HomeMy WebLinkAbout3683-1CITY OF FONTANA UrMY NOTIFICATION LIST
CRY OF FONTANA
S.B.C. INC.
8353 SIERRA AVENUE
3939 E. CORONADO STREET
FONTANA, CA 92335
ANAHEIM, CA 92807
(909) 350-6632
(714) 666-5500
SO. CALIF. GAS COMPANY
UNDERGROUND SERVICE ALERT
1981 W. LUGONIA AVENUE
(800) 422-4133
REDLANDS, CA 92374
EXISTING ELEVATION
(909) 335-7-547
PACIFIC BELL CO.
EMERGENCIES.- (800) 427-2200
3939 E. CORONADO STREET
&7— CONSTRUCT SINGLE PIPE HEADWALL PER CALTRANS STO SGW. 089 AND DETAJL "A" SHT.
ANAHEIM, CA 92807
SO. CALIF. EDISON COMPANY
(714) 666-5467
300 N. PEPPER AVENUE
UM)
11%0
RIALTO, CA 92376
VERIZON (TELEPHONE)
909 820-5598 — UNDERGROUND
1400 E. PHILIPS BLVD.
909 875--5100 — TRANSMISSION
ONTARIO, CA 91766
'213 637-1233 — PIPELINES
(800) 422-4133
909 357-6505 — DISTRIBUTION
(12)--- CONSTRUCT CMP RISER PER CAL dot STD. PLAN 093C, TYPE 6
800 422--4133
FONTANA WATER COMPANY
ATTN.- MICHAEL J. McGRAW
ADELPHIA (CABLE TV)
8440 NUE AVENUE
1500 S. AUTO CENTER DRIVE
FONTANA CA 92235
ONTARIO, CA 91761
(09) 822-2201
(714) 666-5500
FAX.- (909) 823-5046
UGENO
TC TOP OF CURB ELEVATION
FS FINISHED SURFACE ELEVATION
FG FINISHED GRADE ELEVATION
INV. PIPE INVERT ELEVATION
EXISTING SLOPE
y
_j
PROPOSED SLOPE
HP
HIGH POINT ELEVATION
IF
GB
GRADE BREAK
U--
RIW
RIGHT OF WAY
LF
TS
TOP OF SLOPE ELEVA71ON
LF
(1358.9)
EXISTING ELEVATION
EA
[1407.11]
FUTURE ELEVATION
SF
&7— CONSTRUCT SINGLE PIPE HEADWALL PER CALTRANS STO SGW. 089 AND DETAJL "A" SHT.
DIRECTION OF FLOW
114+07.111
FUTURE STATION
UM)
11%0
09-- CONSTRUCT TRASH RACK f"' WA. STO PLAN 361 —0
2
T"10=
CONSTRUCT 6' HIGH TU13ULAR STEEL FENCE PER LANDSCAPE ARCHITECTS PLANS
1830
iown
CONSTRUCT 2 — 9' WIDE TUBULAR STEEL GATES PER LANDSCAPE ARCHITECTS PLANS
2
EA
(12)--- CONSTRUCT CMP RISER PER CAL dot STD. PLAN 093C, TYPE 6
1
EA
SOILS ENGINEER
KLEINFELDER, INC
1220 RESEARCH DRIVE,
SUITE 6
REDLANDS, CA 92374
"I Wlllt ;� riaWll
ASIN)F FONTANA
JUNIPER AVENUE
11 7121117111 : riq . ..... . 11 11
q�
REVISION DESCRIPTION
0
z
MENUM
FILTER BLANKET PER
SOILS ENGINEER
RECOMMENDATION—
N
BASIS OF BEARINGS:
BEARINGS ARE BASED ON THE CENTERLINE OF JUNIPER AVENUE
BEING NORTH 00"01'57" WEST' AS SHOWN ON TRACT 16572, RECORDED IN
MAP BOOK 304, PACE 38-44, RECORDS OF SAN BERNAROINO COUNTY.
wllv���
CITY OF dTANA BENCHMARK NO. 615
SPIKE IN POWER POLE AT THE
CORNER OF CITRUS AVENUE AND
LOS CEDROS AVENUE
aEVATION.- 1467.59
TOP OF HEAD—WALL
1421.64 ',l—TOP OF BERM
NUNN=
CONSTRUCTION NOTES ESTIMAHR_QUANTITIES
G>__ INSTALL 60" RCP (D LOAD PER PROFILE)
74
IF
INSTALL 36" RCP (D LOAD PER PROFILE)
6 1
U--
03— INSFALL 300 RCP (D LOAD PER PROFILE)
45
LF
0_ INSTALL 24' RCP (D LOAD PER PROFILE)
96
LF
REMOVE BRICK AND MORTAR PLUG
1
EA
CONSTRUCT 1/4 TON RIP—RAP 2.7' THICK WITH FILTER BLANKET)
460
SF
&7— CONSTRUCT SINGLE PIPE HEADWALL PER CALTRANS STO SGW. 089 AND DETAJL "A" SHT.
&_ CONSTRUCT SINGLE PIPE HEADWALL & WINGWALL PER CALTRANS STO DWG. 090
1
EA
09-- CONSTRUCT TRASH RACK f"' WA. STO PLAN 361 —0
2
EA
CONSTRUCT 6' HIGH TU13ULAR STEEL FENCE PER LANDSCAPE ARCHITECTS PLANS
1830
LF
CONSTRUCT 2 — 9' WIDE TUBULAR STEEL GATES PER LANDSCAPE ARCHITECTS PLANS
2
EA
(12)--- CONSTRUCT CMP RISER PER CAL dot STD. PLAN 093C, TYPE 6
1
EA
TOP OF STRUCTURAL
PAVEMENT SUBGRADE
1-1 SLOPE OR FLATTER
OR ADEQUATE SHORING
R E C () RD D 0,,,(,l` qJllkVl, E NT
"T'hese Record Documents have been
mm s'llie
based on information provided by othei -,
Design Professional has not verified the accuracy
..........
and/or completeness of this information and shall
6of b� res po,nsible for any errors or ornissions
EZXA`a r f, h bei 70rated herein as a result
1v F
. ........
DATE
Prepared By:
ALLARD ENGINEERING
. . . . . . . . . . . I Clvd Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
David S. Hammer, R.C.E. 43976 DaW
(expires 6/30/2005)
3" MAX SIZE
NATIVE SOIL
COMPACTED 95%
w
N 0 TE:
COMPACTION SHALL BE 90% IN ALL ZONES
UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY
SHALL CONFORM TO CAL—OSHA REQUIREMENTS
......................................
Filename: M.-\dwg\ 1592 7\ final design\ GRA DING\ GRADING 0l.dwq
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