HomeMy WebLinkAbout6258-2\-NEW
SURFACE OVER
CENTERLINE OF PIPE
955
955
LU
00
III
IJ LU
II
ICI
LU
950
950
LU
II
EX. 8.50 LF
STA 13+37.53
�.28 INV.
S=0 .0050 �0050
B" EXTRA
STRENGTH VCP
s=0.0050
s=0.0050
+
+
945
I I
:
945-
9
PROFILE SCALE
HORIZ: 1 "=20'
VERT 1"=2'
10+00 11+00
12+00 13+00 14+00 15+00
C4 LU
CID
IL
CONSTRUCTION NOTES
j
1ca 4 z LU o
Ld
M Uj
0 INSTALL 8" (EXTRA STRENGTH) VCP SEWER LINE (TRENCH PER CITY STD. 1008, BEDDING PER CITY
STD. 2009)
EX. R/W
t j > F
q .4-1
PROPOSED INDUSTRIAL BUILDING
Q CONSTRUCT 48' SEWER MANHOLE PER CITY STD. 2001
V
1
L 22"�5.5. 5 F.F. ELEV= 964.11
(D REMOVE 8- PLUG AND JOIN 8' VCP
1 30'
33, -1
(D PLUG END PIPE FOR FUTURE CONNECTION (PIPE PER PLAN).
w
DoO
------ ----
f R< -
i3-- Nz� NEW PRIVATE SO
NEW MONUMENT
NEW R/W NEW SIDEWALK LU z
STUB EX. R/W m
LU
ULTIMATE R/W 9 47.46
INV IN 8",S
'u.>
m x LU
EX. PP TO BE ui
EX. SS MH 10+00.00
957,011 RIM EX. PP
EX. C&G
EX. R/W '�I*E
UNDERGROUNDED BY
OTHERS
NEW STL PER SEPARATE
NEW C&G LU
LU
EX. PP TO BE
945.3 INV OUT B",E
- — — — — — — — — — — — — — — — — — — — ----
GAS)
(12 3/4' WA)
0
N 0'
- — — — — — — — — — — — — — — --- — 07 S 0.50%
PLAN (12 3/4* WA) -
Z
UNDERGROUNDED BY
OTHERS-
— — — — — — — — — — (2" -
(2- GAS) -- — — — — — — — — — — — (2" GAS) - —
N89*42'05"E _P — — — -
325.05', S=-0.50
— _- - -SANTA ANA AVENUE
1 0 litDO1n
327.03 & —, /-44+05 45tO
12t00 13$00 14t00
EX. �EIIE OF �PAVEMEN�T
EX. EDGE OF PAVEMENT--,,,, ��tN70942'40-=E
1
�507 7P��ROP� :MH
EX. PP
EX. PP EX. R/W
2 3_ .4��
273.81', S= 0.50%
1 13+37.53 2 S -0. 13137�
956.66 RIM - - 277.80'&
946.98 INV IN 8',W
947.18 INV OUT 8",E
917,21 INV OUT 8",N
20' 01 10, 20' 40'
SCALE: 1" = 20'
WDID NO: 836C395728
BENCHMARK
PLANS PREPARED BY:
CITY OF FONTANA, CALIFORNIA
Underground Service Alert
Call:TOII FREE
811
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS
OF THE DATE OF APPROVAL SHOWN HEREON AND
CARRIED FORTH IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS
2-1/2" BRASS DISC STAMPED "CITY OF FONTANA VERT. CONTROL BM 289R"
LOCATION: INT TOP OF CONCRETE CURB AT THE NW CORNER OF SANTA ANA AVENUE CATAWBA
AVENUE +/- 5FT WTY OF S'LY ECR.
ELEVATION: 1030.24' (NAVD 29)
�-®rfESSI
No,85559
V"�LAND
TGroup, Inn—
DRAWN BY: SC
SEWER IMPROVEMENT PLAN
PARCEL MAP 20447
SANTA ANA AVE
SCALE:
TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
BASIS OF BEARINGS
RING OF N89*42'16"E FOR THE CENTERLINE OF SANTA ANA AVENUE AS SHOWN ON
iz IN, 9/3D/2024 =i
4150 CONCOURS, ONTARIO, CA 91764 JOB NO: 2021-272
PHONE: (909) 989-9789 FAX: (909) 989-9660
DESIGNED BY: SC
DATE:
11/14/2022
TWO WORKING DAYS BEFORE YOU DIG
1 A
!PLAN INVERTS AND SLOPES UPDATED TO MATCH ONSITE INVERT REVISIONS! 3/2/231
sM
I KNT
3/23
3/2
1 1
RECORD OF SURVEY 09 -171, FILED IN BOOK 144, PAGE 4 OF RECORDS OF SURVEY IN THE
COUNTY SURVEYOR'S OFFICE IN SAID COUNTY AND STATE WAS USED FOR THE BASIS OF BEARINGS
Cfvi\,
G�p CALVE
85559 11/16/22
ED
APPROVED "L. 61�_ DATE: 12/6/2022
DRAWING NO.
REV.
REVISION DESCRIPTION
DATE
I ENGR.
I CITY
I E
CAT
FOR THIS SURVEY.
I
SIGNATURE: SARA R. MACKINEY, P.E. R.C.E. NO. DATE
_ _
GIA LAM KIM -CITY ENGINEER R.C.E.: 62296
6258