HomeMy WebLinkAbout5647-5PVI STA:26+00.00
I PVI ELEV:1517.24
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PROPOSED NTY TC
0 39' RT OF CONST C/L
PVI STA:25+81.98
PVI ELEV:1517.84
Oo 50.00' VC PA STA:24+85.83
o 4PVI ELEV:1517.07
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PROFILE SCALE:
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HORIZ. - 1" = 40'
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EXISTING S'LY GRADE
0 39' RT OF CONST C/L
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PROFILE SCALE:
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HORIZ. - 1" = 40'
VERT. - 1" = 4' ;
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UNDERGROUND SERVICE ALERT
CALL:TOLL FREE
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227-2600
TWO WORKING DAYS BEFORE YOU DIG
2) '-'(9
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22+.97.50
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20 FUTU 19+00 T=466.37'
EX. C I _STA 19+85.57MEDIAN- - _ A=30_0130 R 1 39.00
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OCONSTRUCT
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NUN
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MANUAL, TABLE 405.2A.
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ll9W
3 a
SIDEWALK PER CITY OF RIALTO STD. SC -203.
N a
`a vZ r+ U a
cn c/) a_
v~i w ¢
N
N
c�.i
W Z
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20 FUTU 19+00 T=466.37'
EX. C I _STA 19+85.57MEDIAN- - _ A=30_0130 R 1 39.00
X
W
J
SEE PLANS
FOR WIDTH.
-
OCONSTRUCT
C11
to
OF RIALTO STD. SC -214.
C 0 -
-
SEE PLANS
N
O
N
EX
N PROPOSED
REMOVE EXISTING AC BERM.
35.00'
o: a
�'
FUTURE
R �,``
10
�``
EP
�2
11
a W
�u-
C&G\C'E
12
CONSTRUCT
FULL DEPTH AC PAVEMENT TO MATCH EXISTING PAVEMENT.
130.00'
13
CONSTRUCT
CURB RAMP PER CITY OF RIALTO STD. SC -215 TYPE
5.
14
S
U
O
U
p
U
�¢
Z
O U
O U
O
C3
X
00
MANUAL, TABLE 405.2A.
ppO
ll9W
CONSTRUCT
SIDEWALK PER CITY OF RIALTO STD. SC -203.
QO
19
CONSTRUCT
SIDEWALK PER CITY OF RIALTO STD. SC -204.
20
N
--�
W Z
0 O
`-+�W
N
LW
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(ISTING
EP
RENAISSAN\ E PARKWAY F1\1: 0240- 1 9 J -
AF1\1: 02-410--- J 9 1 - J-) 0240- "J J 1 -JJ
SEAL -DESIGN ENGINEER PREPARED UNDER THE SUPERVISION OF:
�o QRpF�ESSI041 RCE
�ST Fyc� REINHARD STENZEL N0. 56155 DATE
N0. 5F5 RECOMMENDED FOR APPROVAL BY LOCKWOOD ENGINEERING:
* R.C.E. 615 r
s Exp. NO. 5615 Q CARLETON W. LOCKWOOD JR. REC NO. 45935 DATE
MARK REVISIONS APPR. DATE 9TF /V\ \� Q) APPROVED BY:
DESIGNED BY: HL DRAWN BY: VC CHECKED BY: RS OF C A�\F
ROBERT G. EISENBEISZ, PUBLIC WORKS DIRECTOR CITY ENGINEER, RCE 54931 DATE
CONSTRUCTION NOTES:
(1) PROTECT EXISTING ITEM IN PLACE AS NOTED.
20 CONSTRUCT 5" A.C. OVER 6" CLASS II A.B. OR C.M.B. (RENAISSANCE PARKWAY)
30 CONSTRUCT 8" CURB PER CITY OF RIALTO STD. SC- 202.
40 CONSTRUCT 8" CURB AND GUTTER PER CITY OF RIALTO STD. SC -200.
OCONSTRUCT 6" CURB ONLY PER RIALTO STD. NO. SC -202.
OCONSTRUCT MODIFIED COMMERCIAL DRIVEWAY APPROACH PER CITY OF RIALTO STD. SC -213.
PAVEMENT LEGEND- CONSTRUCT NEW AC PAVEMENT a. - CONSTRUCT NEW PCC PAVEMENT
- COLD PLANE AND OVERLAY - CONSTRUCT NEW PCC SIDEWALK
- PCC REMOVAL - AC REMOVAL
CURVE TABLE
SEE PLANS
FOR WIDTH.
RADIUS
OCONSTRUCT
C11
MODIFIED COMMERCIAL DRIVEWAY APPROACH PER CITY
OF RIALTO STD. SC -214.
485.06'
SEE PLANS
FOR WIDTH, SEE DETAIL ON SHEET 2.
1881.00'
80
SAW -CUT &
REMOVE EXISTING AC BERM.
35.00'
90
SAW -CUT &
REMOVE EXISTING ASPHALT PAVEMENT.
35.00'
10
SAW -CUT &
REMOVE EXISTING SIDEWALK.
9.00'
11
SAW -CUT &
REMOVE EXISTING CURB AND GUTTER.
1851.00'
12
CONSTRUCT
FULL DEPTH AC PAVEMENT TO MATCH EXISTING PAVEMENT.
130.00'
13
CONSTRUCT
CURB RAMP PER CITY OF RIALTO STD. SC -215 TYPE
5.
14
RELOCATE EXISTING TRAFFIC SIGN OUTSIDE OF TRAVELED WAY.
15
CONSTRUCT DETECTABLE WARNING SURFACE PER CITY OF RIALTO STD. SC -215.
16
CONSTRUCT
RAISED MEDIAN LANDSCAPING PER LANDSCAPE PLANS.
17
CONSTRUCT
90.0' MEDIAN TAPER PER CALTRANS HIGHWAY DESIGN
MANUAL, TABLE 405.2A.
18
CONSTRUCT
SIDEWALK PER CITY OF RIALTO STD. SC -203.
19
CONSTRUCT
SIDEWALK PER CITY OF RIALTO STD. SC -204.
20
CONSTRUCT
REDWOOD HEADER PER DETAIL ON SHEET N0. 2.
21
COLD MILL AND CONSTRUCT VARIABLE THICKNESS AC OVERLAY (2"
MIN.)
SEE DETAIL
SHEET 2.
22
ADJUST ELECTRIC MANHOLE TO GRADE.
CURVE TABLE
CURVE#
DELTA
RADIUS
LENGTH
C11
14'24'27"
1929.00'
485.06'
C13
17'20'34"
1881.00'
569.36'
C14
44'48'01"
35.00'
27.37'
C15
44'48'01"
35.00'
27.37'
C16
89'45'35"
9.00'
14.10'
C21
6'04'54"
1851.00'
196.47'
C30
14'33'13"
130.00'
33.02'
C31
10'07'40"
1899.00'
335.68'
0 20 40 80 120
SCALE:1 "=40'
0 Thienes Enylnearin
g Inc.
CIVIL ENGINEERING • LAND SURVEYING
L7 CI14349 FIRESTONE BOULEVARD
Q LA MIRADA, CALIFORNIA 90638
PH. (714)521-4811 FAX(714)521-4173
CITY OF RU1LT0 BENCH MARK: N0. 052-88
CITY OF RIALTO BRASS DISC SET IN TOP OF CURB, 4 FEET EAST OF THE EAST END , NORTH-EAST CURB
RETURN, 55 FEET EAST OF CENTERLINE TAMARIND AVE. AND 48 FEET SOUTH OF CENTERLINE BASELINE RD. FOR:
(2 ORDER -2 CLASS, 4/01/89) 500
�I_FVATM = 1 Al 1791' IM(M-9a Z RIAI Tn (>r un / , am eni 1
Last Update: 10/31/17
0:\3400-3499\3428\STREET\3428ST05.dwg
CITY OF RIALTO
CITY OF FONTANA
DWG. NO. 5647
PARCEL MAP 19754
STREET IMPROVEMENT PLAN
RENAISSANCE PARKWAY
STA. 26+50.00 TO STA. 19+00.00
WESTERN REALCO
)RT DRIVE, SUITE _630. ____ PPD NO. 2453 PLAN No.
5
OF 7 SHEETS