HomeMy WebLinkAbout5484-4EX. RW
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\ SIERRA AVE
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142.5' ® TAPER 9:1 N�I�— I N 53'46 29 W 6 — I —
/� SAWCUT
A 10+36 1 \N ��t 181' ®TAPER 83:1 P M
2 i' ;. - - EX. E
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ERRA AVE CL STA 30+00.00 STA 11+34.71
RSIDE AVE CL STA 10+00.00 \ a 5 RT 19.08' EX. RW
\ 3p� C1 ECR
\ / PROP. R/W
11 7 -
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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. -
CURVE TABLE
LINE
#
1
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EX. RW
00 EX. EP
\ SIERRA AVE
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JOIN EX. PAVEMENT
0
C �A RT 25.64'SIERRA AVE A,
4b•
STA 30+40.48 ECR A,
A.. �
��A
RT 25.95'
3 PP END AC DIKE\ �o Q o , 6 PROP. EP RIVERSIDE AVE .�'�" 00 -�X Q��,} x
RIVERSIDE AVEAj
2 4 STA 10+36.61 BCR ,
0 `Q- 4u,
x0 (10, LT 28' p k���p
\ ti
L1
50' 200' TAPER 0 20:1 -;
\ 11 PROP. EP — 30�N� EX. R
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O — _ — _ 000
142.5' ® TAPER 9:1 N�I�— I N 53'46 29 W 6 — I —
/� SAWCUT
A 10+36 1 \N ��t 181' ®TAPER 83:1 P M
2 i' ;. - - EX. E
_5ZA 11+ .07 SAWCUT STA 13+60.07
ERRA AVE CL STA 30+00.00 STA 11+34.71
RSIDE AVE CL STA 10+00.00 \ a 5 RT 19.08' EX. RW
\ 3p� C1 ECR
\ / PROP. R/W
11 7 -
\ x00 9
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. -
CURVE TABLE
LINE
#
LENGTH
RADIUS
DELTA
TANGENT
C1
100.22'
50.00'
114' 50' 35"
78.25'
C2
46.33'
50.00'
053' 05' 06"
'24.98-
4.98'
LINE TABLE
LENGTH
DIRECTION
L1
1 73.43'
S53- 46' 29"E
QRpFESS/pKOA CoRpomnoN Prep
N
y GG Vq�c/ PLANNING & ENGINEERING
3190 C. Shelby Street
" No. 75793 '° Ontario, California 91764
Tel: (909) 890-9693 Fax: (909) 890-9694
�c EXP. 6/30/18 , f
BENCH MARK: FONTANA BMJ8-17 ELEV 1428.609 RIALTO BM#042-88 ELEV 1924.262
sl WIL DESCRIPTION: CITY OF FONTANA BM 8-17: BRASS CAP IN CONCRETE BASE OF SOUTH LEG OF AN
'TF OFCAUFSCE TOWER. 343' NORTH OF HIGHLAND AVE AND 0.2 MILES WEST OF SAN SEVAINE ROAD.
CITY OF RIALTO BM 1042-88 :BRASS DISK IN TOP OF SOUTHERLY CURB RIVERSIDE AVENUE 0.25
MILES SOUTHEAST OF SIERRA AVENUE. MING
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.
O2 CONSTRUCT 6.5" MIN AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE
SUBGRADE PER CITY STD 401.
OPROTECT IN PLACE. -
O4 ADJUST UTILITY TO GRADE.
OCONSTRUCT 8" AC DIKE PER CITY OF FONTANA STD 1007 OVER 12" MIN
COMPACTED NATIVE.
O6 GRIND 0.1' MIN. OF EXISTING AC PAVEMENT AND OVERLAY 0.1' MIN. OF AC
PAVEMENT PER DETAIL "C" SEE SHEET 2
OCONSTRUCT 4" THICK AC LANDING RAMP PER MODIFIED CITY OF FONTANA
STANDARD PLAN NO. 1003 OVER 12" MIN OF 95% COMPACTED NATIVE.
O8 CONSTRUCT 4" THICK AC LANDING RAMP PER MODIFIED CITY OF FONTANA
STANDARD PLAN NO. 1004 OVER 12" MIN OF 95% COMPACTED NATIVE.
OCONSTRUCT 4" THICK AC WALKWAY PER MODIFIED CITY STD. 1006 OVER 12" MIN
OF 95% COMPACTED NATIVE.
10 INSTALL 20X4" DOUGLAS FIR HEADERS AT EDGE OF PAVEMENT
PER DETAIL "A" SEE SHEET 2.
11 REMOVE EXISTING PAVEMENT.
North
0 40 80
SCALE 1"=40'
CITY OF RIALTO DEPARTMENT OF PUBLIC WORKS
APPROVED BY:
�--
//A/*
ROBERT EISENBEISZ. PUBLIC WORKS DIRECTOR/CITY ENGINEER, RCE 54931 DATE
cared Under The Supervision of CITY OF FONTANA, CALIFORNIA
STREET: IMPROVEMENT PLAN
DRAWN BY: SIERRA AVENUE SCALE:
As Noted
DESIGNED BY: AND DATE:
IVE D AVENUE
CHECKED BY: PP VE /f DRAWING NO.: 4
DATE:' 144� DATE: `' �7 5484 7
GUAN. R.C.E. 75793 N ANA INEER R.C.E. 51152