HomeMy WebLinkAbout5647-41530
N'LY TC
1530
N'LY MED TC
1530
STY MED TC
1530
S'LY TC
1
04
O �- v
LO
EXISTING N'LY GRADE
1.07% c04
0 39' RT CONST C/L
►7 r
PROPOSED NTY TC
$ 0 39' RT OF CONST C/L
s
M�Z5HZj GO r -m
+" �'� 8�
W a "'CN $ ui PROPOSED N'LY TC Rl
W 0 9' RT OF CONST C/L o
--___ 0.90% �' a N
0 I (0.93:x) ,� W
O o `rn r-
• oo $ (1.35%) �_ 1.269; N n
0 + N g (1'26%) --_ d -
W M� +N
Z7 LO
0W v v EXISTING GRADE
PVI STA:34+37.12 " ) .
AT CENTERLINE ---- C"PVI ELEV:1527.43 8 r^ n
�{ 100.00' VC + oo
N
"V■ V .
LON�^
8
^0
LO c sppr
WM
�
Qco 00(6 in +n M $�
J r Mr 'O 82
L + $U
r '_`r47 N N ~
1.09% LO 8 �U
U(0.4%) -- PROPOSED STY TC + N m
$- 1.09% 0 9' LT OF CONST C/L "' n N
QCD
n
`- gLO
�
+ cq
$ N (1.409) - 1.09%
PVI STA:34+00.00 v + ~ $+ N EXISTING GRADE
PVI ELEV:1526.1 CN
"' ,� .N"'. v AT CENTERLINE g c (1.13%)(0.74X)
100.00' VC ,�, ^W + PO8
P\4 STA -39+00= 04
PVI ELEV1524.37
$ o o 100.00' VC PVI STA:30+50.00
o co 25 Lo S v v c2u PVI ELEV:1522.41
.+ N 117 00 N O U O �- 00 �w U J� ,
M� +c"'„ '� n o p~ �� '�� 3EU 100.00 VC
+N $ pOQH Ln Ln Lo +� p� �pV � ��V
` MPO � 1.00% W) C7 TN M� '�� p'� `OO $~ �U ��m
- �0.75% ro N� + N 6 M Ojj� O I- U N N
M + N c> CD O ip O i- U U LO
------ M .- I'7 LO Orrj to r� $ cl r
1.307. ,:, � + n + N m N $
N
PO O� +N +04
PROPOSED STY TC �� "' M
0 39' LT OF CONST C/L -- ��!
�� EXISTING S'LY GRADE -~ 1
__
0 39' LT CONST C/L
34+00 33+00 32+00
S\J\J J /ZI OF SVV 1 4 OF
SECT 101\1 2 91 T, J 1\1. , R , S \J\J . , S, BAN/L
UNDERGROUND SERVICE ALERT
CALL:TOLL FREE
1-800
227-2600
TWO WORKING DAYS BEFORE YOU DIG
w
r
PROFILE SCALE:
HORIZ. - its = 40'
VERT. - 1" = 4'
31+0030+00
RENAISSANCE PARKWAY
AF1\1: J 240- 1 7 1- =3 3
1.16%
1' 73% 1
ai n
� od
U
�m
000
g
+
O l
Go
+ Z1
c
U?
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55%
(0_50%)
•-
N
ILO
C=) o
N
EXISTING GRADE
N r N
AT CENTERLINE
44'48'01 "
0000
1.16%
1' 73% 1
ai n
� od
pi
N
00
Q �
HW
pp
CD
00
ULO
N
-
c
U?
1.16%
1' 73% 1
ai n
� od
M ~ L
'' PROPOSED STY TCCO
^'4J
g ++o e 0 9' LT OF CONST C/L W
CV
N N
8 _ ul
N
04
(0.50%)
1.49%
( 04 )
PVI STA:29+00.00
PVI ELEV1521.59
100.00' VC
U
pi
N
00
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HW
pp
CD
00
ULO
tD
-
8�
�'
55%
+ C'4
•-
N
ILO
C=) o
N
PROPOSED NTY TC
N r N
C7
44'48'01 "
35.00'
27.37'
U
L
r`
00
0 5' LT OF CONST C/L
C10
1 T20'34"
1881.00'
569.36'
C20
8'57'08"
I I A
w
289.21'
C24
3'55' 14"
$�_'
129.94'
C25
+LO
aO
-
60.59'
C26
168'45'06"
3.00'
+�
fl-C
L'
633'29"
to
215.30'
W 10
p
1885.00'
---
C29
N
130.00'
26.83'
C30
14'33' 13"
130.00'
8
gLq
(1.64%
0
00
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LO
N
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u
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M ~ L
'' PROPOSED STY TCCO
^'4J
g ++o e 0 9' LT OF CONST C/L W
CV
N N
8 _ ul
N
04
(0.50%)
1.49%
( 04 )
PVI STA:29+00.00
PVI ELEV1521.59
100.00' VC
U
pi
N
00
Q �
HW
pp
CD
00
ULO
tD
-
Go
O� NN
�'
55%
+ C'4
•-
N
M � Q
44'48'01"
35.00'
N r N
C7
PVI STA:26+93.68 W
PVI EEEV:1519.37
100.00' VC Z
cm00
LO
co CN 00
o ao rZ c o o
oo
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Nr 1-L +� +r r^'
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EXISTING GRADE (1.40%)
AT CENTERUNE o
O
8 00O
+
CNn
J
LL
PROPOSED S'LY TC 1
CN 0 39' LT OF CONST C/L
EXISTING STY (MADE
0 39' LT CONST C/L
29+00 28+00
W
rz
N
APIA:
RADIUS
J24J- J 71 --- 33 cno
C1
a
2.00'
oo:
CK
L.Li
0�
w
o_
D_ a.
27+00
SEE RIGHT
1520
N'LY TC
1520
N'LY MEDIAN TC
1520
STY MEDIAN TC
1520
S'LY TC
26+00
J R/W
1
N �
sa 1 �
0
w0
fy
21 v/
L
3 0
ZN
2, vco
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~SANS 0 20 40 80 120
cn
U
J
m
m
CL
A F JN . 0240- J 7 1- =3 SCALE:1 "=40'
w
CL
SEAL -DESIGN ENGINEER PREPARED UNDER THE SUPERVISION OF:
Q(t0 FESS/pNq�
Q� �,p,RD ST Fye, REINHARD STENZEL RCE NO. 561 5 1 DATE
RECOMMENDED FOR APPROVAL BY LOCKWOOD ENGINEERING:
* R.C.E. NO. 56155 r
Ln Exp, 12-31-18 Q CARL ON W. L CKWOOD JR. RCN . 4 935 DATE
MARK REVISIONS APPR. DATE q APPROVED BY:
DESIGNED BY: HL DRAWN BY: VC CHECKED BY: RS OF 'C AL\F��
ROBERT G. EISENBEISZ, PUBLIC WORKS _DIRECTOR CITY ENGINEER, RCE 54931 DATE
l 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.
0 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.
SEE PLANS FOR WIDTH.
OCONSTRUCT MODIFIED COMMERCIAL DRIVEWAY APPROACH PER CITY OF RIALTO STD. SC -214.
SEE PLANS FOR WIDTH, SEE DETAIL ON SHEET 2.
80 SAW -CUT & REMOVE EXISTING AC BERM.
90 SAW -CUT & REMOVE EXISTING ASPHALT PAVEMENT.
10 SAW -CUT & REMOVE EXISTING SIDEWALK.
11 SAW -CUT & REMOVE EXISTING CURB AND GUTTER.
12 CONSTRUCT FULL DEPTH AC PAVEMENT TO MATCH EXISTING PAVEMENT.
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 NO. 2.
21 COLD MILL AND CONSTRUCT VARIABLE THICKNESS AC OVERLAY (2" MIN.)
SEE DETAIL SHEET 2.
22 ADJUST ELECTRIC MANHOLE TO GRADE.
PAVEMENT LEGEND
CONSTRUCT NEW AC PAVEMENT a - CONSTRUCT NEW PCC PAVEMENT
- COLD PLANE AND OVERLAY -CONSTRUCT NEW PCC SIDEWALK
Z1Z11A
- PCC REMOVAL
- AC REMOVAL
CURVE TABLE
CURVE#
DELTA
RADIUS
LENGTH
C1
9(700'00"
2.00'
3.14'
C5
6'38'57"
1851.00'
214.81'
C6
44'48'01"
35.00'
27.37'
C7
44'48'01 "
35.00'
27.37'
C8
89'56'21"
2.00'
3.14'
C10
1 T20'34"
1881.00'
569.36'
C20
8'57'08"
1851.00'
289.21'
C24
3'55' 14"
1899.00'
129.94'
C25
13'53'08"
250.00'
60.59'
C26
168'45'06"
3.00'
8.84'
C27
633'29"
1881.00'
215.30'
C28
4!29'11"
1885.00'
147.60'
C29
11'49'30"
130.00'
26.83'
C30
14'33' 13"
130.00'
33.02'
LINE TABLE
LINE#
BEARING
LENGTH
L1
N89'42'01 "E
546.23'
L4
N89'42'01 "E
514.42'
L7
N89'42'01 "E
274.43'
L8
N72'29'36"W
28.24'
L9
N8708'29"W
31.60'
1523)1521971522.02 1
1 1522.79
1 NG JOIN 1521.47 152N 74 (1522) EP JOIN 1
EP 20 '
15216 51 - _ F� 1522.06
1
2:1 SLOPE20 / A (1522) 1521570 R=0.80% 1521.87 ;
M o
1 h v 1
1 2:1 SLOPE / v
MAX 152197 2 �0 JOIN EXISTING 1
/ ADE
152 152::. NG ry' o 4?
PROPOSED
1� EX h o'er, 0 1520.49 1
gg 1521.50 1
RAW R F4.30% EP
_.� 1� 1
1 N� - 1521.55 1
0 2 20 2:1 SLOPE NG
152
' 221
521.62
1518.91 1
�G 1521.22 1
co
1 o ^, 1SF8 �Q / 521 rl
c 1
1 6 `' c� ��` 2 Si 8.93T 4 \ 1
EX. UTILITY00 TO REMAIN
P C
ENLARGED VIEW
DRIVEWAY APPROACH
CITY OF RIALTO STD. NO. SC -213
grni 1= • 1 "=e)n'
LOQ[ Upauxe: lUl Jll1 /
0:\3400-3499\3428\STREET\3428ST04.dwg
0 Thieves Englneel-lng Inc. CITY OF RIALTO
CI VIL ENGINEERING • LAND SURVEYING
17R14J49
EYNG
FIRESTONE BOULEVARD
Q LA MIRADA, CALIFORNIA 90638
PH. (714)521-4811 F"(714)521-4173
CITY OF RIALTO BENCH MARK: NO. 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
(2 ORDER -2 CLASS, 4/01/89)
FLFVATIM = 11411791' IW M1-94 / RW Tn nI an / i am mil
CITY OF FONTANA
DWG. NO. 5647
PARCEL MAP 19754
STREET IMPROVEMENT PLAN
RENAISSANCE PARKWAY
STA. 34+00.00 TO STA. 26+50.00
0-C&OC/0 WESTERN h6LCO
W T_DRIVE,_
4
OF / SHEETS