HomeMy WebLinkAbout5289-330'R0TC
31.42' 0.C.
ELEV®A/4
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�-ELEV = 1218.49 TC
LEV = 1218.48 TC
ELEV = 1218.47 TC
HORIZ. SCALE 1"=20'
VERT. SCALE 1"=4'
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ELEV = 1219.09 =
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ELEV = 1218.25 TC
ELEV = 1218.09 TC
LEV = 1217.85 TC
10+00
CURB TRANSITION
SROM 8" TO 6"
FH
•
•
•
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STA 13+00.00 - 1218
ELEV = 1219.09
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STA 13+00.00 TC,GB
ELEV = 1218.92
M 1220
11+00
APN: 0194023010000
9039 SIERRA AVE.
FENCE (TEL)
2.5' X 2'
6' X 5'
N
O
j APN:
0194023030000
16928 MARTIN AVE.
MARTIN AVE
- PROP.
R/W
- EX.
RP.t/W
w
c0
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LLI
0*
a
12+00
6' X 4'
12' X 4'
to
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co
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to
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10
13+00
APN: 0194023350000
16938 MARTIN AVE.
2.5' X 2' f
. fr
PROP.
R/W
10
0
0
O
CURB TRANSITION
FROM 8" TO 6"
00
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11 +00 -'co
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1—
FENCE
EX. R/W
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LLI
—w
-
0
O w
a
6' X 6'
>-m
0
0
l._ W
0
0
O • w
* 0_
- PROP. R
SEE DETAIL "8"
APN: 0194023240000
9067 SIERRA AVE.
20' X 4'
16' X 5'
APN: 0194023230000
16929 MARTIN AVE.
APN: 0194023220000
16939 MARTIN AVE.
›-
=
0 J
0 <
LLI
- w
0
O
O
*
w
6' X 10'
W
z
J
2
0
CONSTRUCTION NOTES
OREMOVE EXISTING CONCRETE CURB, FENCE, SIDEWALK, WALKWAY, LANDSCAPE,
OR WALL.
OREMOVE TREE AND ROOTS / REMOVE BUSHES.
OREMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE
SURFACE AND REMOVE TO THE LIMITS SHOWN ON THIS PLAN. ALL REMOVALS
SHALL BE DISPOSED OF BY THE CONTRACTOR.
REMOVE EXISTING DRIVEWAY AND CONSTRUCT 6" THICK P.C.C. DRIVEWAY OVER 12"
MIN 95% COMPACTED NATIVE PER CITY OF FONTANA STANDARD PLAN NO. 1001
OREMOVE EXISTING CURB RAMP, CURB, OR GUTTER AND CONSTRUCT CURB RAMP
AND VARIABLE CURB PER APWA STANDARD PLAN NO. 111-5 CASE A, TYPE 3.
AND DETAIL "A"
OREMOVE EXISTING ROAD AND CONSTRUCT 4.0" MIN ASPHALT CONCRETE OVER 12"
MIN OF 95% COMPACTED NATIVE PER CITY OF FONTANA STANDARD PLAN NO.
400.
OCONSTRUCT 6" CURB AND GUTTER OVER 12" MIN 95% COMPACTED NATIVE PER
CITY OF FONTANA STANDARD PLAN NO. 1000.
CI CONSTRUCT 8" THICK ASPHALT CONCRETE SLOT PATCH.
OREMOVE EXISTING SPANDREL AND CONSTRUCT 8" THICK P.C.C. SPANDREL OVER
12" MIN 95% COMPACTED NATIVE.
10 CONSTRUCT 4" THICK P.C.C. SIDEWALK OVER 6" MIN 95% COMPACTED NATIVE
PER CITY OF FONTANA STANDARD PLAN N0. 1006. (W=5')
11 CONSTRUCT 4" P.C.C. WALKWAY, MATCH TO EXISTING.
13 INSTALL CHAIN LINK FENCE PER APWA STANDARD PLAN NO. 600-3.
14 INSTALL WALK GATE PER APWA STANDARD PLAN NO. 600-3.
15 INSTALL DRIVEWAY GATE PER APWA STANDARD PLAN NO. 600-3.
16 INSTALL NEW MAIL BOX AND POST.
17 REMOVE MAIL BOX AND POST. (TYP)
18 RELOCATE EXISTING FENCE AS DIRECTED.
19 RELOCATE EXISTING UTILITY. (BY OTHERS)
21 PROTECT IN PLACE.
@REMOVE EXISTING AND CONSTRUCT 6" THICK P.C.C. DRIVEWAY TRANSITION OVER
12" MIN 95% COMPACTED NATIVE.
Q.C. PAYEMtNT OVERLAY (MIN. 1'')
CURVE TABLE
#
LENGTH
RADIUS
DELTA
TANGENT
C1
31.42'
20.00'
090' 01' 29"
20.01'
C2
31.42'
20.00'
090' 00' 40"
20.00'
UNE TABLE
#
LENGTH
DIRECTION
L1
490.91'
S89' 54' 12"E
L2
440.01'
S89' 54' 12"E
North
0 10 20 40
SCALE 1"=20'
80
UNDERGROUND SERVICE ALERT (USA)
IT'S THE LAW!
DIAL BEFORE
YOU DIG!
CALL AT LEAST
TWO WORKING DAYS
BEFORE YOU DIG
Knew aloft NM
REV.
REVISION DESCRIPTION
DATE ENGR.
CITY
DATE
AS BUILT I tS(ON
11/2/l` M6
«• 1530
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 CORPORATION
PLANNING & ENGINEERING
3190 C. Shelby Street
Ontario, California 91764
Tel: (909) 890-9693 Fax: (909) 890-9694
BENCH MARK:B.M. NO. 436 ELEVATION=1219.49'
DESCRIPTION: THE BENCHMARK FOR THIS SURVEY IS OF A CITY OF FONTANA BENCHMARK NO. 436
BEING A PK NAIL IN CURB LOCATED AT THE NORTH EAST CORNER OF MARTIN AVE.
& SIERRA AVE.
Prepared Under The Supervision Of :
DATE: 6(25.
R.C.E. 75793
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY:
AO
DESIGNED BY:
AO
MARTIN AVENUE PLAN SHEET
SCALE:
As Noted
DATE:
MINGGUAN.
CHECKED BY:
MG
AP01Di
DATE:`1./
ITY ENGINEER R.C.E. 51152
DRAWING NO
5289