HomeMy WebLinkAbout2645-1W
Z
w
a
a
ry
_W
BASELINE AVENUE
MILLER AVENUE
INDEX MAP
NO SCALE
W
D
Z
W
a
0
0
a
1416 EXISTING STREET SURFACE EXISTING STREET SURFACE
1414 A EX. 30" IRRIGATION
LINE ENCASED IN CONCRETE Q3
B
1412 F t r
SEX. 30" IRRIGATION
EX. 25 "—((�� It LINE ENCASED IN
1410 WATER MAIN
l/ I `t �I r�I CONCRETE
NEW 8" D.I.P. SEWER MAIN CHIP CONCRETE TO
1408 CONSTRUCT NEW
NEW 8" D.I.P. SEWER LINE
SEWER MAIN
1406 B A SECTION A—A
SCALE: H&V 1"=4'
DETAIL \0/
SCALE: H&V 1"=4'
CONSTRUCT "U" TUBE PER FONTANA
WATER DISTRICT REGULATIONS
NEW 25 3/4" WATER MAIN
- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - y - - - - - -
EXISTING 25 3/4" WATER MAIN
Ckll�
NEW 8" D.I.P. SEWER MAIN (D
SECTION B -B
NO SCALE
DETAIL �A
m
SEWER CLEAN OUT DETAIL
NOT TO SCALE
SEWER CLEAN OUT
BOX PER CITY STD.
DWG # 125A
PROVIDE WATER TIGHT
PLASTIC PLUG WITH
TIGHTENING BANDS
- ---SEWER MAIN
SEWER IMPROVEMENT PLANS GENERAL NOTES
1 ALL WORK BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS
DEPARTMENT STANDARD SPECIFICATIONS DATED 1975, AND ANY REVISION THEREAFTER.
2 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR
TO THE START OF WORK WITHIN THE CITY LIMITS.
3 ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE
WORK TO THE PLAN GRADES.
4 ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER LINES,
METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THE PLANS AND
LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION SHALL BE RELOCATED
BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED
PRIOR TO CONSTRUCTION.
5 "AS BUILT" PLANS SHALL BE PROVIDED TO THE CITY BY THE ENGINEER.
6 ENGINEER SHALL CHECK OUT ORIGINAL SEWER PLANS AND TRANSFER "AS BUILT" INFORMATION PRIOR
TO CITY ACCEPTANCE OF THE SEWER IMPROVEMENTS.
7 ALL 4" HOUSE LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED
BY THE CITY ENGINEER.
8 SEWER CONTRACTOR SHALL CHISEL "S" IN THE CURB AT THE LOCATION OF THE LATERAL.
9 MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACTOR 6" BELOW GRADE
AND PAVING CONTRACTOR TO RAISE TO FINISH GRADE.
10 ALL STATIONING REFERS TO CENTERLINE OF SEWER.
11 STREET INTERSECTION CENTERLINE DISTANCE TIE-IN SHALL BE SHOWN.
12 THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS OR NOT.
13 NO LATERALS SHALL BE PLACED UNDER DRIVEWAYS.
14 PRIOR TO CONSTRUCTION OF THE WATER, SEWER OR STORM DRAIN LINES THE CONTRACTOR SHALL
EXPOSE THE EXISTING WATER, SEWER OR STORM DRAIN LINES WHERE CONNECTIONS WILL OCCUR, AND
VERIFY THEIR ELEVATION AND LOCATION. APPROVAL BY THE CITY OF FONTANA OF A PROPOSED
CONNECTION TO A CITY FACILITY DOES NOT IMPLY CORRECTNESS OF THE ELEVATION OR LOCATION AS
SHOWN ON THE PLANS.
15 VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY WATER
CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF
PAVING. 0
16 TERMINATE ALL 4" HOUSE SEWER LATERALS 3" INSIDE THE FRONT PROPERTY LINE WITH A PLUG, 12"
BELOW GROUND LINES.
17 UNLESS OTHERWISE SPECIFIED SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE
EXTRA STRENGTH VITRIFIED CLAY PIPE AND SHALL CONFORM TO MINIMUM ASTM DESIGNATION L700-89
18 SHORT STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT THE MANHOLE WALLS TO ABSORB
MINIMAL DEFLECTION.
19 CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENT IN PLACE WHETHER SHOWN OR NOT SHOWN ON
PLANS. PRIOR TO REMOVAL OF ANY SURVEY MONUMENTS A CORNER RECORD SHALL BE FILED WITH THE
COUNTY SURVEYOR'S OFFICE. THE DISTURBED OR REMOVED SURVEY MONUMENTS SHALL BE RESET BY A
CALIFORNIA LICENSED LAND SURVEYOR OR CIVIL ENGINEER AND CORNER RECORDS SHALL BE FILED WITH
COUNTY SURVEYORS OFFICE FOR RECORDATION.
20 A SEPARATE PERMIT SHALL BE OBTAINED FROM ENGINEERING DIVISION FOR STORING MATERIAL IN PUBLIC
RIGHT -OF WAY
21 CONTRACTOR SHALL BE REQUIRED TO MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES UNLESS OTHERWISE APPROVED
BY THE CITY ENGINEER. ALL TRAFFIC CONTROL SIGNS AND DEVICES SHALL BE IN PLACE TO THE SATISFACTION
OF THE CITY TRAFFIC ENGINEER PRIOR TO START OF ANY WORK IN THE PUBLIC RIGHT-OF-WAY.
22 THE WALL AND FACES OF ALL EXCAVATIONS GREATER THAN 5 FEET IN DEPTH SHALL BE EFFECTIVELY PROTECTED
AS PER CAL/OSHA
REQUIREMENTS. TRENCHES LESS THAN 5 FEET IN DEPTH SHALL ALSO BE PROTECTED BY SUITABLE MEANS WHEN
EXAMINATIONS INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED.
23 THE CONTRACTOR SHALL COMPLY WITH THE STATE DEPARTMENT OF HEALTH SERVICES CRITERIA FOR THE
SEPARATION OF WATER MAINS AND SANITARY SEWERS AS SET FORTH IN SECTION 64630, TITLE 22 OF THE
CALIFORNIA ADMINISTRATION CODE.
EXISTING SURFACE
------------
P
. 4,¢� 4" MINIMUM SEPARATION
RELOCATE IF INTEREFERES ��P� IS REQUIRED PER
WITH THE CONSTRUCTION —" STATE OF CALIFORNIA
OF 8" SEWER MAIN
,-t-T-----rHEEALTH DEPARTMENT.
NEW 8" D.I.P. SEWER MAIN
DETAILOB
NOT TO SCALE
- - -EX. TOP OF PAVEMENT -
-rl--EX. 6" & 2" GAS MAIN
_ __--_- 1410.63 BOTTOM
_____
4" MINIMUM SEPARATION OF 6" GAS LINE
IS REQUIRED PER
STATE OF CALIFORNIA ...PROPOSED 6
SEWER LATERAL, FL=1409.67
HEALTH DEPARTMENT. 1409.05 TOP OF
TOP OF EX. 10" & PJKN _
10" WATER LINE
& 14 1/2- GWDY WATER MAIN (STEEL PIPES)
DETAIL @C
NOT TO SCALE
PREPARED UNDER THE SUPERVISION OF:
QPOFESSIp1TN ,�Y�clo✓ it
y�CygG$Fy� INDER JIT CHAUHAN R.C.E. 28466 EXPIRES 03.31.2002 DATE
NQs mm INDER ENGINEERING, INC.
EV.°M'-M
CIVIL 1818 W. CHAPMAN AVE., STE. M
�q`,
FOFCAUF� ORANGE, CA. 92868
PHONE (714) 634-8270
FAX (7140 .634-1337
REV.
UTILITY NOTIFICATIONS
HIGHLAND
AV.
LEGEND
WATER: SAN GABRIEL VALLEY WATER COMPANY
GAS: SOUTHERN CALIFORNIA GAS COMPANY
D
CONSTRUCT 8" DUCTILE IRON CLASS 52 SEWER MAIN AND TRENCH REPAIR
11142 GARVEY AVENUE
G
GAS MAIN
Q
Q Q
EL MONTE, CA. 91734
Q
PER CITY STD. DWG. # 131.-----------------------------------
W
WATER MAIN
Attn.: LOU WESTFALL
BASELINE
CONSTRUCT 6" DUCTILE IRON CLASS 52 SEWER LATERAL AND TRENCH REPAIR
AV.
(909) 889-9711
S
SEWER MAIN
80 LF
SOUTHERN CALIFORNIS GAS COMPANY
3
CONSTRUCT STANDARD PRECAST SEWER MANHOLE PER CITY STD. DWG. # 112 AND
ETC -
ELECTRICAL, TELEPHONE &
CONCRETE MANHOLE AND COVER AND REINFORCED CONCRETE COLLAR
8353 SIERRA AVENUE
2191 E. BIRCH STREET
PER CITY STD. DWG. # 109 -----------------------------------
1 EA
CABLE TV MAIN
BREA, CA. 92621
MILLER
w
AV.
(909) 350-7640
(714) 529-2889
®
WATER METER
1 EA
C) w
l�J
CONSTRUCT MODIFIED SEWER CLEAN OUT PER DETAIL@D QN SHEET 1 AND SEWER
POWER: SOUTHERN CALIFORNIA EDISON COMPANY
0
SEWER MANHOLE
CLEAN OUT BOX PER CITY OF FONTANA STD. DWG. # 125A ---------------
1 EA
CL to
9000 HELLMAN AVENUE
i~-
10`
FIRE HYDRANT
FOOTHILL
1 EA
BLVD
L`'
(909) 357-6223 (So. OF MERRILL)
(909) 945-3562
PACIFIC BELL
STREET LIGHT
z_w
Q
C
D
THRUST BLOCK
ARROW
HWY
BREA, CA. 92621
p
EDISON BOX
(714) 999-5639
®
EDISON TRANSFORMER
VICINITY MAP
®
EDISON SWITCH BOX
NO SCALE
®
C.A.T.V. VAULT
#
TREE
WATER VALVE
W
Z
w
a
a
ry
_W
BASELINE AVENUE
MILLER AVENUE
INDEX MAP
NO SCALE
W
D
Z
W
a
0
0
a
1416 EXISTING STREET SURFACE EXISTING STREET SURFACE
1414 A EX. 30" IRRIGATION
LINE ENCASED IN CONCRETE Q3
B
1412 F t r
SEX. 30" IRRIGATION
EX. 25 "—((�� It LINE ENCASED IN
1410 WATER MAIN
l/ I `t �I r�I CONCRETE
NEW 8" D.I.P. SEWER MAIN CHIP CONCRETE TO
1408 CONSTRUCT NEW
NEW 8" D.I.P. SEWER LINE
SEWER MAIN
1406 B A SECTION A—A
SCALE: H&V 1"=4'
DETAIL \0/
SCALE: H&V 1"=4'
CONSTRUCT "U" TUBE PER FONTANA
WATER DISTRICT REGULATIONS
NEW 25 3/4" WATER MAIN
- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - y - - - - - -
EXISTING 25 3/4" WATER MAIN
Ckll�
NEW 8" D.I.P. SEWER MAIN (D
SECTION B -B
NO SCALE
DETAIL �A
m
SEWER CLEAN OUT DETAIL
NOT TO SCALE
SEWER CLEAN OUT
BOX PER CITY STD.
DWG # 125A
PROVIDE WATER TIGHT
PLASTIC PLUG WITH
TIGHTENING BANDS
- ---SEWER MAIN
SEWER IMPROVEMENT PLANS GENERAL NOTES
1 ALL WORK BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS
DEPARTMENT STANDARD SPECIFICATIONS DATED 1975, AND ANY REVISION THEREAFTER.
2 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR
TO THE START OF WORK WITHIN THE CITY LIMITS.
3 ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE
WORK TO THE PLAN GRADES.
4 ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER LINES,
METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THE PLANS AND
LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION SHALL BE RELOCATED
BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED
PRIOR TO CONSTRUCTION.
5 "AS BUILT" PLANS SHALL BE PROVIDED TO THE CITY BY THE ENGINEER.
6 ENGINEER SHALL CHECK OUT ORIGINAL SEWER PLANS AND TRANSFER "AS BUILT" INFORMATION PRIOR
TO CITY ACCEPTANCE OF THE SEWER IMPROVEMENTS.
7 ALL 4" HOUSE LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED
BY THE CITY ENGINEER.
8 SEWER CONTRACTOR SHALL CHISEL "S" IN THE CURB AT THE LOCATION OF THE LATERAL.
9 MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACTOR 6" BELOW GRADE
AND PAVING CONTRACTOR TO RAISE TO FINISH GRADE.
10 ALL STATIONING REFERS TO CENTERLINE OF SEWER.
11 STREET INTERSECTION CENTERLINE DISTANCE TIE-IN SHALL BE SHOWN.
12 THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS OR NOT.
13 NO LATERALS SHALL BE PLACED UNDER DRIVEWAYS.
14 PRIOR TO CONSTRUCTION OF THE WATER, SEWER OR STORM DRAIN LINES THE CONTRACTOR SHALL
EXPOSE THE EXISTING WATER, SEWER OR STORM DRAIN LINES WHERE CONNECTIONS WILL OCCUR, AND
VERIFY THEIR ELEVATION AND LOCATION. APPROVAL BY THE CITY OF FONTANA OF A PROPOSED
CONNECTION TO A CITY FACILITY DOES NOT IMPLY CORRECTNESS OF THE ELEVATION OR LOCATION AS
SHOWN ON THE PLANS.
15 VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY WATER
CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF
PAVING. 0
16 TERMINATE ALL 4" HOUSE SEWER LATERALS 3" INSIDE THE FRONT PROPERTY LINE WITH A PLUG, 12"
BELOW GROUND LINES.
17 UNLESS OTHERWISE SPECIFIED SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE
EXTRA STRENGTH VITRIFIED CLAY PIPE AND SHALL CONFORM TO MINIMUM ASTM DESIGNATION L700-89
18 SHORT STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT THE MANHOLE WALLS TO ABSORB
MINIMAL DEFLECTION.
19 CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENT IN PLACE WHETHER SHOWN OR NOT SHOWN ON
PLANS. PRIOR TO REMOVAL OF ANY SURVEY MONUMENTS A CORNER RECORD SHALL BE FILED WITH THE
COUNTY SURVEYOR'S OFFICE. THE DISTURBED OR REMOVED SURVEY MONUMENTS SHALL BE RESET BY A
CALIFORNIA LICENSED LAND SURVEYOR OR CIVIL ENGINEER AND CORNER RECORDS SHALL BE FILED WITH
COUNTY SURVEYORS OFFICE FOR RECORDATION.
20 A SEPARATE PERMIT SHALL BE OBTAINED FROM ENGINEERING DIVISION FOR STORING MATERIAL IN PUBLIC
RIGHT -OF WAY
21 CONTRACTOR SHALL BE REQUIRED TO MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES UNLESS OTHERWISE APPROVED
BY THE CITY ENGINEER. ALL TRAFFIC CONTROL SIGNS AND DEVICES SHALL BE IN PLACE TO THE SATISFACTION
OF THE CITY TRAFFIC ENGINEER PRIOR TO START OF ANY WORK IN THE PUBLIC RIGHT-OF-WAY.
22 THE WALL AND FACES OF ALL EXCAVATIONS GREATER THAN 5 FEET IN DEPTH SHALL BE EFFECTIVELY PROTECTED
AS PER CAL/OSHA
REQUIREMENTS. TRENCHES LESS THAN 5 FEET IN DEPTH SHALL ALSO BE PROTECTED BY SUITABLE MEANS WHEN
EXAMINATIONS INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED.
23 THE CONTRACTOR SHALL COMPLY WITH THE STATE DEPARTMENT OF HEALTH SERVICES CRITERIA FOR THE
SEPARATION OF WATER MAINS AND SANITARY SEWERS AS SET FORTH IN SECTION 64630, TITLE 22 OF THE
CALIFORNIA ADMINISTRATION CODE.
EXISTING SURFACE
------------
P
. 4,¢� 4" MINIMUM SEPARATION
RELOCATE IF INTEREFERES ��P� IS REQUIRED PER
WITH THE CONSTRUCTION —" STATE OF CALIFORNIA
OF 8" SEWER MAIN
,-t-T-----rHEEALTH DEPARTMENT.
NEW 8" D.I.P. SEWER MAIN
DETAILOB
NOT TO SCALE
- - -EX. TOP OF PAVEMENT -
-rl--EX. 6" & 2" GAS MAIN
_ __--_- 1410.63 BOTTOM
_____
4" MINIMUM SEPARATION OF 6" GAS LINE
IS REQUIRED PER
STATE OF CALIFORNIA ...PROPOSED 6
SEWER LATERAL, FL=1409.67
HEALTH DEPARTMENT. 1409.05 TOP OF
TOP OF EX. 10" & PJKN _
10" WATER LINE
& 14 1/2- GWDY WATER MAIN (STEEL PIPES)
DETAIL @C
NOT TO SCALE
PREPARED UNDER THE SUPERVISION OF:
QPOFESSIp1TN ,�Y�clo✓ it
y�CygG$Fy� INDER JIT CHAUHAN R.C.E. 28466 EXPIRES 03.31.2002 DATE
NQs mm INDER ENGINEERING, INC.
EV.°M'-M
CIVIL 1818 W. CHAPMAN AVE., STE. M
�q`,
FOFCAUF� ORANGE, CA. 92868
PHONE (714) 634-8270
FAX (7140 .634-1337
REV.
UTILITY NOTIFICATIONS
NOTE:
10 FONTANA WATER COMPANY SHALL LOWER OR CONSTRUCT 'pU" TUBE
FOR 6" WATER MAIN OR ANY OTHER WATER MAIN INTERFERING FOR
CONSTRUCTION OF SEWER MAIN. THE CONSTRUCTION COST SHALL BE
PAID BY THE DEVELOPER.
20 THE GAS COMPANY SHALL LOWER THE 6" GAS MAIN TO CONSTRUCT
THE SEWER MAIN. THE CONSTRUCTION COST SHALL BE PAID BY THE
DEVELOPER.
THE SEWER CONTRACTOR SHALL REMOVE PORTION OF ABANDONED WATER
PIPE ENCASING TO CONSTRUCT THE SEWER MAIN WHERE CROSSING
OCCURS WITH THE PERMISSION OF FONTANA WATER COMPANY.
REVISION DESCRIPTION
DIC ALERT
SECTION 4216/4217 OF THE GOVERNMENT
REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
TOLL FREE 1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CITY OF FONTANA, CALIFORNIA.
DRAWN BY: PARCEL MAP N0. 15106
SATPAL SEWER. -,PLANS
DESIGNED BY:
INDER BASELINE AVENUE FROM 9+32.55 TO 12+74
CHECKED BY:
DATE ENGR. CITY DATE EiGjRS
APPROVED BY:
CITY ENGINEER R.C.E. 25126
SCALE:
AS SHOWN
DATE:
DATE: 7-��fr DRAWING NO.: 1
2645 2
971625S1
CONSTRUCTION NOTES AND QUANTITIES ESTIMATE
WATER: SAN GABRIEL VALLEY WATER COMPANY
GAS: SOUTHERN CALIFORNIA GAS COMPANY
D
CONSTRUCT 8" DUCTILE IRON CLASS 52 SEWER MAIN AND TRENCH REPAIR
11142 GARVEY AVENUE
16231 VALLEY BOULEVARD
FONTANA, CA. 92335
EL MONTE, CA. 91734
PER CITY STD. DWG. # 131.-----------------------------------
345 LF
(818) 448-6183
Attn.: LOU WESTFALL
�2
CONSTRUCT 6" DUCTILE IRON CLASS 52 SEWER LATERAL AND TRENCH REPAIR
(909) 889-9711
PER CITY STD. DWG. # 131, FL @ 1% ---------------------------
80 LF
SOUTHERN CALIFORNIS GAS COMPANY
3
CONSTRUCT STANDARD PRECAST SEWER MANHOLE PER CITY STD. DWG. # 112 AND
SEWER: CITY OF FONTANA
TRANSMISSION DIVISION
CONCRETE MANHOLE AND COVER AND REINFORCED CONCRETE COLLAR
8353 SIERRA AVENUE
2191 E. BIRCH STREET
PER CITY STD. DWG. # 109 -----------------------------------
1 EA
FONTANA, CA. 92335
BREA, CA. 92621
4
REMOVE EXISTING 8" STUB OUT AND CONNECT NEW 8" D.I.P. SEWER MAIN TO
(909) 350-7640
(714) 529-2889
EXISTING SEWER MAN HOLE. ----------------------------------
1 EA
l�J
CONSTRUCT MODIFIED SEWER CLEAN OUT PER DETAIL@D QN SHEET 1 AND SEWER
POWER: SOUTHERN CALIFORNIA EDISON COMPANY
TELEPHONE: GENERAL TELEPHONE
CLEAN OUT BOX PER CITY OF FONTANA STD. DWG. # 125A ---------------
1 EA
7951 REDWOOD AVENUE
9000 HELLMAN AVENUE
FONTANA, CA. 92336
RANCHO CUCAMONGA, CA. 91730
CONSTRUCT 8" STUB AND PLUG ---------------------------------
1 EA
(909) 357-6231 (So. OF MERRILL)
BREA, CA. 92621
(909) 357-6223 (So. OF MERRILL)
(909) 945-3562
PACIFIC BELL
3939 E. CORONADO STREET
ANAHEIM, CA. 92807
BREA, CA. 92621
(714) 999-5639
NOTE:
10 FONTANA WATER COMPANY SHALL LOWER OR CONSTRUCT 'pU" TUBE
FOR 6" WATER MAIN OR ANY OTHER WATER MAIN INTERFERING FOR
CONSTRUCTION OF SEWER MAIN. THE CONSTRUCTION COST SHALL BE
PAID BY THE DEVELOPER.
20 THE GAS COMPANY SHALL LOWER THE 6" GAS MAIN TO CONSTRUCT
THE SEWER MAIN. THE CONSTRUCTION COST SHALL BE PAID BY THE
DEVELOPER.
THE SEWER CONTRACTOR SHALL REMOVE PORTION OF ABANDONED WATER
PIPE ENCASING TO CONSTRUCT THE SEWER MAIN WHERE CROSSING
OCCURS WITH THE PERMISSION OF FONTANA WATER COMPANY.
REVISION DESCRIPTION
DIC ALERT
SECTION 4216/4217 OF THE GOVERNMENT
REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
TOLL FREE 1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CITY OF FONTANA, CALIFORNIA.
DRAWN BY: PARCEL MAP N0. 15106
SATPAL SEWER. -,PLANS
DESIGNED BY:
INDER BASELINE AVENUE FROM 9+32.55 TO 12+74
CHECKED BY:
DATE ENGR. CITY DATE EiGjRS
APPROVED BY:
CITY ENGINEER R.C.E. 25126
SCALE:
AS SHOWN
DATE:
DATE: 7-��fr DRAWING NO.: 1
2645 2
971625S1