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SOUTHERN
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VICINITY MAP
NOT TO SCALE
41
SAN. S ESQ
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VILLAGE OF HERITAGE
SEWER PLANS
TRACTS 14196,, -1, -21 -3 AND -4
IN THE
CITY OF FONTANA
1�f COUNTY OF SAN BERN R INO
Nis CONSTRUCTION NOTES &QUANTITIES:
N `eR T of
PiPEC"i9 .S T �/PE'
r-- ----�rA
i
RO e -I R AGA/NST '
411VO/S TvR B EO M/N
E'ARTh� • ��� � � � i .
t '4`5 Bf�RS TE�P�YI/N�4TE
3 " F -PON! END 1,
101N Z~
.SEC rION C - C
CASE'
NO. 4 9,4R L OAVG/T . �ry� ox- 4> �
A10. 4 r1E ,B14lP
CLASS A �'ONC�PETE, �
DESCRIPTION
QUANTITIES
TRACTS 141-96 14196-1 14196-2 1419E-3 1419E-4
NOTES (CASE 1):
1. WHERE CLEARANCE BETWEEN BOTTOM OF.
PRECAST PIPE STORM DRAIN AND TOP OF
SANITARY SEWER IS LESS THAN 6",CASE
CASE 1 APPLIES.
2. SANITARY SEWER SHALL BE DUCTILE IRON
PIPE. CLASS 50 (MIN.), EPDXY LINED
CONFORMANCE WITH ASTM A 746 AND
POLYETHYLENE WRAPPED IN CONFORMANCE
WITH AWWA C105.
3. EXTEND BOTH ENDS OF CRADLE OR
ENCASEMENT TO A POINT ONE INCH SHORT
OF FIRST PIPE JOINT BEYOND LOCATIONS
SPECIFIED ON PLAN.
NOTES (CASE 2):
I. WHERE CLEARANCE BETWEEN BOTTOM OF
UNDERGROUND PIPE OR STRUCTURE AND TOP
OF SEWER IS 6" TO 1811, CASE 2 APPLIES
2. APPLY FORM OIL, THIN PLASTIC SHEET,
OR OTHER ACCEPTABLE MATERIAL TO EXTRA
STRENGTH V.C.P. TO PREVENT BOND
BETWEEN PIPE AND CONCRETE.
" A J �` CONC. ENCASEiYlENr
3. NOTE 3 FROM CASE 1 APPLIES.
A4 SPS .6-4
LL YG SPACED CASE Q�tOF ESS/Q
Z 4
FOP PIR4E L .4R6E",Q
STAN0�9R0 PROTECT/ON �"DiP M�/N L //VE " ���y'I�
ANO 110Z15EC0NN6Cr10N SEWERS
NO SGAL
�y
A
�� J• ':'J�+.1. �s� err
F
A,5 i>" I
APY,Ag 6wiQ
Underground Service Rlert
• '� # CaLUTOLL FREE
10800
lit 422 X122 - 4133
TWO WORKING DAYS BEFORE YOU DIG
UTILITY NOTES:
WATER:, CUCAMONGA COUNTY WATER DISTRICT GAS:
9461 SAN BERNARDINO ROAD
CUCAMONGA, CA 91730
(714) 987-2591
SEWER: CITY OF FONTANA TELEPHONE:
8353 SIERRA AVENUE
FONTANA, CA 92335
(714) 350-7640
POWER: SOUTHERN CALIFORNIA EDISON COMPANY
P.O. BOX 788
300 N. PEPPER STREET
RIALTO, CA 92376
MR. DAVE JONES
NO. I REVISIONS
1 "�l'/10WRU/YI
REDO//!/G CD/YI/39CTE0 �• � + � o
TO 90
TYPICAL BEDDING FOR 8" VCP
LESS THAN 10 DEEP
N, T, S.
to "iYl/N.
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY
OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED,
1975.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC
WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY
LIMITS.
3. TERMINATE ALL 4" HOUSE SEWER LATERALS 3' INSIDE THE LOT WITH A
PLUG. SHOULD A PUBLIC UTILITIES EASEMENT LIE CONTIGUOUS TO THE
STREET R -O -W, THE LATERAL SHALL EXTEND ACROSS THE EASEMENT AND
TERMINATE 3' INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT
LINE.
4. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
5. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR
POLES, WATER METERS, VALVES, HYDRANTS IRRIGATION STRUCTURES, ETC.
SHOWN OR NOT SHOWN ON THIS PLAN -'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 BEFORE CONSTRUCTION BEGINS.
6. "AS -BUILT" PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR.
7. ALL SEWER LATERALS SHALL BE INSTALLED ON A 20 MINI14UM GRADE UNLESS
OTHERWISE APPROVED BY THE CITY ENGINEER.
8. SEWER CONTRACTOR SHALL CHISEL "X" IN THE CURB AT THE LOCATION OF
ALL LATERALS.
9. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER
CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION OF',
PAVING. THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISHED GRADE.
10. ALL STATIONING REFERS TO CENTERLINE OF SEWER.
11. THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION
AND PROTECTION OF ALL EXISTING UNDERGROUND UTILITIES AND
STRUCTURES WHETHER SHOWN ON THESE PLANS OR NOT,.
i
12. NO LATERALS SHALL BE PLACED UNDER DRIVEWAYS.
13. ENGINEER SHALL CHECK OUT ORIGINAL SEWER IMPROVEMENT PLANS AND
TRANSFER "AS -BUILT" INFORMATION PRIOR TO CITY ACCEPTANCE OF THE
SEWER SYS��_
1
14. PRIOR TO CONSTRUCTION OF THE WATER, SEWER AND/OR STORM DRAIN \.
LINES. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER, SEWER
AND/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 APPROVAL
OF THE CORRECTNESS OF THE ELEVATION AND AND/OR LOCATION AS SHOWN
ON THE PLANS.
SELF-CT�� /l/�9T/#/E •• , N
CD/YIP•4677Z�9 TO 90 O1 e:
o
TO 3/.V
�OC/C ,BEDD/NCS
TYPICAL BEDDING FOR 8" VCP 10' OR DEEPER
N. T, S
SOUTHERN CALIFORNIA GAS COMPANY ��� Q�OFEss/
pNq� F
16231 VALLEY BLVD. \��`� t�C•HOC���
FONTANA, CA 92335 0 7 �
MR. LOU WESTFALL `r --s 26229 a
PACIFIC TELEPHONE Exp• _ l -')O
9000 HELLMAN AVENUE
RANCHO CUCAMONGAI, CA 91370 sl cmu
qTI OF C A \4
CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE
FOR)R LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL
CHANGES MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF
THESE PLANS.
BENCH MARK FWE 1
USCGS "A" STATION "PACEL" 1963.901+
ELY. OF RAILROAD TRACKS AND 28'+ SLY.
OF CL BASE LINE, 1.1 MI. ELY OF EAST
AVENUE, SAME AS CITY B.M. ##364
ELEVATION 1301.54'
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE
CONFIRMED BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BE
MADE IN ALIGNMENT AND/OR GRADE OF PROPOSED IMPROVEMENTS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT
ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT
SHOWN ON THESE PLANS.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL
DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM
ANY AND ALL L/AB/L/T{V, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF THE OWNER OR THE ENGINEER.
CITY OF FCALIFORNIA
PUBLIC WORKS DEPARTMENT
Rote,
DRAWN BY SEWER PLANS SCALE:
HORIZ.:N.T.S,
3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 • (714) 641-8777 DESIGNED SB GENERAL NOTES, CONST. NOTES VERT: N.T.S.
a .k
CIVIL ENGINEERING LAND PLANNING • LAND SURVEYING CHECKED BY TRACTS 14196,-1,-2-3 AND -4 DATE:
PREPARED UNDER THE SUPERVISION OF: JCH'
JOB N0.DR. N0. SHT. N0.
ENGR S. CITY Co 2IB 0.) "If -" T APPROVEDZr�- r+
►PPROVA DATE APPRO A DATE OHN C. HOGAN R.C.E. 26229 DATE 3826 �O INTERIM CITY ENGINEER R.C.E.�5126 �� -o �� OF IG
CONST, y48� PRECAST CONCRETE MANHOLE PER STD. DETAILS 109=7112 � 114
7 64
9 E'fi!
O
CONST. 8VC. P. SEWER EXTRA STRENGTH.
I2SI L.F.
867 Z. F.
2,1al L./F
L.F.
O
CONST. 4° V. C. F HOUSE LATERAL- EXTRA STRENGTH WITH PLUG.
2 036- `F'
;966 L.F.
.
21.1-91
CONST. -60If PRECAST CONCRETE MANHOLE PER DETAIL SHT. NO. 2
-- Ei9.
EA.
NOTES (CASE 1):
1. WHERE CLEARANCE BETWEEN BOTTOM OF.
PRECAST PIPE STORM DRAIN AND TOP OF
SANITARY SEWER IS LESS THAN 6",CASE
CASE 1 APPLIES.
2. SANITARY SEWER SHALL BE DUCTILE IRON
PIPE. CLASS 50 (MIN.), EPDXY LINED
CONFORMANCE WITH ASTM A 746 AND
POLYETHYLENE WRAPPED IN CONFORMANCE
WITH AWWA C105.
3. EXTEND BOTH ENDS OF CRADLE OR
ENCASEMENT TO A POINT ONE INCH SHORT
OF FIRST PIPE JOINT BEYOND LOCATIONS
SPECIFIED ON PLAN.
NOTES (CASE 2):
I. WHERE CLEARANCE BETWEEN BOTTOM OF
UNDERGROUND PIPE OR STRUCTURE AND TOP
OF SEWER IS 6" TO 1811, CASE 2 APPLIES
2. APPLY FORM OIL, THIN PLASTIC SHEET,
OR OTHER ACCEPTABLE MATERIAL TO EXTRA
STRENGTH V.C.P. TO PREVENT BOND
BETWEEN PIPE AND CONCRETE.
" A J �` CONC. ENCASEiYlENr
3. NOTE 3 FROM CASE 1 APPLIES.
A4 SPS .6-4
LL YG SPACED CASE Q�tOF ESS/Q
Z 4
FOP PIR4E L .4R6E",Q
STAN0�9R0 PROTECT/ON �"DiP M�/N L //VE " ���y'I�
ANO 110Z15EC0NN6Cr10N SEWERS
NO SGAL
�y
A
�� J• ':'J�+.1. �s� err
F
A,5 i>" I
APY,Ag 6wiQ
Underground Service Rlert
• '� # CaLUTOLL FREE
10800
lit 422 X122 - 4133
TWO WORKING DAYS BEFORE YOU DIG
UTILITY NOTES:
WATER:, CUCAMONGA COUNTY WATER DISTRICT GAS:
9461 SAN BERNARDINO ROAD
CUCAMONGA, CA 91730
(714) 987-2591
SEWER: CITY OF FONTANA TELEPHONE:
8353 SIERRA AVENUE
FONTANA, CA 92335
(714) 350-7640
POWER: SOUTHERN CALIFORNIA EDISON COMPANY
P.O. BOX 788
300 N. PEPPER STREET
RIALTO, CA 92376
MR. DAVE JONES
NO. I REVISIONS
1 "�l'/10WRU/YI
REDO//!/G CD/YI/39CTE0 �• � + � o
TO 90
TYPICAL BEDDING FOR 8" VCP
LESS THAN 10 DEEP
N, T, S.
to "iYl/N.
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY
OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED,
1975.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC
WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY
LIMITS.
3. TERMINATE ALL 4" HOUSE SEWER LATERALS 3' INSIDE THE LOT WITH A
PLUG. SHOULD A PUBLIC UTILITIES EASEMENT LIE CONTIGUOUS TO THE
STREET R -O -W, THE LATERAL SHALL EXTEND ACROSS THE EASEMENT AND
TERMINATE 3' INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT
LINE.
4. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
5. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR
POLES, WATER METERS, VALVES, HYDRANTS IRRIGATION STRUCTURES, ETC.
SHOWN OR NOT SHOWN ON THIS PLAN -'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 BEFORE CONSTRUCTION BEGINS.
6. "AS -BUILT" PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR.
7. ALL SEWER LATERALS SHALL BE INSTALLED ON A 20 MINI14UM GRADE UNLESS
OTHERWISE APPROVED BY THE CITY ENGINEER.
8. SEWER CONTRACTOR SHALL CHISEL "X" IN THE CURB AT THE LOCATION OF
ALL LATERALS.
9. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER
CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION OF',
PAVING. THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISHED GRADE.
10. ALL STATIONING REFERS TO CENTERLINE OF SEWER.
11. THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION
AND PROTECTION OF ALL EXISTING UNDERGROUND UTILITIES AND
STRUCTURES WHETHER SHOWN ON THESE PLANS OR NOT,.
i
12. NO LATERALS SHALL BE PLACED UNDER DRIVEWAYS.
13. ENGINEER SHALL CHECK OUT ORIGINAL SEWER IMPROVEMENT PLANS AND
TRANSFER "AS -BUILT" INFORMATION PRIOR TO CITY ACCEPTANCE OF THE
SEWER SYS��_
1
14. PRIOR TO CONSTRUCTION OF THE WATER, SEWER AND/OR STORM DRAIN \.
LINES. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER, SEWER
AND/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 APPROVAL
OF THE CORRECTNESS OF THE ELEVATION AND AND/OR LOCATION AS SHOWN
ON THE PLANS.
SELF-CT�� /l/�9T/#/E •• , N
CD/YIP•4677Z�9 TO 90 O1 e:
o
TO 3/.V
�OC/C ,BEDD/NCS
TYPICAL BEDDING FOR 8" VCP 10' OR DEEPER
N. T, S
SOUTHERN CALIFORNIA GAS COMPANY ��� Q�OFEss/
pNq� F
16231 VALLEY BLVD. \��`� t�C•HOC���
FONTANA, CA 92335 0 7 �
MR. LOU WESTFALL `r --s 26229 a
PACIFIC TELEPHONE Exp• _ l -')O
9000 HELLMAN AVENUE
RANCHO CUCAMONGAI, CA 91370 sl cmu
qTI OF C A \4
CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE
FOR)R LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL
CHANGES MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF
THESE PLANS.
BENCH MARK FWE 1
USCGS "A" STATION "PACEL" 1963.901+
ELY. OF RAILROAD TRACKS AND 28'+ SLY.
OF CL BASE LINE, 1.1 MI. ELY OF EAST
AVENUE, SAME AS CITY B.M. ##364
ELEVATION 1301.54'
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE
CONFIRMED BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BE
MADE IN ALIGNMENT AND/OR GRADE OF PROPOSED IMPROVEMENTS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT
ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT
SHOWN ON THESE PLANS.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL
DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM
ANY AND ALL L/AB/L/T{V, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF THE OWNER OR THE ENGINEER.
CITY OF FCALIFORNIA
PUBLIC WORKS DEPARTMENT
Rote,
DRAWN BY SEWER PLANS SCALE:
HORIZ.:N.T.S,
3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 • (714) 641-8777 DESIGNED SB GENERAL NOTES, CONST. NOTES VERT: N.T.S.
a .k
CIVIL ENGINEERING LAND PLANNING • LAND SURVEYING CHECKED BY TRACTS 14196,-1,-2-3 AND -4 DATE:
PREPARED UNDER THE SUPERVISION OF: JCH'
JOB N0.DR. N0. SHT. N0.
ENGR S. CITY Co 2IB 0.) "If -" T APPROVEDZr�- r+
►PPROVA DATE APPRO A DATE OHN C. HOGAN R.C.E. 26229 DATE 3826 �O INTERIM CITY ENGINEER R.C.E.�5126 �� -o �� OF IG