HomeMy WebLinkAbout2686-7__F
Tu
-.4 --------
-4- 1 .. :t- ___
T
A a -_
T_
__T:
4-
t H
_T
-:71 7 CD
+ -4 F -U1 -
A.- 4- -
_T_
+ -t- 1L M ------- -- _- -- --h
A INV +
T -
r -4- L IT
+
0) ------ Ln
0
T- -
-7
(C)
=tC- ___0_
00
L _7� _7=
- -- - ------ -
j tL T-
L 4 --
LJ
-V +C- =4
Ln
f -4 -j
j
<
-1.7 ICY)
t -A
T_ U
C))
t__ T
4- I I I _T__ - 't- - - -
- ----------------- -
__LLL ;4-
- - - LE
T_ T
Ln
:7
t --------- ------ 0
IL
77 SE
-U ---- - ------ -
__0
T
t j: 0:
-4 L T
------- CL
:T- 4- --I=
-4- 4�
--------- Cr T-7 T
T
-7 4
t7
C
r
T
t
7
�_JCF
T _4
t
L M 4
32a _F 7 1
T
4 I-7 7 _F\- F`7 7-
T_
t=0
a- 4 F) J_
Uj
4
-T. T
L=
0_4
T
tL_
L
r
tc-
- -------- ------ - ----
S PROFILE SCALE
HORIZ. 1 =40 VERT. 1 =4v
10 11 12 13 14 15
.NOTE:
SOME GRADE ELEVATION VALUES ARE
ABBREVIATED. WHERE AN ABBREVIATED
GRADE OCCURS, ADD 1200 TO THE
VALUE TO OBTAIN THE ACTUAL ELEVATION.
I
U
Noll
LL,
I
67
2.5 1 34.5'
'1�2.5
10. 1� 1122' L 22' 12 5'
F4
n
[2 U)
0
Cq
in
Co
00
x
Uj
Ld
U)
<
00
Y Cq
Ld
Q 00
co
DAYCANYON DR.
SEE SHEET NO. 2
1
PAD=73.0
7
CONSTRUCTION NOTLES
M
CONST.
4" A.C. OVER 6" A.B. *FINAL SECTION TO BE DETERMINED AFTER ROUGH GRADING
2
CONST.
LO 0-i
L4 14:
.4-
10 0_j
F -u-
4" THICK P.C.C. SIDEWALK (W=4.5')
/I nc
CONST.
6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 101.
10
v--
CROSS GUTTER NTH #4 BAR @ 12" O.C. BOTH WAYS
.
W
't Lom
LO com
11
-7 >
00
Cq ON
Co
&CONST.
EASEMENT
C3 0
Cd r-
+ 6 6
0
to
+
0 66
@16
CONST.
RESIDENTIAL DRIVEWAY (MAX. 16') PER CITY OF FONTANA STD. DETAIL 102.
r- to
+
0
r -r-
U') 0 _j
LL.
STANDARD. MOUNTING HEIGHT SHALL BE 25 .
Cq
00
WATER LINE
p
n"I
00 to
R0.00,
Lr)
+
LO
U_ r..
U0 +
3
0
R/W LO
r,
+
+
000
+ 5' PUBLIC
UTILITY
00
(0
C93:
< CD EASEMENT
CC)
C:) Cn L4
Ln Cn b
06
(n c-:0
+LU 0 0
C1 w @ 16 C;
CURB
FACE --'O'
CD
19
1 18
GUTTER
LINE
U_
0)
04
DETAIL "All
6
NO SCALE
INT.
STA. 10+00.00 LAWRENCE PL.
=STA. 11+83.89 DAY CANYON DR.
.NOTE:
SOME GRADE ELEVATION VALUES ARE
ABBREVIATED. WHERE AN ABBREVIATED
GRADE OCCURS, ADD 1200 TO THE
VALUE TO OBTAIN THE ACTUAL ELEVATION.
I
U
Noll
LL,
I
67
2.5 1 34.5'
'1�2.5
10. 1� 1122' L 22' 12 5'
F4
n
[2 U)
0
Cq
in
Co
00
x
Uj
Ld
U)
<
00
Y Cq
Ld
Q 00
co
DAYCANYON DR.
SEE SHEET NO. 2
1
PAD=73.0
7
CONSTRUCTION NOTLES
01 -
CONST.
4" A.C. OVER 6" A.B. *FINAL SECTION TO BE DETERMINED AFTER ROUGH GRADING
2
CONST.
6" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 101.
3
CONST.
4" THICK P.C.C. SIDEWALK (W=4.5')
0202217
CONST.
6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 101.
C5 �-CONST.
MC) I _.:v-
Cn j,�LLI
CROSS GUTTER NTH #4 BAR @ 12" O.C. BOTH WAYS
.
IN GUTTER PORTION. (SIZE PER PLAN)
6
CONST.
ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 104A.
&CONST.
EASEMENT
CURB INLET LOCAL DEPRESSION PER CITY OF FONTANA STD.
W51 0. 0 0,
DETAIL
121.
@16
CONST.
RESIDENTIAL DRIVEWAY (MAX. 16') PER CITY OF FONTANA STD. DETAIL 102.
&7_5:�__
INSTALL
5800 LUMEN COBRAHEAD CUT-OFF, LUMINARE, MOUNTED ON A "MARBLE LIGHT"
'o
LO -
STANDARD. MOUNTING HEIGHT SHALL BE 25 .
.NOTE:
SOME GRADE ELEVATION VALUES ARE
ABBREVIATED. WHERE AN ABBREVIATED
GRADE OCCURS, ADD 1200 TO THE
VALUE TO OBTAIN THE ACTUAL ELEVATION.
I
U
Noll
LL,
I
67
2.5 1 34.5'
'1�2.5
10. 1� 1122' L 22' 12 5'
F4
n
[2 U)
0
Cq
in
Co
00
x
Uj
Ld
U)
<
00
Y Cq
Ld
Q 00
co
DAYCANYON DR.
SEE SHEET NO. 2
1
PAD=73.0
7
2
3
M
U " 0
PAD=74.0 Lo
Cq
PAD=75.0 -o
LU
0 0
0
C-4
LO +
0
0202217
+ > C)
+
+ 0
MC) I _.:v-
Cn j,�LLI
V_
CD
T_
0 1jub
B:: L.Li W
LLI
L)j 3
cf) C.41
Cf)
R/W
EASEMENT
7
W51 0. 0 0,
0.00
M. 111-7 .171--l-4. .1 t.
54.34'
F70.61 TC I
7f §" SEVI.;
-L0
C-4
234*37'24"
38.00'
)40.59 TC r40.10".0
8- WA
'o
LO -
S
SEWER LINE
00
WATER LINE
p
--r-A4.0
R0.00,
-5-0,0
LO
U_ r..
U0 +
3
0
R/W LO
r,
+
C-4
+ 5' PUBLIC
UTILITY
(0
C93:
< CD EASEMENT
CC)
C:) Cn L4
Ln Cn b
06
(n c-:0
+LU 0 0
C1 w @ 16 C;
0
c0i
,v-cn M
CD
19
1 18
17
0
0
+0
04
T_
cn
.00-
-1 74.3d
--4- -"
12+00 1
74.0
_50,101
r-
0
IN 0
� E -
in
U6
16
0
04
5 6 8 9 C4 10
I F, c3 Lo C -)z
C3 w 0)
U-) n Ed
04 0 OR z Lq 0 CD KO
M N M
00 0i 16 M 0 N + a.
0 0 0) 0 LO
a) C3 0 Ir- . �11_
C; Lj LO LO C�
0 +0 0 Cn 0
0) T- + z
+ + 04 w <
04 N Co + cn
V_ N It- ,t @ T_
It- to rl % 16
< 3 En
< < �)j (n (un)
U) I
- cn (n? -
0 in -50.0 n-04 4o'
bU.0 U14
27.3 5 1
.7 77.17 TC
1_6 6
r X A 74.71 TC 8" SEW. -
F
--1 31
76.63 TC
A N
1 20 8" WA
�,C 74.71 TC -t:- CD e.
2
E'49 .'s
77.5; 77.56 TC
- 0.04! 50.OA�. -25.0 FS 1 77.06 H
L= 21 JS __2 .30-
.0- 77.171 TC 2
lt r- Co 0
0 r- 0 + 0 � Ui 76.67 FL
LO + +
+
(D Co
<
+ <
+ C14 < in
C14 V_
(n (n 0 En C-0 <
LO
16 OR in 06 N
3
0
< (3 q i<_ 5' PUBLIC
Uj C5 T- co 0 fn UTILITY
w1c) @ 00 cn 00
0 0)
0 15 1 14 13 12 EASEMENT
A RECORD DRAWING
RADIUS POINT
1�he information an this &awing IS obwW ftm others aw
must be verified in the field by anyonp prior tn use or
construction. HALL & FOREMAN, INC. is not respongible for
underground facility locations or depictions. Al above ground
facilities can be rea* seen and verified by the parties that
intend to use sam.
F E S Slo�
L
ra No.
CO24573
Meted 'fier-ord Draw.."A4 Dek" A8 q -0a 9w 98
1111, 1 iFES
(11,11A moor
D L nc
1116
C11) mor.. Civil Engineering Planning Surveying Public Works
No. 24573
_-a 545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 (909) 982-7777
Exp. 12/31 /01 PREPARED UNDER THE SUPERVISION OF:
CIV01-
OF C
ENGR"s. CITY
REVISIONS APPROVAL DATE APPROVAL DATE R HARD L. BOWMAN R.C.E. 24573 DATE:
Exp. 12 -31 -OS
C A0�
CURVE TABLE
Number
Delta
Radius
Length
Tangent
/-A\
02*22'17"
500.00'
20.69'
10.35'
0202217
482.00'
19.95'
9.98'
-0-0-10-
02*22'17"
518.00'
21.44'
10.72'
ON CURB
27-18'42"
100.00,
47.67'
24.30'
0
54037'24"
57.00"
54.34'
29.43'
(D
234*37'24"
38.00'
155.61'
- - -
LEGEND:
H.P.
HIGH POINT
T.C.
TOP OF CURB ELEVATION
F.S.
FINISHED SURFACE ELEVATION
F.L.
FLOW LINE ELEVATION
TRACT BOUNDARY / PROPERTY LINE
DIRECTION OF FLOW
-0-0-10-
EXISTING SPOT ELEVATION
G.B.
GRADE BREAK
O.C.
ON CURB
B.C.
BEGIN CURVE
E.C.
END OFCURVE
P.R.C.
POINT OF REVERSE CURVE
P.C.C.
POINT OF COMPOUND CURVE
B.V.C.
BEGIN VERTICAL CURVE
E.V.C.
END OF VERTICAL CURVE
M.V.C.
MIDDLE OF VERTICAL CURVE
S
SEWER LINE
W
WATER LINE
40' 09 40' 80' 120'
M M 0 !!!n
GRAPHIC SCALE: 1*=40'
CITY OF FONTANA, CALIFORNIA
DRAWNBY STREET IMPROVEMENT PLANS SCALE:
RLM HORIZ: 1" 40'
DESIGNED BY FOR VERT: 1 4'
DLB & RLM TRACT NO. 15957 -3, -4 & -5 DATE:
CHECKED BY
DLB LAWRENCE PLACE 1/12/99
JOB NO. APPROVED DR. NO. SHT. NO.
5195 �=-r CITY ENGINEER R.C.E. No. 25126 2686 7 OF 8