HomeMy WebLinkAbout4181-2*CONTRACTOR TO VERIFY LOCATION AND
ELEVATION PRIOR TO START OF CONSTRUCTION,
EX. MEDIAN CURB
E. CURB & GUTTER
E. STORM DRAIN—
EX. WATER —
E. SEWER —
EX. SlDEWALK—
11+00 12+00 111 1 IDI ANI 1"— An' 1 10+00 11+00 12+00 1 6+UU 1 4+UU �/ A Y
f -TRACT BOUNDARY
2
0-1-
(b4.061 -L)
WESTERLY LIMIT
SIDEWALK REMOVAL
EX. PIP
REF
R/W
LAN I
77 --T
LEN./DIST.
TANGENT
C. )
Lo fit
25'
8
35.00'
PROP. R/W
116
4
C2
/V
201 41
42
19.55'
of
-mooll
L
m
13y
13
ftft
it,
CD
TO BE UNDERGROUNDED
111.42'
<
C)
90*03'14"
25.00'
o
25,02'
gni1)'i
89*56'46"
35.00'
F -
co
11+00 12+00 111 1 IDI ANI 1"— An' 1 10+00 11+00 12+00 1 6+UU 1 4+UU �/ A Y
f -TRACT BOUNDARY
2
0-1-
(b4.061 -L)
WESTERLY LIMIT
SIDEWALK REMOVAL
EX. PIP
REF
BEARING/DELTA
ti
LEN./DIST.
TANGENT
C. )
Lo fit
25'
8
35.00'
PROP. R/W
116
4
C2
/V
201 41
42
19.55'
of
-mooll
L
m
13y
13
ftft
it,
00 ROP. I
m
4-)
TO BE UNDERGROUNDED
111.42'
BY OTHERS
C4
90*03'14"
25.00'
39.29'
25,02'
C5
89*56'46"
35.00'
54.94'
34.97'_
LOCAL
DEPRESSION
DETAIL
31.79'
PA
C7
212*31'17"
10+00 CRABTREE A
AY
130.28'
Ll
NO* 16'25"W
--
21.33'
--
L2
N 10* 1625 "W
yo
42.71'
CB#2
L3
N80`13'11 "W
0
42.71'
=75+52.55 WALNUT
AV
r,'.
50.00
L5
N73`57'32 "W
50.00'
=
1 "20'
3'.��. 14' 6 5'
EASTERLY LIMIT
t"'oe
5
A
SIDEWALK REMOVAL
811CF
Ln L
EC -58.40 TC
49,
— --------
74+99.61 WALNUT
AVE.'
oi -I
-0, 18
BCR: (55.15TC)
+Ln rY
+
-1-4-
57.90FL
00
PROP. R
(54.48FL)
1 O'�
+ n
06
Lo
C:)
Ln 0
co
J
M
Ln n
Lo
Ln in
m
ILQ
0
o6
5
18
17 16
EX. CURB & GUTTER—
6
LOCAL
DEPRESSION
DETAIL
CB#1
LA
1 =20'
'c
CONSTRUCTION
NOTES
SM
LAM
Ul CONSTRUCT 6 rut, CURB AND GUTTER PER CITY T --) I D 1403 No. 62183 i"' �
(D CONSTRUCT 4" Mllk AC PAVEMENT OVER 12" MIN. 95% COM'PACTED NATIVE MATERIAL PER SOILS REPORT (SEE GENERAL NOTE 31 AND 32)
Exp. �P-f 3
L,t E WAY CONSTRUCT PCC CURB RETURN ACCESS RAMP PER CITY STD. 1006 z
S PELANE
CONSTRUCT PCC CROSS GUTTER PER CITY STD, 104 W=8BRRY
'
it CONSTRUCT LOCAL DEPRESSION PER SSPWC STD 313-2 CASE A (SEE DETAIL ON SHEET 4) MODIFIED PER DETAILS HEREON
(a) CONSTRUCT CATCH BASIN PER SSPWC STD 300-2 (SEE DETAIL ON SHEET 4)
j CONSTRUCT DRIVEWAY APPROACH PER CITY STD 1005 (WIDTH PER PLAN)
CONSTRUCT 4" THICK PCC SIDEWALK PER CITY STD 1015 (WIDTH PER PLAN)
CH MARK:
BEN BASIS OF BEARINGS:
REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER #7-15 (PSN 00510)
H SAWCUT AND REMOVE EXISTING AC PAVEMENT BRASS DISK IN NORTHEAST CORNER (TOP) OF BEARINGS ARE BASED ON THE CENTERLINE OF
CONCRETE RAILROAD BRIDGE ABUTMENT STAMPED WALNUT STREET HAVING A BEARING OF NORTH
INSTALL STREET NAME SIGN PER CITY STD 139
"7-15 1970", 34 FEET NORTH OF CL FOOTHILL B9°46'4'"EAST, PER TRACT NO, 16363, I.B.
n4 INSTALL "Rl" STOP SIGN W/ LIMIT LINE AND STOP LFGFNr)
IN
MOC:61.35TC
60.85FL
16'
Dwx,
CURVE/LINE DATA TABLE
REF
BEARING/DELTA
RADIUS
LEN./DIST.
TANGENT
Cl
90°03' 14'
35.00'
55.01'
35.03'
C2
10*00,00"
112.00'
19.55'
9.80
C3
114°04' 12"
58.00'
111.42'
82.94
C4
90*03'14"
25.00'
39.29'
25,02'
C5
89*56'46"
35.00'
54.94'
34.97'_
C6
16* 15'39"
112.00'
31.79'
16.00'
C7
212*31'17"
38.00'
140.95'
130.28'
Ll
NO* 16'25"W
--
21.33'
--
L2
N 10* 1625 "W
42.71'
L3
N80`13'11 "W
42.71'
L4
N73°31'10"E
50.00
L5
N73`57'32 "W
50.00'
liq III I Du r r_r_ 1 r-I)l Ur LIME MVE-
0
ELEVATION'
REVOW MOR"M
CITY OF FONTANA, CALIFORNI1, ani IMA
_7
S"IFIREET IMPROVEMENT PLANS
DRAWN BY: SCALE: 9
o. 62183 7ats-'ll■ r
TRAUT 17388
DIAL--I-I-.
Exp: 9-30-07 CRABTREE WAY FROM WALNUT AVE. TO SOAPBERRY LANE DATE:
0 WORKING
JUNE 2006
BEFORE DAYS BEFOREI SOAPBE LANE f90�7CIRABTREEOVA" 359' E/O CRABTREE WAY
YOU DIG YOU DIG civ
i CH CKED BY. DRAWING NO.'
ww
IN! � ats
41
I TVY R.cl. 51152
9:\103-118\Sfreefs\sf02.dwg, 11/3/2,0,06 10:14:29 AM, 1:1,afs