HomeMy WebLinkAbout3503-5rr
10+00
11+00
12+00
13+00
14+00
PLAN 1 "= 40' 15+00
SCALE IN FEET
0 40 80 120 160
TIBURON WA Y
SEE RIGHT HEREON
TIBURON WA Y
SEE RIGHT HEREON
CONSTRUCTION NOTES
CANYON LAKE LANE O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 959 COMPACTED
LINE TABLE
CURVE TABLE
BEARING
LENGTH
CURVE
DELTA
RADIUS
LENGTH
TANGENT
Cl
2857'18"
160.00
80.86
41.31
C2
24'34'41 "
300.00
128.75
65.38
C3
207*46'18"
38.00
137.80
153.71
C4
24'16'22"
107.00
45.33
23.01
C5
106,05,58"
25.00
46.29
33.24
C6
82'4152"
25.00
36.08
22.00
C7
90100'00"
30.00
47.12
30.00
CS
90,00,00"
30.00
47.12
30.00
C9
24'4158"
300.00
129.33
65.68
CIO
85'40'42"
53.00
79.25
49.15
Cil
90100,00"
35.00
54.98
35.00
C12
90100'00"
35.00
54.98
35.00
C13
85'40 42"
35.00
52.34
32.45
C14
98'38 40"
59.00
101.58
68.65
C15
12'3341 "
107.00
23.46
11.78
C16
13' 10 33"
318.00
73.13
36.73
Cl
11 '4633"
282.00
57.96
29.08
C18
17'3342"
318.00
97.47
49.12
C19
130'06'46"
30.00
68.13
64.50
C20
117.08 21 "
25.00
51.11
40.91
TIBURON WA Y
SEE RIGHT HEREON
CONSTRUCTION NOTES
CANYON LAKE LANE O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 959 COMPACTED
LINE TABLE
LINE
BEARING
LENGTH
Ll
S62'32 531E
50.00
L2
S25'01091E
26.40
L3
S25'28 541E
40.99
NA TI VE MA TERIAL (SEE GENERAL NO TES 31 & 32)
O2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003
O3 CONSTRUCT 6" TO 8" P.C.C. CURB & GUTTER TRANSITION PER
CITY STD. PLAN NO. 1003
O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
O CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1, CASE "A"
OR CASE "B" AS SHOWN ON PLAN. SEE SHEET 7 FOR DETAIL.
O8 CONSTRUCT CURB OPENING CATCH BASIN PER A. P. W. A. STD. PLAN
300-2, "W" PER PLAN
QO REV• REVISION DESCRIPTION
]Lol�
TOLL FREE "mm' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
C ECA'LD p (LAW IkjG
R,�VlSVD SIDE -W44 F: 04 5' TD G' WIDt:
O9 ADJUST MANHOLE/CLEANOUT TO GRADE PER CITY STD. 109
10 ADJUST VALVE TO GRADE PER CITY STD. 130
11 INSTALL STREET NAME SIGN PER CITY STD. NO. 139
12 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016
(SCE #7)
13 CONST. DRI VEWA Y PER Cl TY STD. PLAN NO. 102
14 INSTALL R1 STOP SIGN W/ LIMIT LINE & 'STOP" LEGEND.
15 SAWCUT AND REMOVE EXISTING A. C. PAVEMENT
16 REMOVE EXISTING CURB AND GUTTER
17 CONSTRUCT 4 1/2" AC PAVEMENT (MIN.) OVER 12" OF 959 COMPACTED
NA TI VE MA TERIAL (SEE GENERAL NO TES 31 & 32)
10+00
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SCALE: 1" = 40
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SIERRA LAKES PARKWAY
PER D WG. NO. 3237
SHT. 2 OF 5
DATE ENGR. 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 CONDITIONS AND
IJL.� tzl�al STANDARDS IN EFFECT.
12+00
CANYON LAKE LANE
SEE LEFT HEREON
11 I iI!
CANYON LAKE LANE
SEE LEFT HEREONi
TlRI /Rn Al
BENCH MARK: ## 615
RAILROAD SPIKE AT INTERSECTION OF
CITRUS AVENUE AND LOS CEDROS
AVENUE, IN POWER POLE N0. 9011E
ON THE EAST SIDE OF CITRUS AVENUE.
ELEVATION: # 1467.59
3: Pio 36631 ` :, 2
BASIS OF BEARINGS: 'q4
THE BEARING OF N70'35 27'1 ALONG THE
CENTERLINE OF SIERRA LAKES PARKWAY
AS SHOWN ON PARCEL MAP NO. 15829,
FILED IN BOOK 198, PAGES 60 THROUGH
64 OF PARCEL MAPS, WAS USED AS THE
&ISIS OF BEARINGS FOR THIS MAP.
Prepared Under The Supervision Of :
P PREPARED IN THE OFFICE OF
de Jes�C� MADOLE AND ASSOCIATES, INC.
C No. 65195 Q 10601 CHURCH STREET, STE. 107
C$ �'� RANCHO CUCAMONGA, CA 91730
,Expo 9-30-05 .a PHONE (909) 948-1311
13+ 00
14+00
SIERRA LAKES SPECIFIC PLAN
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY:
CC JV TAW 16267, TR. N0.16267-4 & TR. N0.16267-5
DESIGNED BY:
A ,ILP ANY LAKE dNE & TIBURON WA
U��a�-A 1 • - , . V
MiCE 65195 EXP. 9-30-05
/Z ' ZZ -.0s
52 DATE
JA826-1181\Street\st05.dwg, 12/19/2003 01:31:16 PM, MG
Z
SCALE:
J
1 "=40'
DATE
DEC. 2003
Ltj
DRAWING NO.:
5Lai
3503
7
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JA826-1181\Street\st05.dwg, 12/19/2003 01:31:16 PM, MG