HomeMy WebLinkAbout5072-2O
0
1040' U)
0)
M
O
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J
W
1038' --O
1036'
0
O
O
r
M
O
EG ® TC
IV--
1=-
0
30' R 0 TOC
46.00' 0.C. ►
ELEVO4/4
ELpV= 1038.74 TC
ELEV-...- 1039.08 TC
ELEV= 1039.47 TC
0
O
cor
W
0
r
1040'
a
W
1038' -T-
1036'
?T-
1036'
U)
M
0
W
PROP TC
CO W
ILZj
O
W
35'
ROTOC
EIIEVOA/4
�
1�
N
h tt CO. IX
c W
OtX
Q r
-0.73%
= 1039.03 TC
V= 1039.35 TC
V= 1039.69 TC
O
O
N
H
N
M
0
a
w
0
0
O
000
03
0
r
r-
EG
TC
EG ® CL
U)
SLOVER AVE
CENTERLINE
HORIZ. SCALE: 1l''= 20'
VERT. SCALE 1"=4'
15+00
ELEV= 1039.80
ELEV= 1039.42
ELEV= 1039.36
ELEV= 1039.28
ELEV= 1039.14
ELEV= 1039.10
ELEV= 1039.56
ELEV= 1039.46
ELEV= 1038.57
ELEV= 1038.71
ELEV= 1038.49
r
EX. R/W
"B" STA 17+25.97, LT
TC ELEV= 1039.82
MATCH TOEX.0&G
"B" STA 17+18.61, LT 21.10
TC ELEV= 1039.60
"B" STA 17+25.61, LT 32.00
BW ELEV= 1039.86
MATCH TO EX. S/W
"B" STA 17+22.07, LT 32.46
JOIN TO EX. WALL
(__47
DETAIL "A"
SCALE 1”=10'
16+00
1
;i
0.34 BC C2
E.
PROP. R/W
"S" STA 15+76.50 LT 50.92
EX- R/W
JOIN TO EX. WALL
"S" STA -15+70.50 -LT-49.9
BW ELEV= 1038.80
----r -- -- --MATCH TO=EX.Y_S/W =w
"S" STA 15+71.23, LT 36.21 EC C2
ELEV= 1038.47
_5 - MATCH T0_ EX._C_B3 G_ __ - __ 5 -
w
"S" STA 15+78.28, LT 37.24
TC ELEV= 1038.62
-15-+06----� ----G ---- ----
r
DETAIL "A"
_L5
{
4
17+00
"B" STA 17+71.64, RT 12.34
JOIN EX. PVMT
EX. R/W
EI
"_"
C
TC= 1040.00, FL= 1039.34
0
J
"B" STA 17+27.01. RT 23.83
END RETAINING WALL
PROP. R/W
ELEV= 1039.65
ELEV= 1038.65
"S" S 6 6
"S" STA 16+72.36. LT 36.59
18+00
ELEV= 1039.68
ELEV= 1038.77
ELEV= 1038.67
ELEV= 1038.55
ELEV= 1039.09
PROP. R/W
BEGIN RETAINING WALL
JOIN TO EX. WALL
EX. CATCH BASIN
DETAIL "B"
SCALE 1”=10'
EX. R/W
DETAIL "B"
I �
"S" ST) 16+29.34, LT 33.04
-16+00--G-�-"B"_ STA -16+93.21, -RT 8.72-
ELEV 1038.61
"S"S TA 15+91.78 LT 45,19 0
MID CURB -
i
jfii
1
EX. R/W
o-1
f
D�
EET
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
b.
CO
85'
WV iv
SLOVER AVE C.L. STA.16+60.15
BEECH AVE C.L. STA.16+19.59
"S" STA'16+72.36 BCR. LT 34.90' BC C1
TC= 1038.78, FL= 1038.08
MATCH TO EX. C & G �
--5 ----� ----5 ----5 --- -✓ -
"S" STA 16+72.36. LT 33.9Q
JOIN EX. PWT
----17+00--- G ----G ----G - - - -
111
r
N 89'44'58" E
SLOVER
AVE
-G ----G
W
w
EX. R/W
ELEV = 1039.03
•
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• CAST IN PLACE
CONCRETE WALL
•▪ 1▪ ti;
_ 1"
12"
PCC FOOTING
310-A-17
(520-A-2500)
RETAINING WALL CROSS SECTION
DETAIL "C"
r FG SW
. BW ELEV= 1039.84
BEGIN RET. WALL
00
M
N
1-
GRIND 0.10' MIN
EXIST. PAVEMENT AND
OVERLAY 0.10' MIN.
2'
SAWCUT AND REMOVE
EXIST. PAVEMENT
REMOVE EXISTING A.C. DIKE
WHERE APPUCABLE.
REMOVE REDWOOD
HEADER WHERE
APPUCABLE.
///
EXISTING PAVEMENT
CONCRETE RETAINING
WALL
• .4.
•
00
1L
••
•
•. 4_..
•
•
.v
30'4"
•
4
a:
DETAIL "E"
NOT TO SCALE
EX WALL
•
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• • . v. • •• • •
• • M •, __ • 4 •••
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00
CONSTRUCTION NOTES AND QUANTITIES
0
0
0
0
0
0
0
,2
13
14
15
CONSTRUCT
NO. 1000.
CONSTRUCT
COMPACTED
8" CURB AND GUTTER PER CITY STANDARD PLAN
6.5" MIN ASPHALT CONCRETE OVER 12" MIN OF 95%
NATIVE PER CITY STANDARD PLAN NO. 400.
SAWCUT AND JOIN EXISTING A.C. PAVEMENT.
GRIND AND OVERLAY A.C. PAVEMENT PER DETAIL E.
CONSTRUCT 6" P.C.C. SIDEWALK PER CITY STANDARD PLAN NO. 1006.
CONSTRUCT CURB RAMP PER CITY STANDARD PLAN NO. 1003.
CONSTRUCT CURB RAMP PER CITY STANDARD PLAN NO. 1004.
CONSTRUCT CONCRETE RETAINING WALL PER DETAIL C AND DETAIL D.
INSTALL DETECTABLE SURFACE PER CITY STANDARD PLAN NO. 1003.
REMOVE AND CONSTRUCT BLOCK WALL TO MATCH EXISTING WALL IN KIND.
REMOVE EXISTING PAVEMENT.
REMOVE EXISTING CONCRETE CURB, GUTTER, SIDEWALK, CURB RAMP
OR WALL.
REMOVE TREE.
RELOCATE EXISTING MAIL BOX.
PROTECT EXISTING POWER POLE IN PLACE.
CURVE TABLE
NO.
LENGTH
RADIUS
DELTA/BEARING
TANGENT
C1
55.37
35.00'
91'
36.62'
C2
46.00
30.00'
90'
30.00'
12'6" J
FOOTING
WALL PROFILE VIEW
DETAIL "D"
LEGEND:
• -•4•�ti, i-•�,••.�t• ••� •�4
WWW4 111
G
5
rh
r EG
LNEW PAVEMENT
BW ELEV = 1038.78
CONSTRUCT PCC SIDEWALK
CONSTRUCT AC PAVEMENT
PROPOSED GRIND AND OVERLAY
REMOVE EXISTING AC PAVEMENT
PROPOSED RIGHT-OF-WAY
EXISTING RIGHT-OF-WAY
EXISTING CENTERUNE
EXISTING GAS UNE
EXISTING WATER UNE
EXISTING SEWER
EXISTING OVERHEAD UNE
North
20 10 0 20 40
60
SCALE 1 "= 20'
AUTOCAD FILENAME:
R
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
KOA CoRPolwnoN
4 PLANNING & ENGINEERING
3190 C. Shelby Street
Ontario, Califomia 91764
Tel: (909) 890-9693 Fax: (909) 890-9694
BENCH MARK: B.M. NO. 346 ELEVATION=1040.78'
DESCRIPTION: THE BENCHMARK FOR THIS SURVEY IS CITY OF FONTANA BENCHMARK 346 BEING A
RAIL ROAD SPIKE SET IN POLE FOR STANDARD #740088E, 30FT WEST OF
CENTERUNE BEECH AVE AND 660.1 FT SOUTH OF CENTERUNE SLOVER AVE.
Prepared Under The Supervision Of :
Date : I/30q.
MING GUAN. R.C.E. 75793
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY:
DESIGNED BY:
SLOVER AVENUE
AND
BEECH AVENUE
SCALE:
As Noted
DATE:
CHECKED BY:
APPROVED BY:Zet /
as/A.4-C- DATE:
20
4
CITY ENGINEER R.C.E. 51152
DRAWING NO.:
5072