HomeMy WebLinkAbout2517-441 T
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39 Cu
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_SCALE: LE: - 1 8 �
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SEE SHEET 5
HAWAII WAY
ARIZONA S TREE!T
SEE SHEET 3 ^CONSTRUCTION NOTES: SEE R I Q H T
DATA O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE MATERIAL
Q
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
Q
90006'27"
25.00
39.32
25.05
Qe
90006'27"
45.00
70.77
45.08
Q
24010'39"
57.60
24.05
12.21
Qo
138027'45"
57.00
137.75
150.30
Q
90000'00"
25.00
39.27
25.00
Q
89053'33"
25.00
39.22
24.95
L
-� -J
8" Gu E�
13
INSTALL 5800 LUMENS STREET LIGHTS BY OTHERS.
(SEE GENERAL NOTES 30 & 31).
CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 101.
O CONSTRUCT PCC CROSS GUTTER PER CITY STD. DWG. 104.
t`6 CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 104A.
O CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 105A, "W" PER PLAN.
O CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 121, WIDTH PER PLAN.
.S CAGE /" = /O'
0
Q
. M
/7 /7
SEE LEFT
W
J
Q ):
/7
OREGON STREET p
2 17 /7 Q/7 /7 /7 /7 /7
20 I '20'-Il48 49 50 51 52 53 54 55 56
47
111 28 83T d' NN n. S,g2
- L _
ai ; ,� rj' �. 6.
tci
LE
II- - - - - - - - - -
2J I I �� i - 56.56 - 64.76 - 65.00 - 65.00 64.76 64.76 64.76,-
Q''C 355
N •� N 32, DoT o 01
46 I I �� O t3 N 89058'18"W
di 00 2 ?8 1 0. _ _ 2+00 3+00 4+00 33 5+014611,4g9X U) qti
Q 3'�•, o
.• _ 3
_ . `� e > �- - -52.00 - - - 65.00- - - 65.00- - - - 65.00 - - - - - 65.00 _ - - \ - 65.00 - - - - - 65.00 - - v L-33Oy
0 2)� "� T-�
'
45 I11' Q 3 o 4\ UN
Zo 20 ?, 6, 67 N 66 65�; ro 64 63 62 61 �, 60 3 59
NEVADA COURT
0
2.5 /4' /7
PAm F
�N �� ��, �� N 3 y� y DATA
IS u
ly' cJ >�
cU,ee E ti� tip' '' cues 26 66 cam~ �- - - II o
�o "CU.2B
E' 1 �.G - - - - 2'
�S � V' No. 62183
Q
DELTA/BEARING
RADIUS
LEN./DIST.
INSTALL 2" X4" REDWOOD HEADER
Q
90006'27"
25.00
p d. 3
25.05
2 2
10
CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO. 118.
3 "�G/TrErPN
24.95
Q
37051'49"
2�
11
T
ADJUST MANHOLE FRAME AND COVER O GRADE PER CITY STD. DWG. NO. 109.
QQ
255043'38"
38.00
169.60
12
ADJUST VALVE BOX AND COVER TO GRADE PER CITY STD. DWG. NO. 130.
T
I
021
L
-� -J
8" Gu E�
13
INSTALL 5800 LUMENS STREET LIGHTS BY OTHERS.
�• I0
2
o� 90.00 Z- C..F3
-r
I %
COrv$T/2 UC T �/E91,,4 Y A /�i�,POACf/ �W = PE,Q /SLA//) �E� �' /T Y
W= 28; v=G'
S
.5 7-z--.1 /7WG.
2!x.28 TC 23.(0/ f
/8
CaA457,P_ 7' 4% " 4C /�A1/O!/E.e /2" OF 95 0o CO.t�If'A 'TEO
rATrH RASTN - DUATT,
NAT/l/E ti1ATE.P/AL, NOTES
.S CAGE /" = /O'
0
Q
. M
/7 /7
SEE LEFT
W
J
Q ):
/7
OREGON STREET p
2 17 /7 Q/7 /7 /7 /7 /7
20 I '20'-Il48 49 50 51 52 53 54 55 56
47
111 28 83T d' NN n. S,g2
- L _
ai ; ,� rj' �. 6.
tci
LE
II- - - - - - - - - -
2J I I �� i - 56.56 - 64.76 - 65.00 - 65.00 64.76 64.76 64.76,-
Q''C 355
N •� N 32, DoT o 01
46 I I �� O t3 N 89058'18"W
di 00 2 ?8 1 0. _ _ 2+00 3+00 4+00 33 5+014611,4g9X U) qti
Q 3'�•, o
.• _ 3
_ . `� e > �- - -52.00 - - - 65.00- - - 65.00- - - - 65.00 - - - - - 65.00 _ - - \ - 65.00 - - - - - 65.00 - - v L-33Oy
0 2)� "� T-�
'
45 I11' Q 3 o 4\ UN
Zo 20 ?, 6, 67 N 66 65�; ro 64 63 62 61 �, 60 3 59
NEVADA COURT
0
2.5 /4' /7
PAm F
�N �� ��, �� N 3 y� y DATA
IS u
ly' cJ >�
cU,ee E ti� tip' '' cues 26 66 cam~ �- - - II o
�o "CU.2B
E' 1 �.G - - - - 2'
�S � V' No. 62183
Q
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
Q
90006'27"
25.00
39.32
25.05
Q°
89053'33"
25.00
39.22
24.95
Q
37051'49"
57.00
37.67
19.55
QQ
255043'38"
38.00
169.60
I
T
6 -YJ
RECORD
DRAWli;iG�
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PAW, ON THE BASIS OF INFORMATION COMPILED AND
�(p Q� y %-'s •� �°� N 6 Sr * AF, * FURNRUM.8Y OTHERS. THE ENGINEER WILL NOT BE
!!NHOAPORATED
2�. � � CIA1V1 #1AVI 2 ��F0RANyevjMOM � T� I88i0Ni8 WI�Nq�
OJF A NNWTIOOR
C.B.
2�.7G T.C., 26.o9.s
CATCH BASIN DETAIL CATCH BASIN DETAIL BENCH MARK: # 361 BASIS OF BEARINGS: CITY OF F CALIFORNIA
I ORTH FACE OF
58
PLANS PREPARED FOR
LEWIS HOMES OF CALIFORNIA
ATTN : Ms. MIMI RAYL
1156 N. MOUNTAIN AVENUE
P.O. BOX 670
UPLAND, CA 91786
PHONE: (909) 985-0971
SPIKE N Nf
TRACT N0. 15709-2 SCALE:
STREET PLAN AS SHOWN
OREGON STREET
DATE:
NEVADA COURT
DWG. NO. SHEET NO.
APPROVED g.�e�� 2517 40F5
;C -0+v CITY ENGINEER R.C.E. 25126
QEF* AU W Ey Y 51 Htt l FLAN - d1 LU, d001 Fr: 1000 OUB 1U-jU1-y/ 1d: 1e FM / 1eb-1UoU-1
DWG. DATE: 2_�?
SCALE / "_ /O'
PP # 1536697E . @ S . W .
Inc C . L . OF CHERRY AVE. BEING
N 00008'09" E PER P.M. 1959,
COR. OF BASELINE AVE.
6 SULTANA AVE.
P.M.B.
28/18 WAS USED AS THE
ELEVATION: 1365.01
BASIS OF
BEARINGS FOR THIS PLAN
DRAWN BY:
.
PREPARED IN THE OFFICE OF
MN1S
MADOLE AND ASSOCIATES, INC .QuoZ�T�N�q�F
DESIGNED:
OF THE INLAND EMPIRE
fMAIMmn
10601 CHURCH STREET STE. 107
�����
� �^
c � m 9
CHECKED:
76 ORWY
RANCHO CUCAMONGA, CA 91730
No. 14814
'
PHONE (909) 948-1311
Exp: 3-31-01
1. 9V. CA 74C �.5'/N " V "D/til.
6 1 97
�j
stgl�
JOB N 0 .
,
�1
J
FI C A i
REV I S I ONS
APPROVAL
DATE
APPROVAL
DATE
J . M. MADOLE R . C . E . 14814 DATE
TRACT N0. 15709-2 SCALE:
STREET PLAN AS SHOWN
OREGON STREET
DATE:
NEVADA COURT
DWG. NO. SHEET NO.
APPROVED g.�e�� 2517 40F5
;C -0+v CITY ENGINEER R.C.E. 25126
QEF* AU W Ey Y 51 Htt l FLAN - d1 LU, d001 Fr: 1000 OUB 1U-jU1-y/ 1d: 1e FM / 1eb-1UoU-1
DWG. DATE: 2_�?