HomeMy WebLinkAbout2989-5CONSTRUCTION NOTES
STORM DRAIN PER
CITY DWG. NO. 3060-
8
WE
BEARTREE STREET
SEE SHT 4
54'
27 27
40' 12
20' 20' 11
U
'I 0i~75
I I I i l 4 U?
I o
I I V I I I
I I I1 15+09.15 EC
11
76
PROPOSED SE
CITY DWG NO.
R /W�
77
PER-\
0
i�
i:illl!illii;;ii 11111108
Underground SaNiCe Aert SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
FOREr� CBII� TOLL FREE APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
C�DDILIGENT MANNER THE CITY ENGINEER MAY REQUIRE
1_8W REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS
227_2600 IN EFFECT.
TWO WORKING DAYS BEFORE YOU DIG
N
THE STRATHAM GROUP
2201 DUPONT DRIVE
SUITE 300
IRVINE, CALIFORNIA 92612
(949)833-1554 FAX (949) 833-7853
5' PUE
PROPOSED 8" ATER LINE
52 53
12
rE:1
5' PUE
54
13
PROFILE
HORIZ. 1 "=40'
VERT: 1 "= 4'
14 ZL RECORD DOCUMENT
OAK VALLEY DRIVE 'These Record Documents have been prepared
based on information provided by others. The
SEE SHT 6 Design Professional has not verified the accuracy
50' and/or completeness of this information and shall
25 25 not be responsible for any errors or omissions
36 which may be incorporated herein as a result
18 18' q�
12 `7 11--15-04.
12+79.02 EC DATE
-417 GABELS CREST PLACE
BEARTREE STREET
SEE SHT 4
CURVE DATA
0
INSTALL 5800 LUMEN
HPSV STREET
LIGHT (70 WATT; #7) 25 FT. LUMINAIRE HEIGHT POLES
T
0
SHALL BE MARBELITE
OR APPROVED
EQUAL. PER
CITY STD. DWG # 1016
CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, W=5.5'
2�—CONSTRUCT
4" AC PAVEMENT (Min)
OVER 12" OF
95% COMPACTED NATIVE
F
58.00'
( See general notes
27 & 28)
241.79'
B
ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
30—
CONSTRUCT 6" PCC
CURB AND GUTTER PER CITY
STD. DWG. NO. 1003
10 CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO. 118
95'06'44"
CONSTRUCT PCC DRIVE APPROACH
PER CITY STD.
DWG. 102, W=5.5', WIDTH=16'
11 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139
28'57'18"31.33'
31.33'
16.01
H
25.00
12 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
39.24
24.97
D
58.00'
142'47'53"
144.55'
172.33'
1
43.00'
8453'16"
PLANS PREPARED FOR
39.32'
REVISIONS Enaineer City
Underground SaNiCe Aert SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
FOREr� CBII� TOLL FREE APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
C�DDILIGENT MANNER THE CITY ENGINEER MAY REQUIRE
1_8W REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS
227_2600 IN EFFECT.
TWO WORKING DAYS BEFORE YOU DIG
N
THE STRATHAM GROUP
2201 DUPONT DRIVE
SUITE 300
IRVINE, CALIFORNIA 92612
(949)833-1554 FAX (949) 833-7853
5' PUE
PROPOSED 8" ATER LINE
52 53
12
rE:1
5' PUE
54
13
PROFILE
HORIZ. 1 "=40'
VERT: 1 "= 4'
14 ZL RECORD DOCUMENT
OAK VALLEY DRIVE 'These Record Documents have been prepared
based on information provided by others. The
SEE SHT 6 Design Professional has not verified the accuracy
50' and/or completeness of this information and shall
25 25 not be responsible for any errors or omissions
36 which may be incorporated herein as a result
18 18' q�
12 `7 11--15-04.
12+79.02 EC DATE
-417 GABELS CREST PLACE
BEARTREE STREET
SEE SHT 4
CURVE DATA
0
R
Q
L
T
0
R
Q
L
T
A
25.00'
92°37'10"
40.41'
26.17'
F
58.00'
153°01'20"
154.90'
241.79'
B
25.00'
90°03'48"
39.30'
25.03'
G
25.00'
95'06'44"
41.50'
27.34'
C
62.00'
28'57'18"31.33'
31.33'
16.01
H
25.00
89'5612
39.24
24.97
D
58.00'
142'47'53"
144.55'
172.33'
1
43.00'
8453'16"
63.71'
39.32'
E
25.00'
84°53' 16"
37.04'
22.86'
J
43.00'
95'06'44"
71.38'
47.02'
Val Date: Approval Date:
BENCHMARK
CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN
SEVAINE RD., IN SOUTH CONCRETE BASE OF
S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
HIGHLAND AVE. FROM SIERRA AVE.
ELEVATION. 1428.6090
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
160
Prepared By: CITY OF FONTANA, CALIFORNIA
ALLAAD ENGINEERING °��FSS"A��`�
STREET IMPROVEMENT PLANS
Civil Engineering -Land Surveying -Land Planning�� tiDrawn By: Scale:
�
8253 Sierra Avenue Z
�, TRACT NO.169
Fontana, California 92335 No, 43976 r� DEA/WF 111=40 jP
(909) 6-1815 Fax (909) 356-1795 ol� Exp, 6/30/05 ROYAL CREST: PLACE AND
* * Designed By: Date:
2002
�—lo—oZ �qTF CIVIL o���P JF/JR GAB S C LCE
APRIL 1. OF CALIF Checked By: Dwg. No. 5
David S. Hammer, A.C.E. 43976 Date Approved:
(expires 6/30/2005) �-7 DSH/DB CITY ENGINEER R.C. . 51152 2989 9
Filename: M: DWG 12903 16009 STREETS 16009—ST-5.dwg