HomeMy WebLinkAbout5607-6-
-
Line #
- .71'
42
L=19.20'
L1
L=115.19' O.C.
O.C.
TANGENT
N10°27'05"W
Co
9.62
C2
010°00'02"
110.00
19.20
- 50' V.C.
C2 0'3W
rn
NN
J
U_ W LID
co
Co N
J
LL
16.11'
26.60'
v
W
P.I.=67.91
•
32.595'
25' U 25'
32.595'
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CO
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00100
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1.04%
AMBROSIA LANE
0.50%
- 1
1.04%
SEE SHEET 3
11765 WILY TC -
1770 FLY TC-
L1765-E'LY TC -
Line Table
Line #
Direction
Length
L1
N09033'00"E
42.71
L2
N10°27'05"W
42.71
L=70.69' ALONG
CROWN LINE
50' V.C. 10.345'
10.345' PVI=68.11 LU
25' o
25'
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Uo U o c
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oo CID w CD co
R o
0,841 %
1
1.16%
O 4EAU CURB
O �
O
O UD
+ Co
1.16%
11 +00
L=47.12'
L=47.12' O.C. LI4
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11
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L=39.2T I- F L=39.27
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FL X GUTTER E2 11
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@ 1.16%
12+00
50' V.C. ' O
P.I.=72.03 "
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P.I.=72.03 -
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°° U `� 70.99 TC;70.49 FL
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off, �iJ > _ & �; 12+60.00 BUSHBERRY AVE. , 71.42 TC;70.92 FL
64 ���� F� w o U co rn o Ln =13+45.00 RED WILL ST.
co `V m coo 12+08.00 ECR 13+12.00 BCR
l9�� 9L PROP. R/W 8 70.38 TC;69.88 FL 71.59 TC;71.09 FL
I I11
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5 C1
TYP ! 2 1 PROP. SD 4 12 13 �, A' 173 2 14
7 12 Ods Q 7 >> PROP. WATER 2
W9)y
ECRU_ PROP. RM4 / U_
67.62 TC;67.12 FL • J Urn m _ � J U o
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TIMBERLAND LANE RED WILLOW STREET
SEE SHEET 5 SEE SHEET 4
Curve Table
Curve #
Delta
Radius
Length
Tangent
C1
010°00'02"
110.00
19.20
9.62
C2
010°00'02"
110.00
19.20
9.62
UA I UH BA61N
LD CASE "A"
CL CB BUSHBERRY AVENUE
LOCAL DEPRESSION DETAIL
SCALE: V=10'
5' 5' W=28' 6' 5'
STA. 11+90.00 CL CB BUSHBERRY AVENUE
LOCAL DEPRESSION DETAIL
SCALE: 1"=10'
REV. REVISION DESCRIPTION
A �
C=_
TOLL FREE -Immemmm- 8fl
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
50' V.C.
J 11
P.I.=76.66
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J 11
P.I.=76.69
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PROP. R/W
(RACT N0.19961-1
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PROP. TOP OF
WEST CURB -
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L=39.27'
O.C. L/4
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39.27
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16+00 17+00 18+00
pALE: 1 " =40'
5 6 7 110
17+13.83 BUSHBERRY AVE.
=10+00.00 AMBROSIA LN.
PROP. RIW 4
- PROP. SEWER 5 1 11
2
16TYP 1 S 1
N00°27'03"W - - - & &
Kul
BUSHBERRY AVENUE
(:A I (;H IJA51N
LD CASE "A"
STA. 14+16.98 CL CB BUSHBERRY AVENUE
LOCAL DEPRESSION DETAIL
SCALE: 1"=10'
11 MOM
• 1 �� 94 1 '
1
1 , /I •
LU
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94.83 TC;94.33 FL
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00100
AMBROSIA LANE
CEDAR VIEW LANE
SEE SHEET 3
SEE SHEET 2
CONSTRUCTION NOTES
PROP. TOP OF
WEST CURB -
O
O Ca
O
CO 00
L=39.27'
O.C. L/4
�N
z L-=
39.27
O.C. L14 L14 L14 Of 00 U
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00
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FL -GUTTER C 11
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16+00 17+00 18+00
pALE: 1 " =40'
5 6 7 110
17+13.83 BUSHBERRY AVE.
=10+00.00 AMBROSIA LN.
PROP. RIW 4
- PROP. SEWER 5 1 11
2
16TYP 1 S 1
N00°27'03"W - - - & &
Kul
BUSHBERRY AVENUE
(:A I (;H IJA51N
LD CASE "A"
STA. 14+16.98 CL CB BUSHBERRY AVENUE
LOCAL DEPRESSION DETAIL
SCALE: 1"=10'
11 MOM
• 1 �� 94 1 '
1
1 , /I •
LU
co
11TANG NT,
OD
19+00
J
J 11
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CID�=
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4 PROP. R/W
C
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C2 0'3W
19+00
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o
17iN
U
H
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4 PROP. R/W
C
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C2 0'3W
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NN
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Co N
J
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94.83 TC;94.33 FL
co 00
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•
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co 91
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19+00
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12 13 �
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PROFILE
HORIZ 1"= 40'
VERT 1"= 4'
PLAN 1"= 40'
SCALE IN FEET
40 80 1
DATE ENGR. CITY DATE PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT PRLSS/wq � IN -TRACT STREET IMPROVEMENT PLANS
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN ��"o``' Ts�� �r
W 3 = G Z MA D O L E 8302 PITTSBURGH AVE., SUITE 230 DRAWN BY: TRACT NO. 19961-1 SCALE:
No. 36637 C m I RANCHO CUCAMONGA, CA. 91730
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY PHONE: 909.481.6322 DMAS SHOWN
Exp: 06-30-18 gineeri g Communities for Life FAX: 909.481.6320 DESIGNED BY: BUSHBERRY AVENUE DATE:
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM � C/ V �\, � GB / SCL STA. 10+00.00 STA. 19+73.83 JAN. 2017
INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. TFOFCAL\F011> , DIA4Z,41 CHECKED BY: APPROM Y: DRAWING NO.
WEN ELL L. IW TSURU EXP 6-30*18' WLI _< 6/8/17 5607 6
CITY ENGINEER R.C.E. 51152 DATE 9
L7A
12 �
� -
4 PROP. R/W
C
0
EC
I
v CN
m -
J
LL
J
U_ W LID
co
Co N
J
LL
94.83 TC;94.33 FL
co 00
�0
ti
m
� M OO
�n ' Co
co 91
�0
O
15
CIN
(0N
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0 L"0
1 ' 20' 20' 1 F �co
+�
mN
H
I
CO
w M
$ 26
8�
W rn
00100
AMBROSIA LANE
CEDAR VIEW LANE
SEE SHEET 3
SEE SHEET 2
CONSTRUCTION NOTES
O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL
O
INSTALL STREET LIGHT PER MASTER STREET LIGHT PLAN.
COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32).
10
INSTALL R-1 STOP SIGN PER CITY STD. PLAN N0.4003 WITH "STOP" LEGEND.
O2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
O3 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
11
ADJUST MANHOLE TO FINISHED GRADE PER CITY STD PLAN NO. 2000.
O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006.
12
ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE
O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. (W=16')
13
CITY ENGINEER.
INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001
O CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403. (W=8')
14
REMOVE EXIST. BARRICADE
O CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO. 3003.
15
APPLY DOUBLE YELLOW STRIPE PER DETAIL 22.
SEE SHEET 10 FOR DETAILS.
16
APPLY 12" WHITE LIMIT LINE
O INSTALL STREET NAME SIGN PER CITY STD. NO. 4003.
BENCH MARK: # 6-7 BASIS OF BEARINGS:
SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS
A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 3519 TAKEN
CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01°10'30" W WAS USED AS THE BASIS
ELEVATION: 1739.006' OF BEARINGS FOR THIS MAP.
DATE ENGR. CITY DATE PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT PRLSS/wq � IN -TRACT STREET IMPROVEMENT PLANS
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN ��"o``' Ts�� �r
W 3 = G Z MA D O L E 8302 PITTSBURGH AVE., SUITE 230 DRAWN BY: TRACT NO. 19961-1 SCALE:
No. 36637 C m I RANCHO CUCAMONGA, CA. 91730
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY PHONE: 909.481.6322 DMAS SHOWN
Exp: 06-30-18 gineeri g Communities for Life FAX: 909.481.6320 DESIGNED BY: BUSHBERRY AVENUE DATE:
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM � C/ V �\, � GB / SCL STA. 10+00.00 STA. 19+73.83 JAN. 2017
INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. TFOFCAL\F011> , DIA4Z,41 CHECKED BY: APPROM Y: DRAWING NO.
WEN ELL L. IW TSURU EXP 6-30*18' WLI _< 6/8/17 5607 6
CITY ENGINEER R.C.E. 51152 DATE 9
L7A