HomeMy WebLinkAbout5809-2NOTE•
CONTRACTOR TO VERIFY ELEVATION &
LOCATION OF EXISTING UTILITIES PRIOR TO
CONSTRUCTION & NOTIFY ENGINEER IF
DIFFERENT THAN PLAN.
15
P=1696.8
i LOT
rA r
10+00.00
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10+00
16
P-1696. 4
u
11 +00
97
P=1696.0
N89°19'07"E 349.57'
14 93
P=1696.8 P-1696. 4
12
P=1696.0
18
P=1695.7
11
P-1695. 7
12+00
19
P=1695.4
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N89'19'07"E I
10
P=1695.4
13+00
20 21
P-1694. 9 I P-1694. 7
r 8" WATER 1 A
w -
�' 13
1A 1A
9 8
P=1694. 9 P-1694. 7
I3+49.57 PEGASUS BAY PLACE=
15+78.80 RUBICON WA Y
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22
P-1694.7
MIN
I �
20' 20'
30' 30'
60'
RUBICON WAY
SEE SHEET NO 4
14+00
� /N T
I3+54.57 PEGASUS BAY PLACE=
15+83.80 RUBICON WAY
23 24
P-1694. 9 i P-1695. 3
15+00
25
P=1695.8
0
w w w
0
14 15
8" WA TER o N N8979'07"E 262.63'
0
55 1 51
16+ 12.19 PEGASUS BAY PLACE=
15+76.29 ROYAL OAKS WAY
�MHNo6
16+00
26
P-1696.2
20' 1 20'
30' I 30'
60'
ROYAL OAKS WAY
SEE SHEET NO 5
-pf
� INT
16+17.19 PEGASUS BAY PLACE=
15+81.29 ROYAL OAKS WAY
�J
-p_9
8" WATER
00
PROFILE 5CALE
HORZ.• 1 " = 40'
VERT• 1 " = 4'
4 " SEWER LA TERAL S
LOT NO.
DESIGN STA
AS -BUILT" STA
BACKWATER
YES
NO
8
12+96.57
X
9
12+35.57
X
10
11+95.57
X
11
11+21.57
X
12
10+85.57
X
13
10+20.53
X
14
10+08.00
X
15
10+05.00
X
16
10+17.00
X
17
10+90.57
X
18
11+28.57
X
19
12+00.57
X
20
12+31.16
X
21
13+09.57
X
22
I3+37.76
X
23
14+17.57
X
24
14+55.57
X
25
15+44.79
X
26
15+74.33
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
PECV4UU5 BA Y PLACE ` SCALE. 1 -40' o
NOTE 0 40 80 120 160 0
CONTRACTOR TO VERIFY ELEVATION &
LOCATION OF EXISTING UTILITIES PRIOR TO i
CONSTRUCTION & NOTIFY ENGINEER IF
DIFFERENT THAN PLAN. z
p PREPARED FOR: BASIS OF BEARING- ENGINEERING J57 N. SHERIDAN STREET
O SHOULD CONSTRUCTION OF REQUIRED SUITE 117 QROFESS/p CITY OF FONTANA, CALIFORNIA
DIMPROVEMENTS NOT COMMENCE THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE (O �
LAND PLANNING CORONA, CALIFORNIA 92880
WITHIN TWO YEARS OF THE DATE OF 1/4 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, TEL. (951) 279-1800 ��� 4� <ly �, ON -SITE SEWER IMPROVEMENT PLAN rl 11LENNAR HOMES PER PARCEL MAP NO. 19434, P.M.B. 242/97-98. SURVEYING FAX (951) 279-4380
APPROVAL SHOWN HEREON ANDEngineering,
ti z
g 9 / � `' DESIGNED BY.• TRACT NO. 20214:3 SCALE:
980 MONTECITO DRIVE, SUITE 302 BEING: N003332"W En ineerin , Inc. ``' E N0•12531419 � AS NOTED 3
DIAL TWO 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 PEGASUS BAY PLACE DATE
YOU DIG YOU DIG FAX 951 817-3650 CAL TRANS BENCHMARK #8-17 ' �1 gTFOF ��Fo�` PB JUL Y 2019
THEM INTO CONFORMANCE W/TH ( ) 0711112019 cA
TOLL FREE DIAL 811 STANDARDS /NEFFECT BRASS DISK LOCATED IN SC.E. TOWER LEG LOCATED 343 N/0 /-210, 0.2 CHECKED BY. APPROVED BY: Va4
�DRAWING NO:
A PUBLIC SERVICE BY MILES WEST OF SAN SEVAINE ROAD. AM/R H. FALLAHI , RCE 55534 DATE 0e�E 8/1 /2019
UNDERGROUND SERVICE ALERTELEVATION=1428.609 AF CITY ENGINEER RCE 51152 5809 AREyi
REVISION DESCRIPTION ENGR. DA TE CITY DATE
0