HomeMy WebLinkAbout5396-3FUTURE WEST
R/W
EX. EAST
R/W
92'
I 1 ?' fid' I id' 1 i'
PROP. AC
PAVEMENT
TYPICAL SECTION A—A
LYTLE CREEK RD 92' R/W
SCALE: 1"=20'
FUTURE S'LY FUTURE N'LY
R/W
R/W I 66'
I PAVEMENT
5' I 17'
TYPICAL SECTION B—B
FALCON RIDGE WAY 66' R
SCALE: 1"=20'
00 CD
0
0
I
N
1
I
3' MAX SIZE NATIVE
SOIL COMPACTED 95%
6" MIN
10" MAX
1:1 SLOPE
TYPICAL
6" MAX SIZE -
NATIVE SOIL
COMPACTED 90%
VCP OR DIP
SEWER
1/2" CRUSHED STONE BEDDING
PER STD. SPECS. FOR PUBLIC
WORKS CONSTRUCTION TABLE
200 1.2 [A] SHOWN
6" MIN
10" MAX
3' MAX SIZE NATIVE
SOIL COMPACTED 95%
6" MIN
10" MAX
6" MAX SIZE -
NATIVE SOIL
COMPACTED 90%
I :1 SLOPE J
1" MAX SIZE
SELECTED NATIVE
BEDDING COMPACTED
TO 90%
VCP OR DIP
SEWER
R
M
1" MAX SIZE
SELECTED NATIVE
BEDDING COMPACTED
TO 90%
I�z
N �
LU
Q-
4
N TYPICAL BEDDING FOR
CL_ o VCP OR DIP LESS THAN 10'
IL NTS
TYPICAL BEDDING FOR
VCP OR DIP 10' OR DEEPER
NTS
GRIND 0.10' MIN
EXIST, PAVEMENT AND
OVERLAY 0.10' MIN
EXISTING
PAVEMENT
TABLE 200-1.2(A)
PERCENTAGE
PASSING SIEVES
SIEVE SIZE 1/2"
1 1/2"
—
1"
—
3/4"
100
1/2"
90-100
3/8"
20-60
NO. 4
0-15
NO. 8
0-5
ASTM C 131
TEST GRADING
B
SAWCUT AND REMOVE
EXIST. PAVEMENT
REMOVE EXISTING A.C.
2' 1' DIKE WHERE APPLICABLE
(MIN.) (MIN.)
REMOVE REDWOOD HEADER
I WHERE APPLICABLE
Zf//r
l
r
j
j
I J \\
DETAIL "A"
NOT TO SCALE
NEW PAVEMENT
W BASIS OF BEARINGS: "''II CITY OF FONTANA, CALIFORNIA
v) THE BASIS OF BEARINGS FOR THIS DRAWING Q O pFESS,
g I S: C L 0 F LYTLE CREEK ROAD N 00' 40 22 W SHOULD CONSTRUCTION OF THE REOUIRED o e a V-4
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS
N 1 = FU
SCOE SEWER IMPROVEMENT PLANS
1325.56' BASIS OF BEARING PER MB ,� F<< y
309/7-10. o OF THE DATE OF APPROVAL SHOWN HEREON AND �; N0. C 047255 m I1 tpI��N N E E R N c DRAWN 6Y: DETAILS AND SECTIONS SCALE:
DIAL CARRIED FORTH IN A DLIGENT MANNER, THE CITY Exp. 12/31/17rn
ETIWANDA ELEMENTARY SCHOOL #13 AS SHOWN
BENCH MARK: TWO WORKING 2850 Inland Empire Boulevard; Suite B, Ontario, California 91764
% CITY OF FONTANA BENCHMARK #626, BEFORE DAYS BEFORE ENGINEER MAY REOUIRE REVISIIONS TO THE PLANS tel 909.581.0676 o fax 909.581.0696 o wDESIGNED BY: ww.fuscoe.com 5470 LYTL REEK FONTANA CA 92336 DATE:
ELEVATION=1544.91, WAS UTILIZED. FD RR ' YOU DIG YOU DIG -71
JANUARY, 2016
w TO BRING THEM INTO CONFORMANCE WrTH
SPIKE IN POWER POLE AT THE SOUTHEAST TOLL FREE 1-800-227-2600 'TF of cn��F°� '� CHECKED BY: APPR D B . DWG. NO.: 3
i CORNER OF INTERSECTION OF LYTLE CREEK A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. �`� f,�—/(p �, Z,7. /
& CURTIS. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STEVE L. ELLIS R.C.E. 47255 Date CI ENGfNEER R.C.E. 51152 DATE: 3