HomeMy WebLinkAbout5484-2W'LY
R/W
I
30'
t VARIES
I1, 2'-7' 12.5'
i I 6'
I 2' MIN
1
t I EX. t
VARIES VARIES
I(2.59:)-(4%) 1 SIDE- I 1.8%-3.29: ---- � (2%) WALK I
2:1 t-------------------------------(2%)
f�
-----------7---------------------------------------------------------------_
MAXI F<. _.. -----�� -
o '� ��s,P'r.-,�-- - ••�,•,r,Rr---------------------------------------i--_ J ----- L ------
I
1
,C OF
10 2 1 6 NST.
SIERRA AVE
,TYPICAL CROSS SECTION
STA 18+66.31 TO 20+27.45
54'
66'
E'LY
R/W
t
12' - I
2
2"X4" PRESSURIZED TREATED DOUGLAS FIR
FIRMLY FASTENED TOGETHER
fill 2"X4"X16" PRESSURIZED TREATED
DOUGLAS FIR 4' O.C. MAX
AND AT ALL JOINTS
NOTES
1. HEADER SHALL BE STRAIGHT WITHOUT KINKS OR
BENDS OR GRAVEL BETWEEN BOARDS
f 2. PROTECT HEADER AT ALL TIMES. REPLACE
i DAMAGE HEADER AND ASPHALT. REPAIR AT
DETAIL "A" CONTRACTOR COST.
NOT TO SCALE 3. LAYOUT PLAN AND DETAILS TO DETERMINE DEPTHS
I • OR MATERIALS.
W'LY
E'LY
R/W
R/W
VARIES 30'-60'
30'
t
VARIES
1
VARIES VARIES
t
1
I
2, -24
.VARIES
12.5'-42'
11.5'-20.5' 2'- 18'
I
f
t
t
t
t
2' MIN
2' MIN
E
1
I
AS SHOWN ON PL
SR
VARIES
I VARIES
5 As SHOWN ON PLANS
I
VARIES
(0,3%) (4.3%) 1 (0.99;)-(4%)
VARIES
0.69:-3.59:
25' 25'
I
0.6%-5.19:
12:1
i
.��---------------------
2�1 I
--------------- --
PROP. EP
PROP. EP
MAXI
-------
_ _---------------------
------------------- -----
IMAX
AX
I
SAWCUT AND REMOVE
OF
ANST.
EXIST. PAVEMENT
10
2
1 6 6 1 2
10
MIN
MIN
REMOVE EXISTING A.C.
DIKE
5
WHERE APPLICABLE.
3 PP
GRIND 0.10' MIN
SIERRA AVE
I
{
EXIST. PAVEMENT AND
OVERLAY 0.10' MIN.
DETAIL „B„
TYPICAL CROSS SECTION
NOT TO SCALE
EXISTING PAVEMENT
NEW PAVEMENT
STA 20+27.45 TO 31+15.84
REMOVE REDWOOD
INSTALL 2"X4"
DETAIL C"
HEADER WHERE
DOUGLAS FIR HEADERS
APPLICABLE.
AT EDGE OF PAVEMENT
"A".
NOT TO SCALE
PER DETAIL
S'LY
R/W
50' ( 35' I
t VARIES
VARIES
5'-1' 5'-16.5' 10.4'-26' 14'
i 2' MIN
I 1
AS SHOWN ON PL S 5VARIES
- VARIES VARIES
0.4%-2.9% (070-0-11%) (1.590)-(490)
2:1----------------------------
------ 1
------ ------------
MAX
r r 1 .Grip%
OF
10 2 1 6 AST.
RIVERSIDE AVE
TYPICAL CROSS SECTION
STA 10+00.00 TO 13+60.07
r% r-r,..1.,r- . 0 r-r.T /a .... ♦ REV. REVISION DESCRIPTION DATE I ENGR. I CITY I 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.
CONSTRUCTION NOTES
O1 REMOVAL 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, UNDER CLEARING AND GRUBBING.
OCONSTRUCT 6.5" MIN AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE
SUBGRADE PER CITY STD 401.
O3 PROTECT IN PLACE.
OCONSTRUCT 8" AC DIKE PER CITY OF FONTANA STD 1007 OVER 12" MIN
COMPACTED NATIVE.
6 GRIND 0.1' MIN. OF EXISTING AC PAVEMENT AND OVERLAY 0.1' MIN. OF AC
PAVEMENT PER DETAIL "C" SEE SHEET 2
GINSTALL 2"X4" DOUGLAS FIR HEADERS AT EDGE OF PAVEMENT PER DETAIL
"A" SEE SHEET 2.
KOA CORPORATION Prepared Under The Supervision Of
QRpF E SS/0*
G GU4.4e PLANNING 8 ENGINEERING
3190 C. Shelby Street
Na 75793 A Ontario, California 91764
Tel: (909) 890-9693 Fax: (909) 890-9694
EXP. 6/30/18 ,�
BENCH MARK: FONTANA BM#8-17 ELEV 1428.609 RIALTO BM#042-88 ELEV 1924.262
p�L
/l P DESCRIPTION: CITY OF FONTANA BM #8-17: BRASS CAP IN CONCRETE BASE OF SOUTH LEG OF AN
FOF CALF SCE TOWER, 343' NORTH OF HIGHLAND AVE AND 0.2 MILES WEST OF SAN SEVAINE ROAD.
CITY OF RIALTO SM #042-88 :BRASS DISK IN TOP OF SOUTHERLY CURB RIVERSIDE AVENUE 0.25
MILES SOUTHEAST OF SIERRA AVENUE. IM
CITY OF RIALTO DEPARTMENT OF PUBLIC WORKS
APPROVED BY:
.- 4
ROBERT EISENBEISZ, PUBLIC WORKS DIRECTOR/CITY ENGINEER, RCE 54931 DATE
CITY OF FONTANA, CALIFORNIA
TYPICAL CROSS SECTIONS AND DETAILS
DRAWN BY: SIERRA AVENUE SCALE:
Noted
DESIGNED BY: AND DATE:
AVENUE
CHECKED BY: APP VE 2.2 - DRAWING NO.: 2
DATE: �/ DATE: 5484 7
R.C.E. 75793 N ANA CITY N IN R 511 2