HomeMy WebLinkAbout5809-4NOTE•
CONTRACTOR TO VERIFY ELEVATION &
LOCATION OF EXISTING UTILITIES PRIOR TO
CONSTRUCTION & NOTIFY ENGINEER IF
DIFFERENT THAN PLAN.
-1
9+95.00 RUBICON WAY=
12+23.9 SHAFER COURT
�MHNo2
f/
24" STORM DRAIN
r/ /
* NOTE.•
CONTRACTOR TO VERIFY ELEVATION &
LOCATION PRIOR TO CONSTRUCTION &
NOTIFY ENGINEER IF DIFFERENT THAN PLAN.
10+00 11 +00 12+00
SHAFER COURT
SEE SHEET NO 3
60'
30' 30'
20' j 20'
8" WA TER
II �
2 I3+ 15.00 RUBICON WA Y=
5 ' 21 +61.00 OAKVILLE STREET
I
I I MH No 7
15' 58 57 56 55 54
II P=1677.6 P=1679.3 P=1681.0 P=1682.7 P=1683.7
I
II lA 1A lA lA c
13+00
OAKVILLE STREET
SEE SHEET NO 3
60'
30' 30'
20' 20'
8" WATER
5 1 15'
W
0
rn
z
320.00' NO 40'53"W'
--t i - t - , _ =12 -� __ _ i N040'53"W--I3_-
w n w w n w--/
r + r IOI
W - r
o :zE 1A 24" STORM DRAIN
59 60
z P=1677.9 P=1680.2
lNT
10+00.00 RUBICON WAY=
12+28.9 SHAFER COURT
I
SHAFER COURT
SEE SHEET NO 3
69
P=1682.3
14+00
13+00
15+78.80 RUBICON WA Y=
I3+49.57 PEGASUS BAY PLACE
�MHNo8
� o
o
263.80' NO 40'53"W' �' N
14
0�m
1A \-8" WATER IA 18" STORM DRAIN IA
62 63 64 65
P=1684.5 P=1686.7 P=1688.9 P=1691.1
/N T
13+20.00 RUBICON WAY=
21+66.00 OAKVILLE STREET
RUB/CON WAY
J
15+00
PEGASUS BAY PLACE
SEE SHEET NO 2
60'
30' 30'
20' 20'
8" WA TER
5' I
15' J /
/N T
15+83.80 RUBICON WAY=
1 I3+54.57 PEGASUS BAY PLACE
15 22
-w w ric",
I�
IA
z
P=1692.1 �J
PEGASUS BAY PLACE
SEE SHEET NO 2
PROFILE 5CALE
HORZ.• 1 " = 40'
VERT• 1 " = 4'
4" SEWER LATERALS
LOT NO.
DESIGN STA
"AS -BUILT" STA
BACKWATER
YES
NO
54
12+62.00
X
55
12+00.00
X
56
11 +50.00
X
57
11 +00.00
X
58
10+50.00
X
59
10+60.00
X
60
11 +30.30
X
61
11+78.80
X
62
12+46.80
X
63
I3+09.95
X
64
13+73.80
X
65
14+38.80
X
66
15+20.80
X
CONSTRUCTION NOTES
O1 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN
1A CONSTRUCT 4" VCP SEWER LATERAL & HOUSE CLEANOUT PER
CITY STD. PLAN NO. 2005
OCONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD.
PLAN NO. 2001
SCALE: 1 -40' k
0 40 80 120 160 N
cN
p 0 PREPARED fOR.• BASIS OF BEARING ENGINEERING 357 N. SHERIDAN STREET CITY OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF REQUIRED SUITE 117 pFEss�p
IMPROVEMENTS NOT COMMENCE THE BASIS OF BEARINGS FOR THIS SURVEY /S THE EAST LINE OF THE SE ' LAND PLANNING CORONA, CALIFORNIA 92880 �OeR N. Fq �ql N
WITHIN TWO YEARS OF THE DATE OF 114 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, TEL. (951) 279-1800 �����`� <ly `��ON-5/TE SEWER IMPROVEMENT PLAN
APPROVAL SHOWN HEREON AND LENNAR HOMES PER PARCEL MAP NO. 19434, P.M.B. 242197-98. SURVEYING FAX (951) 279-4380 � ti z
/ m DESIGNED BY. TRACT NO. ZOZ�4:3 SCALE:
980 MONTECITO DRIVE, SUITE 302 BEING. N0033'32"W Engineering, nc. E N0 12531419 � AS NOTED 3
DIAL 1W0 WORKING CARRIED FORTH IN A DILIGENT MANNER, CORONA CA 92879 _ ___ * P / / * JS
BEFORE ,,,,� DAYS BEFORE THE CITY ENGINEER MAY REQUIRE
BENCH MARK:
REVISIONS TO THE PLANS TO BRING (951) 817-3545 s� civic- ��P DRAWN BY RUBICON WAY DATE
YOU DIG YOU DIG FAX 951 817-3650 CAL TRANS BENCHMARK #8-17 ' �1 9TFOF ��Fo�` PB JUL Y 2019
THEM INTO CONFORMANCE WITH ( ) 0711112019 CA ,, '� J� /�J
TOLL F R E E DIAL 811 STANDARDS /N EFFECT BRASS DISK LOCATED IN S.C. E. TOWER LEG L OCA TED 343 N/0 /-210, 0. 2 CHECKED B Y. APPROVED BY- v «%�C9'� j' DRAWING NO: 4
A PUBLIC SERVICE BY MILES WEST OF SAN SEVAINE ROAD. AM/R H. FALLAHI , RCE 55534 DATE DATE 8/l /20� 9
UNDERGROUND SERVICE ALERT ELEVATION=1428.609 AF CITY ENGINEER RCE 51152 5809 .S
REV. REVISION DESCRIPTION ENGR. DATE CITY DATE
0