HomeMy WebLinkAbout2131-C21
J
r
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Tangent
Number
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Bearing
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N 89'S�'24"E
152 6'6'
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__ _
- N U)77
- 31MAX, 5
LOPE
- - - / 4n CAB �a • i � I I> N
,� PLACE 4" GAB ON •. Ori i�
a
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4 GAB COMPACTED SUBGRADE Qn; ?�- I I m
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INSTALL fi" PUG PIPE SLEEVE W/ END CAPS
i
. 0 ,Qo�O'po.'4,•�p o
WHERE SHOWN ON PLANS. 5ET NAI .o:o:paa�o0o''`�Q°:o�
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H MARK: a EACH END OF PAVEMENT ALONG SIEEVC;, TENTATIVE STRUCTURAL ROAD SECTION, �� I
/� {;, USE 411 A.C. OVER 6 GAB ON DOMPACTED
�.__.... .�--'" �� �� T.B.M.
SUBGRADE. SEE REVISED SOILS REPORT. 25 , �- - - --- -1 '=
I " I • P • AT THE INTERSECTION OF JURUPA SLVD. SECTION "G • G
AND CYPRESS -AVE. ELEVATION. 10130.Bo
L RVSTALLTYPICAL SECTION RV PARKING RD.
JURUPA HILLS
CURVE DATA:
Curve DRad us Arc Tangent
- Nu m er\/
Length Leng_tki
�-"42 900 00,001, - 0 3 9 2' ' 2-5.0 0'
- 43 140 00' 44-' 81
•i
a
f �
36. 521 12" 40.00'
5.749,
.74' - :33''
-�47 360 52'.'1 '• _- -25_. 00' 16.09' 8.3
50 140 00'.44,"f' 69-.00'__ t 6 .8
1800 001_00111 -
7.50'
:
CENTERLINE
rgine-
r
�
r
Arc
Tangent
2
/
I
�x
N 89'S�'24"E
152 6'6'
,0�1`t.�
i --
1 �
j- /08Z 9,P
STQi20132
-/08�
STA. /9`t 97.50
/,[/TALL P/P .SCFE
PE,e sFcrrdv F = f
U
R =120.00" RH�1Al AC�, vic, R Sl 45 S3Lu
F
W
U3
• h
LLS � 9} 109
13V 13V•y
0
C �
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1110 5 2 8 r
GRADfO
COr'�PACj 0---
�IV T�
P. V.G .S/TEt/E IE�/D Z A VOVER GOM MOTED
CAPS VWfXf syD!/,1J --GROUND.
)� L f,4Sh' - /,O 1),r AUfiyE,UT ALD,(/G .4
_.. t .SFC T/0AJ .
I
o
00
% 50' RV STALL aC
1'
25' 50' RV STALL °o
��' oo.
�o•oo
Q0 R
0./l �' 1
/ ( a O I
;°.
3-i MAX. SLOPE o ELEV. PER o
�� `, c , ,�, JURUPA
0137, J _ Z-�.. PLAN } . �,o N .:i . AVE.
__ _
- N U)77
- 31MAX, 5
LOPE
- - - / 4n CAB �a • i � I I> N
,� PLACE 4" GAB ON •. Ori i�
a
/'r / - _ •ir son
4 GAB COMPACTED SUBGRADE Qn; ?�- I I m
q > i
INSTALL fi" PUG PIPE SLEEVE W/ END CAPS
i
. 0 ,Qo�O'po.'4,•�p o
WHERE SHOWN ON PLANS. 5ET NAI .o:o:paa�o0o''`�Q°:o�
BEI�IC � l � TIN . C
p a '�o °00•
H MARK: a EACH END OF PAVEMENT ALONG SIEEVC;, TENTATIVE STRUCTURAL ROAD SECTION, �� I
/� {;, USE 411 A.C. OVER 6 GAB ON DOMPACTED
�.__.... .�--'" �� �� T.B.M.
SUBGRADE. SEE REVISED SOILS REPORT. 25 , �- - - --- -1 '=
I " I • P • AT THE INTERSECTION OF JURUPA SLVD. SECTION "G • G
AND CYPRESS -AVE. ELEVATION. 10130.Bo
L RVSTALLTYPICAL SECTION RV PARKING RD.
JURUPA HILLS
CURVE DATA:
Curve DRad us Arc Tangent
- Nu m er\/
Length Leng_tki
�-"42 900 00,001, - 0 3 9 2' ' 2-5.0 0'
- 43 140 00' 44-' 81
•i
a
f �
36. 521 12" 40.00'
5.749,
.74' - :33''
-�47 360 52'.'1 '• _- -25_. 00' 16.09' 8.3
50 140 00'.44,"f' 69-.00'__ t 6 .8
1800 001_00111 -
7.50'
:
CENTERLINE
rgine-
BIKE
�
1
Arc
Tangent
Number
Tangent
2
/
I
�x
N 89'S�'24"E
152 6'6'
,0�1`t.�
i --
1 �
j- /08Z 9,P
STQi20132
-/08�
STA. /9`t 97.50
/,[/TALL P/P .SCFE
PE,e sFcrrdv F = f
U
R =120.00" RH�1Al AC�, vic, R Sl 45 S3Lu
F
W
U3
• h
LLS � 9} 109
13V 13V•y
0
C �
V Z+
1110 5 2 8 r
GRADfO
COr'�PACj 0---
�IV T�
P. V.G .S/TEt/E IE�/D Z A VOVER GOM MOTED
CAPS VWfXf syD!/,1J --GROUND.
)� L f,4Sh' - /,O 1),r AUfiyE,UT ALD,(/G .4
_.. t .SFC T/0AJ .
I
o
00
% 50' RV STALL aC
1'
25' 50' RV STALL °o
��' oo.
�o•oo
Q0 R
0./l �' 1
/ ( a O I
;°.
3-i MAX. SLOPE o ELEV. PER o
�� `, c , ,�, JURUPA
0137, J _ Z-�.. PLAN } . �,o N .:i . AVE.
__ _
- N U)77
- 31MAX, 5
LOPE
- - - / 4n CAB �a • i � I I> N
,� PLACE 4" GAB ON •. Ori i�
a
/'r / - _ •ir son
4 GAB COMPACTED SUBGRADE Qn; ?�- I I m
q > i
INSTALL fi" PUG PIPE SLEEVE W/ END CAPS
i
. 0 ,Qo�O'po.'4,•�p o
WHERE SHOWN ON PLANS. 5ET NAI .o:o:paa�o0o''`�Q°:o�
BEI�IC � l � TIN . C
p a '�o °00•
H MARK: a EACH END OF PAVEMENT ALONG SIEEVC;, TENTATIVE STRUCTURAL ROAD SECTION, �� I
/� {;, USE 411 A.C. OVER 6 GAB ON DOMPACTED
�.__.... .�--'" �� �� T.B.M.
SUBGRADE. SEE REVISED SOILS REPORT. 25 , �- - - --- -1 '=
I " I • P • AT THE INTERSECTION OF JURUPA SLVD. SECTION "G • G
AND CYPRESS -AVE. ELEVATION. 10130.Bo
L RVSTALLTYPICAL SECTION RV PARKING RD.
JURUPA HILLS
CURVE DATA:
Curve DRad us Arc Tangent
- Nu m er\/
Length Leng_tki
�-"42 900 00,001, - 0 3 9 2' ' 2-5.0 0'
- 43 140 00' 44-' 81
•i
a
f �
36. 521 12" 40.00'
5.749,
.74' - :33''
-�47 360 52'.'1 '• _- -25_. 00' 16.09' 8.3
50 140 00'.44,"f' 69-.00'__ t 6 .8
1800 001_00111 -
7.50'
:
CENTERLINE
rgine-
BIKE
PATH LINE DATA:
Radius
Arc
Tangent
Number
Tangent
Bearing
Length
Length
Distance
42" 33' 45"
her
26 3.71'
138.27
8
1°43'41"
340.00'
10.25'
5.13'
13
L
I I
2
S
69°
59'
35"
E
190.65'
138.819
L
2
232.00'
N
76°26'02"
65049'43"
180.00'
E
116.51'
68.16'
L
3
101.34'
S
89052'37"
33034'20"
180.00'
E
54.30'
145.65'
L
4
1 1 9.93'
N
50"56155"
42023'05"
150.00'
E
58.16'
57.27'
L
5
74.11'
N
090
33'
21 "
W
35.04'
51 .82'
L
6
219.52'
N
27° 04'25"
23031140"
W
112.13'
35.29'
CENTERLINE CURVE DATA:
Curve
Delta
Radius
Arc
Tangent
Number
Tangent
Number
Length
Length
Q
42" 33' 45"
355.0o'
26 3.71'
138.27
8
1°43'41"
340.00'
10.25'
5.13'
13
57' 25' S6"
120.00`
2
52.
15
94054'06"
175.00'
289.86'
190.65'
16
73050'50"
180.00'
232.00'
135.26'
17
65049'43"
180.00'
206.81'
116.51'
18
32015'23"
180.00'
101.34'
52.05'
19
33034'20"
180.00'
105.47'
54.30'
20
65 0 26' 24"
105-00,
1 1 9.93'
67. 46'
21
42023'05"
150.00'
110.96'
58.16'
22
28018'27"
150.00'
74.11'
37.83'
23
23017140"
170.00'
69.12'
35.04'
24
45044'11"
275.00'
219.52'
115.98'-
25
23031140"
275.00'
112.13'
57.27'
26
22012'31"
275.00'
106.59'
53.97'
27
207° 1 7' 31 "
65.00'
235-171
------
28
40029158"
125.00'
88.36'-
46.11'
29
41 ° 00' 00 "
170 . 00 '
1Z1 .05'
63.56'
30
11 ° 00 ' 00 "
250.00 '
48. 00'
24.0 7'
31
i 01 o 00 ' 00 "
25.00 '
44.07'
30.33'
32
720 H ' 10 "
25.00 '
3•I. 50'
iB . 23'
33
95044' 21 "
10 -_00 '
16.71'
11 . 06'
34
250 00 ' 00 1'
200.00 '
87. 27'
44.34'
35
360° 00' 00 "
70.00 '
439• B2'
00'00"
CENTERLINE BIKE PATH
CURVE DATA:
RADIUS
Curve
D e 1 t a
Radius
Aro
Tangent
Number
115.89'
37
20000'00"
260.00'
Length
Length
C
1
38"
52'
47"
51 .00'
34.61*
18.00,
C
2
52.
21 '
57"
,51 .00'
46.61'
25.08'
C
3
960
239529'
124.00'
208.63'
138.68'
C
4
1 1.
09'
01 " "
386.00'
75.12'
37.68'
C
5
170
22'
36'-
100.00'
30.33'
15.28'
C
6
39"47'59"
LL
WQ
-Z
V-)
•
<
225.00'
156.29'
81.45'
C
7
39.
20'
17"
180.00'
123.58'
64.34'
C
8
25.
38'
55"
170.00' '
76.10'
38.70'
C
9
51 •
33'
40"
155.00'
-139.49'
74.85'
C
10
90"
44'
08"
90.00'
142.53'
91.16'
C
11
550
27'
34"
145.00'
14.0.35'
76.22'
C
12.
1 150
57'
50"
150.00'
_ _,303.59'
239.88'
C
13
220
00'
34"
200.00'
76.83'
38.89'
C
14
39.
31 '
39"
130.00'
89.69'
46.71'
C
15
125'
00'00"
80.00'
174.53' .
.153.68
C
15
51'
53'
37"
250.00'
226.43'
121.65f
N2
DELTA
RADIUS
ARC L
TANGENT
36
89940'39"
180.00'
278.59
115.89'
37
20000'00"
260.00'
90.76'
45,85'
38
13038'19"
360,00'
85.69'
43,05'
39
60000'00"
4.5.00'
47.12'
Z5,°J8'
40
82°00'00"
45,00'
64,40'
39.12.'
41
4I' 53'00°
35500'
259.51
135.RG'
,a
REGIONAL.
PARK
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KEY PLAN
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CLASS CONCRETE ir
151�2COMPACTED SUBGRADE
CURB DETAIL
J PLAN No.
87UUp REGIONALRK -GRADING 4
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JOSEPH E. BONADIMAN & ASSOCIATES INC.
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E N G I N E E R So A R _C • H I T ECT S & P L A N N E R SDrawn 6y
606 EAST MILL STREET P.O. BOX 5852 (7 14) 885-3806 CALCOMP / S.S.
SAN BERNARDINO, CALIFORNIA 92412 Checked By
W. KAMIN9Nl
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CHECKED BY:
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