HomeMy WebLinkAbout2990-3BEARTEE STREET
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PROPOSED STORM DRAIN
64
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PER CITY DWG. N0. 3060 I
ill �7I
15"' P U E }
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II , 72 82-
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20' 20' 6 ' 18' " 18' 6
27' 27' 25' 251
54' 50'
BEARTREE STREETROYAL CREST PLACE OAK VALLEY DRIVE
SEE SHT 2 SEE RIGHT
ARECORD OCU ENT'
CONSTRUCTION NOTES
These Record Documents have been prepared
2QCONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 based on information provided by others. The
Design Professional has not verified the accuracy
CONSTRUCT 4" VCP SEWER LATERAL & CLEANOUT PER CITY STD DWG NO 125 and/or completeness of this information and shall
(SEE GENERAL NOTE N0. 30) not be responsible for any errors or omissions
ich may be incorporated herein as a result
G CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN
INSTALL BACK FLOW CHECK VALVE DATE
�7 -- CONSTRUCT CONCRETE ENCASEMENT PER DETAIL SHEET 1 OF 5
PLANS PREPARED FOR REVISIONS Engineer City
r val Date: Approval Date:
Und^rground SeNce /! ed SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS TSE STRATHAM GROUP
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
ORE r� Cat. TOLL FREE APPROVAL SHOWN HEREON AND CARRIED FORTH IN A 2201 DUPONT DRIVE
o� o DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE SUITE 300
REVISIONS TO THE PLANS TO BRING THEM INTO IRVINE, CALIFORNIA 92612
1-800 NO EFFECT. NCE WITH CONDITIONS AND STANDARDS
227-2600 {949}833-1554 FAX (949) 833-7853
TWO WORKING DAYS BEFORE YOU DIG . I - i I =j
mo
13
al
PROFILE
HORIZ. 1 "=40'
VERT: 1 "= 4'
61 60 59 58 J�.
64 �� �� & 3 ) TYP. ��
6
65 i\ � � n
u
81 80
82 78
I
'$ 25' 25�
'$ OAK VALLEY DRIVE
50'
ROYAL CREST PLACE
SSE LEFT
SEWER LATERALS
LOT NO.
DESIGN STA.
AS—BUILT STA.
LOT9NO.
DESIGN STA.
AS—BUILT STA.
LOT NO.
DESIGN STA.
AS—BUILT STA.
58
13+37
&0
65
10+10
0 08
80
19+49
X11-490
59
13+29
27
66
13+20
f 25
81
20+22
J f rz
60
12+60
127454
67
13+15
IV /2
82
+7
O1- !02
61
12+30
68
12+67
(p
62
11+40
1- t36
69
11+76
//� Z
63
11+10
!t O
70
11+46
W 44
64
10+32 1
/D f 30
71
10+67
/0/ to
BENCHMARK
B.M. #361, SPIKE IN NORTH FACE OF P.P.
#1536697E AT SOUTH WEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
ELEVATION: 13 6 5.01
Prepared By:
ALLARD ENGINEERING
rc-)I�N�iCivil Engineering - Land Surveying - Land Planning F,p
5253 Sierra Avenue
Fontana, California 92335 Lo976
56-'15t Fax (909) 356-1795xp,0/05
3 7 4 Z 9� CIVIL 1�
David S. Hammer, H.C.E. 43976 Date FDF CA<_�4Q
(expires 6/30/2005)
18' 11
25' 25-
50'
CABELS CREST PLACE
SEE SHT 4
4
Wo
M9
GRAPHIC SCALE
( IN FEET )
I inch = 40 fL
9=
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
Drawn By: TRACT NO. 16009 Scale:,,— »
DEA/JK/WF �^+ 1 40
Designed By: Rq_Y �✓R PLACE — Date:
DA OAK AL DRIVE MARCH, 2002
Checked By:(*
y: Approve Dwg. No. 3
DH CITY ENGIN R R. .E. 152 1. 7 5
Filename: M:\UwU\129U.5\lbUU9\5twtK\1t5UUV-5WK—J.a�