HomeMy WebLinkAbout2688-20) <
0)" -
Ln
10)
T
Ln
CD
LATERAL PRORUS
I t I I I I I I t
4ZT-A- -1-9- CZ -A-4----
R
=T
I11
--- - ------ --- - --- ----- ----
t ou
+
T
. . . . . .
L
----------
=
TT
A->
fill
:7-
I - -- --- - ------ 77, --F -- - ------- -------
I=L
7
7-
4
-T
1
-4 -4- -14J -lL;1
000
41- 77-1
D 4
---- ---------- - -- ------ --- ---- --- —4- -4 T- I
F
T t I
74— -77-
-7-
t t 77-777
� i,
-4 77 r
4-
J..
-4
4-
77—
CONTRACTOR TO VERIFY 4- U)
LOCATI ON AND ELEVATION
j
...... F
-4
�IF
- -- ---- 7 51�
OF EXISTING PIPE
IN THE I I -T-
FIELD AS FIRST ITEM
-------
T
------ ------ -
PROFILE SCALES
ILI t
T1-
CD T -- ----- HORIZ. 1 40' + 4- L
L
VERT. 1 41 4- --- 4
+
10
1 1 12 13 14 15
16
r
LEGEND:
M -r
DAY CANYON DRIVE
-
U- CD C-) L4 4- _j (0 LO Lq �-- LL- 0
C2 Co IN Lq 0 00
C� nt r�, >
SEE SHEET NO. 3
SCALE: 1 "=40'
ESMT
LO co
(3 r- + 00 Ito + 01-t
1:6 0 r -z Lo -r, 0 06 r--: L0 LO + L0 to Oil U�
to IT- 3.1 Cq
7
00 1 60.8
TC TOP OF CURB ELEVATION
F S FINISHED SURFACE ELEVATION
FL FLOW LINE ELEVATION
LO Co + 0 q-*
r*,:
+
UU co co C" LO C]o 00
- C)
+
0 r- 00 r-
UNO
10
CD
I i CD I+
C" -
(.0 Co w co ri T-
U-3
+ 'W--- a co LO r-
+ + R A
FG FINISHED GROUND ELEVATION
C) d- +
C1 _j j
DAYLIGHT LINE
URB/FACE
>< <
9 01
TRACT BOUNDARY PROPERTY LINE
GUTTER
LINE
(n
"Gol
En- En En Cn
M . 1�- .
j-:
En En En 00
1% DIRECTION OF FLOW AND GRADE RATE
—R— RIDGE LINE
00
14- DETAIL
M
-y—
LO LO,
NO SCALE
STA. 10+25.92 EC
. — 1 2
r1l 1
y INDICATES
i I �, i
S +
T - 10 10.90 LAT "G
-S 7 f%
+
INDICATES RETAINING WALL
EX. WATER
S
14+00
TA. 10+02.43 B T H"===1
- -------
LO -Lot P00'011'031
2
80 PROPOSED FINISHED GRADE CONTOUR
ST. STA. 3+02.11
Cd w <
'80) ING CONTOUR
1\ EXIST
Ili I CD A
--,ST.. STA. 2+92.15 CD
... 0 x
01
NTS NOT TO SCALE
Cq
11
M
0-,
5
14
-.6
co
00 C" .
C) rl_ U-) LO
+
r�- n
co C*4
r..
S.D. STA. 15+61.01
BC
PHASE LINE
MH MANHOLE
to -i
LL LL.
C-4 r< -t 11
n> M
to 0 c6. nw
LO -r--
106 LO r-� r -z C*4 od r,:
to In -I-
U-) + +--d-8
C)
TORq DRAIN C) (6 -i C:) Lo
PER DRAWING NOA632 ;z (n co
-1 Ui
SHT. NO. 4 &5 6F 6 -ce < M U .14 -
FM
S.D. STA. 15+72.54
EC
SEE GRADING PLAN
is JUNCTION STRUCTURE
TS TRANSITION JUNCTION STRUCTURE
LAT LATERAL
14- 0 I[
n �? 00
(n En
+
Ui .1 -.4-
SD STORM DRAIN
LO ..q. CN
+ .6 P-:
C:) L0
LO
4
V)
1
001111,
17
1 (n Uj C <
(PLAN NO.B98060)
\(9
S SEWER
W WATER
GUTTER
LINE
(n V)
Cn
cri
C"
C) A
r- 7
14 13 6 +
-"j
V) T-
-LEAVE OUT ONE BLOCK AT
THE LOWPOINT OF WALL BOTTOM
FLOW
BC BEGINNING OF CURVE
EC END OFCURVE
GB
CB CATCH BASIN
LL-
00 DETAIL ;PH'$. 011
rz
C/)
00
1 12
INV INVERT
LO NO SCALE LO
- 5 00
t*40
PRC POINT OF REVERSE CURVE
I
BUNKER HILL PL.
vv�VESS/d &RECORID DRA.WitQ
L R N
,CURVE TABLE
8 The information on this dfa**ng is ablaW ft= ofts at
CO a
NO. in the field by anyone prior to use or
Number Delta Radius Length Tangent
59*49,33" 22.50' 23.49' 12.94'
CO24573 constructon. HALL & FOREMAN, INC. is not responsbe fdr
TO VERIFY
09
40' 40' 80, 120'
29*22'46 171.50' 87.94' 44.96'
Ekp. 12-31 -6S underground faciw locations or depictions, All above gmund
facilifies can be readi� seen and verified by the parfim ft
DEPTH & LOCATION OF
GRAPHIC SCALE: 1"=40'
29*22'46" 22.50' 11.54' 5.90,
vp CM
OF CALI� intend to use same.
EXIST. 36" RCP PRIOR
TO CONSTRUCT`ION.
CONSTRUCTION NOTES
CITY OF FONTANA, CALIFORNIA
1 CONST. 18" DIA. R.C.P., D—
2 0- CONST. 36 DIA. R.C.P., D—
0,
41111
LATERAL TABLE A o�q 0-414 Ad 9-04 FM
r-EbS MEN &
"G"
Inc.
PLAN SCALE:
5 CONST. T.S.—PIPE TO PIPE PER APWA STD. 340-1. SEE SHT.5
LAT. — N55040'19"W
LAT. "H — N61006'13"W —
— 26.63 LF so lex,
21.70 LF
mor
E.0
HORIZ: 1" 40'
OLLAR FOR PIPE PER APWA STD. #380-2. SEE
&CONST. CURB INLET CATCH BASIN, (W=WIDTH PER PLAN)
SHT.6
A Civil Engineering -
Planning - Surveying Public Works
DESIGNED BY 49
VERT:
C. N. & E. 0.
PER CITY OF FONTANA STD. 121
Ld R
ce- No. 24573 545 N. Mountain Ave. Ste. 106 Upland,
CA 91786-9997 .(909) 982-7777
FOR DATE:
12 CONST. MANHOLE—PIPE TO PIPE PER APWA STD. #322-1. SEE SHT.5
14 CONST. BRICK AND MORTAR END PER GRADING PLAN
Exp. 12/31/01
D UNDER THE SUPERVISION OF:
civt
TRACT NO. 15957-3, —4, 11111111115 11/10/98
—
CONST. S.D. CONCRETE PIPE SLOPE ANCHOR O.C. STD. PLAN 1333.
SEE DETAIL ON SHT.6
eor- C
ENGIR'S.
JOB NO. DR. NO. SHT. NO.
APPROVED
REVISIONS DATE CITY DATE
I 1 RICHARD L. BOWMAN R.C.E. 24573 DATE:
5195 2600 2 OF 6
�W- is CITY ENGINEER R.C.E. No. 25126 ow
0) <
0)" -
Ln
10)
T
Ln
CD