
or shall be constructed monolithically with
connecting curb and gutter, unless othetwise
approved by the engineer.
2. Local Depression shall conform to same shape
Point 6 to IO CF Trans. e' to 12' CF Trans. whether grate inlet or curb opening, or both,
Distance blow T.C. Distance below, T.C. are used.
a ..38' .50' 3. Length of opening L" shall be specified on plans.
b .34' .47' 4. Both ends of depression shall besymmetrical
Based on 1.7% street aossfall. about q of opening In sump eonditlon.
LOCAL DEPRESSION
NOTES
I. Type A local depression shall be used adjacent to driveway depressions only.
2. Use of Type A local depression may require lengthening of inlet to provide, adequate
hydraulic capacity.
I • gOrTOM OF ' X'
OUTSIDE FACE OF
%CATCH BASIN.
3' MIN
i
C.E t I"
C E' t 4".%
W P J W P JSIDE WALK -
t •
ISTD CURB 9 GUTTER RAMP NF�==:
—
—
wPJ
'W.X,
3' MIN.
WPJ
CATCH BASIN -D
D
LOCAL DEPRESSION TYPE O.C.E.MA. STD. 1308
NOT TO SCALE
. &RECORDCONSTRUCTION NOTES:
O . CONST. 36 R.C.P. [D -LOAD AS NOTED) BENCH MARK: -NO. 360 BASIS OF BEARINGS:
THE BEARING OF N 89 61'00" E FOR C I TY OF FONTANA , CAL I FORN I A
O
CONST. 2-1" R.C.P. (D- LOAD AS NOTED) CITY OF FONTANA BENCH MARK # THE NORTH LINE OF THE SE 1/4 OF
360 A NAIL IN POLE #1536704E SECTION 36. TIN, R6W. S.B.M. AS PUBLIC WORKS DEPARTMENT
AT SOUTHWEST CORNER OF LIME SHOWN ON TRACT NO. 3348. M.B.
AVE AND BASELINE AVE. 47/14-16 WAS USED AS THE BASIS OF SCALE:
2 _ QDD RE ORD DArA IMFO �° 3i ° ELEVATION:— 1376.03 BEARINGS FOR THIS MAP. DRAWN BY : •
12 CONST. CATCH BASIN cL = 14') PER DETAIL ON SHEET �, STORM DRAIN PLANS
PREPARED IN THE OFFICE OF Q���ESS/�/y PLOTTER HOR: 1 "= 40'
2�
CONST. JUNCTION STRUCT . TYPE I. PER 0 . C . E . M . A . STD. 1310 (SEE SHT .10) MADOLE AND ASSOCIATES. INC. �O g. rvia '�1( DESIGNED:
CONSULTING CIVIL ENGINEERS �� ��`° �` s �� R B �j VI RGINIA DRIVE VER: 1 "= 4'
31 CONST. LOCAL DEPRESSION PEP. DETAIL OM S1-IEET �I AND LAND PLANNERS o5r_0 cc° ,� ,�
SANTAr"
B20 ANA . E.
CALIFORNIA 892701 No.. 2943'3 �' � CHECKED: STA , 3+33,10 T 0 STA, 10 + 0 0 , 0 0 DATE:3 / 1/ 90
PHONE 1714) 835-2548 Exp.. 3- 31- 5 • '
JOB NO. DWG. NO. SHEET NO-.
/,? / -
ENGR' S CITY E OF CA�-�F 142-609 APPROVED I�.�") 6 OF 90
REVISIONS APPROVAL DATE APPROVAL DATE R , � MANAL ASTAS R.C.E. 29 438 DATE �� CITY ENGINEER R.C.E. *54ZS/