HomeMy WebLinkAbout3503-41700 18+00 19+00 20+00 21+00 22+001 PLAN 1"= 40' 23+00
SCALE IN FEET
0 80 120 1
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W
v
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r
V 17+69.2 ECR o = PROP. R/W a 0 0
Q 47.64 TC 47.14FL N j - rn o V �
NDN L0
CYPRESS AVE.`'
SEE RIGHT HEREON 12 ti�'G Geo ham. 12
TRACT BNDRY. /
3 4 S 6 1 `� 8 9 10 11 V
CURVE
TABLE
TRACT BNDRY.
12�g�
CURVE
DELTA
RADIUS
-ww
Now �.•-
_�-
90100'00"
35.00
54.98
35.00
rr?, AJO,
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�J`�
35.00
54.98
35.00
C3
90'00'00"
30.00
42.17
30.00
C4
90'00'00"
30.00
?0
m 19
18 12
w
rn
97.91
49.00
C6
53636"
1018.00
99.68
49.88
C7
5°3636"
O ~
96.15
N Oer
C8
ca
u
160.00
80.86
41.31
C9
207°46'18"
38.00
137.80
153.71
C10
27'46'18"
�
51.86
LLJ
IV
1,9'2 433" W
�1�0
14
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PROP. R/W
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PROP. 8 IVA TF)
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19 N
70'3527" E 20 2
-
9 21
C5 _
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i8
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6
2
C6
L2
C10
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W
v
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V 17+69.2 ECR o = PROP. R/W a 0 0
Q 47.64 TC 47.14FL N j - rn o V �
NDN L0
CYPRESS AVE.`'
SEE RIGHT HEREON 12 ti�'G Geo ham. 12
TRACT BNDRY. /
3 4 S 6 1 `� 8 9 10 11 V
LINE TABLE
LINE BEARING LENGTH
Ll S87° 14'50 "E 50.00
L2 N64°58'51 "E 12.94
EL RE VINO DRI VE
TOLL FREE -qm�- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
7RX* DRAWING
UVIM SIDt ASIC
5' TD CP' WIDF-
DATE I ENGR. I CITY I DATE
12
XU
1
1,3
P OF
24+00 10+00 11+00 12+00
V SC
4
4O EL REVINO DRIVE
SEE SHEET 3
EX. 66 SD 56' k-
20
40'
�s
GO�E� � v o N I G 5' P. U.E.
+ N � 14
W
a
gE�"p\�
CURVE
TABLE
m
12�g�
CURVE
DELTA
RADIUS
LENGTH
TANGENT
Cl
90100'00"
35.00
54.98
35.00
C2
90°00'00"
35.00
54.98
35.00
C3
90'00'00"
30.00
42.17
30.00
C4
90'00'00"
30.00
42.17
30.00
C5
5°3636"
1000.00
97.91
49.00
C6
53636"
1018.00
99.68
49.88
C7
5°3636"
982.00
96.15
48.11
C8
28'57' 18 "
160.00
80.86
41.31
C9
207°46'18"
38.00
137.80
153.71
C10
27'46'18"
107.00
51.86
26.45
LINE TABLE
LINE BEARING LENGTH
Ll S87° 14'50 "E 50.00
L2 N64°58'51 "E 12.94
EL RE VINO DRI VE
TOLL FREE -qm�- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
7RX* DRAWING
UVIM SIDt ASIC
5' TD CP' WIDF-
DATE I ENGR. I CITY I DATE
12
XU
1
1,3
P OF
24+00 10+00 11+00 12+00
V SC
4
4O EL REVINO DRIVE
SEE SHEET 3
EX. 66 SD 56' k-
20
40'
�s
GO�E� � v o N I G 5' P. U.E.
+ N � 14
W
a
gE�"p\�
BASIS OF BEARINGS:
m
12�g�
THE BEARING OF N70'35 271E ALONG THE
CITRUS AVENUE AND LOS CEDROS
CENTERLINE OF SIERRA LAKES PARKWAY
AVENUE, IN POWER POLE NO. 9011E
ON THE EAST SIDE OF CITRUS AVENUE.
AS SHOWN ON PARCEL MAP NO. 15829,
FILED IN BOOK 198, PAGES 60 THROUGH
C�
64 OF PARCEL MAPS, WAS USED AS THE
ELEVATION: # 1467.59
ASIS OF BEARINGS FOR THIS MAP.
Prepared Under The Supervision Of :
Q
de Jes��FL
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
No. 65195
10601 CHURCH STREET, STE. 107
3
0+
Expi 9-30-05 Q
PHONE (909) 948-1311
9 CIVI
CAI-
Date : 1Z -If -d
4
2.5'
RCE 65195 EXP. 9-30-05
G5
4 II
FI
I 17+17.25 EL REVINd DRIVE
' V
14 2 17 w
11+ 71.77 CYPRESS
VE.
IV
1,9'2 433" W
�1�0
14
I
ROP.L 'S.D.
8 " W TER
2611
CN
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o ��q54.
�
1 36(G
®
I
I TRACT BNDRY.
I
LAJ
¢6T Wpo-
140,
56'
SIERRA LAKES PARKWAY
PER D WG. NO. 3237
SHT 2 OF 5
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
STANDARDS IN EFFECT.
Cie
4 (I 27
J+�C'j 1 ^mom ,, .. �,.�, p ".
co J
t 25' 251'.26
� o A v gr)
) 18 18' '
�� 8 7 +
Q) CIO -
Ln
r�JVO, 18,2871 I
EL RL VINO DRIVE
SEE LEFT HEREON
CYPRESS AVE.
BENCH MARK: ## 615
BASIS OF BEARINGS:
RAILROAD SPIKE AT INTERSECRON OF
THE BEARING OF N70'35 271E ALONG THE
CITRUS AVENUE AND LOS CEDROS
CENTERLINE OF SIERRA LAKES PARKWAY
AVENUE, IN POWER POLE NO. 9011E
ON THE EAST SIDE OF CITRUS AVENUE.
AS SHOWN ON PARCEL MAP NO. 15829,
FILED IN BOOK 198, PAGES 60 THROUGH
64 OF PARCEL MAPS, WAS USED AS THE
ELEVATION: # 1467.59
ASIS OF BEARINGS FOR THIS MAP.
Prepared Under The Supervision Of :
Q
de Jes��FL
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
No. 65195
10601 CHURCH STREET, STE. 107
RANCHO CUCAMONGA, CA 91730
Expi 9-30-05 Q
PHONE (909) 948-1311
9 CIVI
CAI-
Date : 1Z -If -d
RCE 65195 EXP. 9-30-05
CONSTRUCTION NOTES
O1 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 959 COMPACTED
NA TI VE MA TERIAL (SEE GENERAL NOTES 31 & 32)
(�2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003
O CONSTRUCT 6" TO 8" P.C.C. CURB & GUTTER TRANSITION PER
CITY STD. PLAN NO. 1003
O4 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.
U8 CONSTRUCT CURB OPENING CATCH BASIN PER A. P. W. A. STD. PLAN
300-2, "W" PER PLAN
O9 ADJUST MANHOLE/CLEANOUT TO GRADE PER CITY STD. 109
10 ADJUST VA VE TO GRADE PER Cl TY 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.
O15
SAWCUT AND REMOVE EXISTING A. C. PAVEMENT
16 REMOVE EXISTING AC BERM
17 CONSTRUCT 4 1/2" AC PAVEMENT (MIN.) OVER 12" OF 959 COMPACTED
NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32)
DRAINAGE DETAIL ON CYPRESS AVE.
SCALE.- 1 "=20'
SIERRA LAKES SPECIFIC PLAN
CITY OF FONTANA, CALIFORNIA
S TREE T IMPROVEMENT PLANS
DRAWN BY: SCALE:
cc TR. NO.16267-1 & TR. NO. 16267-3 1 "=40'
DESIGNED BY: DATE:
MJG/LP EL gVINO DRO & CYPRESS AVE. DEC. 2003
BY APPRO BY: DRAWING NO.:
MJG/LP/Z - ZZ -O> 3503 L7]
CITY ENGINEER- C.E. 51152 DATE
JA826-1181\Street\st04.dwg, 12/19/2003 12:49:17 PM, MG