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CURB OPENING CA'CH BASIN WITH
GRATING AND 11:11 SKIMMER
HE ENCE POINT
CURB FACE
POINT A
GUTTER PO I NT E_:;��e
REF. POINT: 8+40.82LT/8+50.83RT
POINT A: 2008.41; 8+35.32LT/8+56.33RT
POINT B: 2008.05; 8+40.32LT/8+5i.33RT
POINT C: 2008.04; 8+47.32LT/8+44.33RT
POINT D: 2008.40; 8+53.32LT/8+38.33RT
POINT E: 2008.54; 8+30.32LT/8+61.33
POINT F: 2008.56; 8+35.32LT/8+56.33RT
POINT G: 2008.55; 8+53.32LT/8+38.33RT
POINT A ......
STRAIGHT GRADE
VALLEY I
POINT F
5+00
)*\� P 0 1 N T G
CURB FACE
GUTTER
LOCAL DEPPESSIONS AT CATCH BASINS
APWA—SOUTHEPN CALIFOPNIA CHAPTEP
STANDARD PLAN 3t3-1, PLAN D
SCALE: tl'=5/
EXISTING GROUND
SAN BERNARDINO COUNTY CITY OF FONTANA
SO. CAL. EDISON P.M. NO. 14890
2 5'
1 .0
VAR I ES 6' VAR I ES 5' 12. 51
4' TO 2 3. 6' LULI 5. 2" TO t6. 2
12. 5' 12'
—0. 5' 0. 51
LEVEL L NE
1%
1� - 2 X1 7
P.C.C. DRAIN PER DETAIL
STORM DRAIN PLANS
..7 ---------- FJAU
7�_, -Z
6" CURB & GUTTER
PER C I TY STD. NO. 1003
PER WALL PLANS
PH I VATE DR I VE 11 C11
TYPICAL SECTION
PP I VA TE DP VE It C11
STA 7+83.84 TO 8+38 9+02 TO tO+OO
SCALE: V=10/
6+00 7+00
cm
g
ro IC)
cf)
BEGIN STREET
LOT 8
8+00 9+00
SEE STORM DRAIN PLANS
ae
C=)
C:)
c_j
I
PP / VA TE DP / VE " C"
to+oo
It+00
SEE GRADING PLAN
WALL & FENCE DETAILS
L 7%FL
24%
4A
PA f -V ATF-.--DR1 --V--E.--1 G.'
t2+00
L= t 3. 86'
L=3. 93'
END SJREET IMPROVEMENTS,,. --
S T A 110"+11101 0
0 20 40 80 HO
SCALE: I"=40'
A�V
'a
a] N so Of Hisle 111
SPSN # 00487, R. R. SP IKE IN P. P.
# i38839E AT THE INTERSECTION OF SIERRA
AVE. & RIVERSIDE AVE., 30 FT. EAST OF
SIERRA, 116 FT, NORTH OF RIVERSIDE ON
LINE & PARALLEL TO POWER LINE; 3 MILES
NORTH OF HIGHLAND AVE. ALONG SIERRA AVE.
ELEV. = 1969. 3730
6of
5/
D
L
N
CURB
OPENING CATCH BASIN
WITH
MANHO
IN STREE T
0
le
CURB & GUTTER,
PO I NT C
I
PONT D
z;j- M::
STD. NO.
STRAIGHT GRADE VALLEY
0
)*\� P 0 1 N T G
CURB FACE
GUTTER
LOCAL DEPPESSIONS AT CATCH BASINS
APWA—SOUTHEPN CALIFOPNIA CHAPTEP
STANDARD PLAN 3t3-1, PLAN D
SCALE: tl'=5/
EXISTING GROUND
SAN BERNARDINO COUNTY CITY OF FONTANA
SO. CAL. EDISON P.M. NO. 14890
2 5'
1 .0
VAR I ES 6' VAR I ES 5' 12. 51
4' TO 2 3. 6' LULI 5. 2" TO t6. 2
12. 5' 12'
—0. 5' 0. 51
LEVEL L NE
1%
1� - 2 X1 7
P.C.C. DRAIN PER DETAIL
STORM DRAIN PLANS
..7 ---------- FJAU
7�_, -Z
6" CURB & GUTTER
PER C I TY STD. NO. 1003
PER WALL PLANS
PH I VATE DR I VE 11 C11
TYPICAL SECTION
PP I VA TE DP VE It C11
STA 7+83.84 TO 8+38 9+02 TO tO+OO
SCALE: V=10/
6+00 7+00
cm
g
ro IC)
cf)
BEGIN STREET
LOT 8
8+00 9+00
SEE STORM DRAIN PLANS
ae
C=)
C:)
c_j
I
PP / VA TE DP / VE " C"
to+oo
It+00
SEE GRADING PLAN
WALL & FENCE DETAILS
L 7%FL
24%
4A
PA f -V ATF-.--DR1 --V--E.--1 G.'
t2+00
L= t 3. 86'
L=3. 93'
END SJREET IMPROVEMENTS,,. --
S T A 110"+11101 0
0 20 40 80 HO
SCALE: I"=40'
A�V
'a
a] N so Of Hisle 111
SPSN # 00487, R. R. SP IKE IN P. P.
# i38839E AT THE INTERSECTION OF SIERRA
AVE. & RIVERSIDE AVE., 30 FT. EAST OF
SIERRA, 116 FT, NORTH OF RIVERSIDE ON
LINE & PARALLEL TO POWER LINE; 3 MILES
NORTH OF HIGHLAND AVE. ALONG SIERRA AVE.
ELEV. = 1969. 3730
Dwf 4$3 //4
CONSTRUCT
I ON NOTES.
0
CONSTRUCT
CURB & GUTTER,
6" FACE
PER C I TY
STD. NO.
1003
0
CONSTRUCT
4" A. C.
PAVEMENT
0
CONSTRUCT
DRIVEWAY
@ STA 8+69.90 LT
PER CITY
STD. NO.
t02-131 W=15"
0
CONSTRUCT
LOCAL DEPRESSION
@ STA 8+45.88
LEFT
& RIGHT
PER APWA
STD. 313-1,
CASE D
CURB FACE
611 H=411
, DETAIL SHT 3
0
CONSTRUCT
STANDARD
BARRICADE PER
CITY STD.
NO. t18,
L=20"
CONSTRUCT
STANDARD
BARRICADE PER
CITY STD.
NO. It8s
L=36"
Dwf 4$3 //4