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CITY OF FONTANAUTILITY
TI FI I LIST
CITY OF FONTANA
PACIFIC BELL CO.
ATTN: CARLOS NAVARRO
ATTN: VIRGINIA BECKER
8353 SIERRA AVENUE
3939 E.CORONADO STREET
FONTANA, CA 92335
ANAHEIM, CA 92807
(909) 350-6632
(714) 666-5467
SO. CALIFORNIA GAS COMPANY
COMCAST (CABLE TV)
ATTN: GREG CASPAR
ATTN: JACK HAYES
16231 VALLEY BLVD.
1205 DUPONT AVENUE
FONTANA, CA. 92335
ONTARIO, CA. 91761
(909) 428-8411
(909) 390-4-738
EMERGENCIES: (800) 427-2200
PREPARED IN THE OFFICE OF
MAD®LB AND ASSOCIATES, INC.
H. P.
GENERAL TELEPHONE COMPANY
SO. CALIFORNIA EDISON COMPANY
ATTN: STEVE HOCK
7951 REDWOOD AVE.
1400 E. PHILLIPS BLVD.
FONTANA, CA. 92335
ONTARIO, CA. 91766
909820-5598 - UNDERGROUND
(800) 422-4133
909 875--5100 - TRANSMISSIONS
POLYVINYL CHLORIDE
213 637-1233 - PIPELINES
FONTANA WATER COMPANY
909 357--6233 - DISTRIBUTION
ATTN: MICHAEL J. McGRAW
800 422-4133
8440 NUEVO AVENUE
<
FONTANA, CA 92335
CRAWFORD CANYON MUTUAL WATER CO.
(909) 822-2201
ATTN: BILI_ VANDERKIEFT, JR.
FAX: (909) 823---5046
(619) 868-6040
w
UNDERGROUND SERVICE ALERT
WIDTH
(800) 227-2600
VERTICAL P
DEPTH
THE E71STEIICE AID LOCATIONOF r ' '# r UTILITIES it STRUCTURES
SHOWNON PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS;
TO THE BEST OF OUR KNOWLEDGE,RARE • EXISTING UTILITIES EXCEPT
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY ME.. TO PROTECT...,.! ON THESE
DRAWINGS. # r FURTHER LIABILITYRESPON-
SIBILITY
SHOWN ON R
THE CONTRACTOR , r THAT , ASSUME SOLE! r RESPONS-
IBILrTY
FOR THE JOB! r r DURING• OF CONSTRUCTION
OF PROJECT; D , OF ! AND PROPERTY; THAT
THIS SHALL AP
O -
x• r # AND NOT BE LIMITED TO NORMAL WORKINGHOURS;
AND sCONTRACTORDEFEND,r AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROM ANY ♦ ,r ALL REAL OR ALLEGED,
IN CONNECTION OF WORK ON THIS PROJECT, EXCEPTING
FOR LIABILITY ARISING FROM! OF OWNER OR THE
CONTRACTOR SHALL VERIFY CONDITIONS AND DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES TO THE ENGINEER PRIOR i THE COMMENCEMENTOF r
i ,> M' Z!# !!
I.r
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER
2Q CONSTRUCT PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD. DWG. NO. 112 (I.D.=48 )
INSTALL 4" EXTRA STRENGTH V.C.P. LATERAL AND
CLEANOUT PER CITY STD. DWG. NO. 125
INSTALL 4" BACKFLOW PREVENTION DEVICE
Q CONSTRUCT TERMINAL SEWER CLEANOUT PER
CITY OF FONTANA STD. DWG. NO. 126
6" MIN. 6" MIN.
10" MAX. i I I i 10" MAX.
3" MAX. SIZE cv
NATIVE SOiL
COMPACTED 95%. I _
i
6" MAX. SIZE
NATIVE SOIL
COMPACTED 90.
SELECTED NATIVE
BEDDING COMPACTED
TO 9•. -
JS
c\I
8" V.C.P.
I I � ca
I{{
FL ol
= I -
10 OR DEEPER USE 1/2" ( �'
CRUSHED STONE BEDDING
PER STD. SPECS. FOR -----
PUBLIC WORKS CONSTRUCTION
TABLE 200 1.2 [A].
TYPICAL BEDDING DETAIL
N.T.S.
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
rLfipj
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 TO
_ RiNG THEM INTO CONFORMANCE WITH CONDITIONS AN
STANDARDS iN EFFECT.
ITI
936
LF
5
EA
640
LF
8
EA
1
EA
SIEVE SIZE
I .,
A.C.
ASPHALTIC CONCRETE
THE BEARING OF N 00'22'40'° E ALONG
BEGIN CURVE
IIIIq�I�iD��
r r�
C. L.
r
E.C.
SOUTHWEST CORNER OF LIME AVE. 13-18, INCLUSIVE IN MAPS IN THE OFFICE
E.D.F.
AND BASELINE AVE.
OF THE COUNTY RECORDER OF S.B.C.,
FINISH FLOOR
ASTM C 131
TEST GRADING
1
No
I i
I 1
I i
i l
3' MIN.
I I 8' AVG.
_--------_I__ PUE _ _____ ____________
N/E _-R/W �
Ln 5' MIN SEWER LATERAL
CURB LINE DIST
in
k\l
WATER MAIN BY w
OTHERS WATER LAT. & SERVICE
`�' METER BY OTHERS
STREET C.L.
SEWER MAIN
THRC11_83L`,2
I.I1Ytii;a�r,..k i>' dTrx".�1 1E8,
FKXR ANY ERRORS OR
IlAVE Y <4 16s' CORPORATEI INTO THE CW)(� kAT ,EY
A I EESU I S H RT F
BENCH MARK: #360BASIS
BASELINE
A.C.
ASPHALTIC CONCRETE
THE BEARING OF N 00'22'40'° E ALONG
BEGIN CURVE
ROAD
# THE CL OF BEECH AVE., AS SHOWN ON
C. L.
360 A NAIL IN POLE # 1563704E AT TR NO 13325-2, FILED IN BK. 216, PG.
E.C.
SOUTHWEST CORNER OF LIME AVE. 13-18, INCLUSIVE IN MAPS IN THE OFFICE
E.D.F.
AND BASELINE AVE.
OF THE COUNTY RECORDER OF S.B.C.,
FINISH FLOOR
ELEVATION: 1376.03
1
W
Li
�
WWW
D
PREPARED IN THE OFFICE OF
MAD®LB AND ASSOCIATES, INC.
H. P.
<C
LaJ
71
W
Z
Z
W
� No. 62183 Com„ `
10601 CHURCH STREET , STE. 107
DLS
Exp: 9-30-05
RANCHO CUCAMONGA, GA 91730
PHONE (909) 948-1311
POLYVINYL CHLORIDE
DESIGNED BY:
.A^9� C, i V t \' ��
P.
DLS
R/W
MiLLER
<
CHECKED BY:
T.F.
RCE 62183 EXP. 9-30-05
T.G.
AVENUE
T.W.
w
W
WIDTH
V
VERTICAL P
DEPTH
V.C>
VERTICAL CURVE
(590.77)
INDICATES EXISTING ELEVATION
590.77
INDICATES PROPOSED ELEVATION
610---\
INDICATES EXISTING CONTOUR
-- 610
INDICATES PROPOSED CONTOUR
INDICATES RETAINING WALL
DAYLIGHT / CUT—FILL LINE
w
�! S
FOOTHILL
BOULEVARD
U
<
co
V)
Q
orf
it.i
V)
D
ARROW
AVENUE
I i
I 1
I i
i l
3' MIN.
I I 8' AVG.
_--------_I__ PUE _ _____ ____________
N/E _-R/W �
Ln 5' MIN SEWER LATERAL
CURB LINE DIST
in
k\l
WATER MAIN BY w
OTHERS WATER LAT. & SERVICE
`�' METER BY OTHERS
STREET C.L.
SEWER MAIN
THRC11_83L`,2
I.I1Ytii;a�r,..k i>' dTrx".�1 1E8,
FKXR ANY ERRORS OR
IlAVE Y <4 16s' CORPORATEI INTO THE CW)(� kAT ,EY
A I EESU I S H RT F
BENCH MARK: #360BASIS
OF BEARINGS:
A.C.
ASPHALTIC CONCRETE
THE BEARING OF N 00'22'40'° E ALONG
BEGIN CURVE
CITY OF FONTANA BENCH MARK
# THE CL OF BEECH AVE., AS SHOWN ON
C. L.
360 A NAIL IN POLE # 1563704E AT TR NO 13325-2, FILED IN BK. 216, PG.
E.C.
SOUTHWEST CORNER OF LIME AVE. 13-18, INCLUSIVE IN MAPS IN THE OFFICE
E.D.F.
AND BASELINE AVE.
OF THE COUNTY RECORDER OF S.B.C.,
FINISH FLOOR
ELEVATION: 1376.03
WAS USED AS THE BASIS OF BEARING FOR
THiS MAP.
F.L.
--
Prepared Under The Supervision Of
FiNiSH SURFACE
ESS Ip�
PREPARED IN THE OFFICE OF
MAD®LB AND ASSOCIATES, INC.
H. P.
HIGH POINT
INV.
INVERT
DRAWN BY:
MASTER PLAN STORM DRAIN
� No. 62183 Com„ `
10601 CHURCH STREET , STE. 107
DLS
Exp: 9-30-05
RANCHO CUCAMONGA, GA 91730
PHONE (909) 948-1311
POLYVINYL CHLORIDE
DESIGNED BY:
.A^9� C, i V t \' ��
P.
DLS
R/W
�DFCA1..���
Doteo°� �
CHECKED BY:
T.F.
RCE 62183 EXP. 9-30-05
T.G.
A.B.
AGGREGATE BASE
A.C.
ASPHALTIC CONCRETE
B.C.
BEGIN CURVE
C. B.
CATCH BASIN
C. L.
CENTERLINE
E.C.
END CURVE
E.D.F.
EXTRA DEPTH FOOTING
F. F.
FINISH FLOOR
F.G.
FINISH GRADE
F.L.
FLOW LINE
F.S.
FiNiSH SURFACE
G. B.
GRADE BREAK
H. P.
HIGH POINT
INV.
INVERT
M.P.S.D.
MASTER PLAN STORM DRAIN
P.C.C.
PORTLAND CEMENT CONCRETE
P.R.G.
POINT OF REVERSE CURVATURE
P.V.C.
POLYVINYL CHLORIDE
RIDGE LINE
P.
REINFORCED CONCRETE PiPE
R/W
RIGHT OF WAY
T.C.
TOP OF CURB
T.F.
TOP OF FOOTING
T.G.
TOP OF GRATE
T.W.
TOP OF WALL
W
WIDTH
V
VERTICAL P
DEPTH
V.C>
VERTICAL CURVE
(590.77)
INDICATES EXISTING ELEVATION
590.77
INDICATES PROPOSED ELEVATION
610---\
INDICATES EXISTING CONTOUR
-- 610
INDICATES PROPOSED CONTOUR
INDICATES RETAINING WALL
DAYLIGHT / CUT—FILL LINE
w
INDICATES SLOPE 4 1
CALIFORNIA
CITY OF FONTANA, TRACT
E
. 16352
r�►
AS SHOWN
DAT
2002
DRAWINGr
CITY ENGINEER R.C,E. 51152 DATE 3265
J:\692-1657\sewer\sew—sfitl.dwg, 11/14/2002