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VICINITYMAP
N.T.S.
THE BEARING OF N00°11'301 FOR THE CENTERLINE OF EAST AVENUE
AS SHOWN ON PARCEL MAP NO. 11554, FILED IN BOOK 144, PAGES
�F)—_�7 Wr.l ll�IVF OF PARCH MAPS. RECORDS OF SAN BERNARDINO
YE_. J1 T T ,. .� T 1Vl lel � I� -T A -k �
L. J 11VIPti.�.1�V
TRACT 16222
CONSTRUCTION NOTES & QUANTITIES
NO. I
IT£M
TOTAL
UNIT
1 ''
CONSTRUCT STANDARD ECCENTRIC MANHOLE PER
12
EA.
1
O
C/TY OF FONTANA STANDARD D£TAIL 112
3/8"
20-60
q)
CONSTRUCT STANDARD CLEANOUT PER
5
£A.
ASTM C 131
TEST GRADING
CITY OF FO.NTANA STD. DET. 128
CONSTRUCT 8' EXTRA STRENGTH 1417RIFIED CLAY PIPE PER CITY OF
O
FONTANA STANDARDS AND SPECIFICATIONS
2, 630
LF.
SEE BEDDING DETAILS
CONSTRUCT 4' EXTRA STRENGTH SEWER LATERAL AND HOUSE CLEANOUT
�
PER C/TY OF FONTANA STD. NO. 125 AND IN,ivA L SE]WFTF CZE4NOUT
-)X 1254
2,600
LF.
1 )
I
R, PFR ! !TY fiF F17A/TAN,,4 STlJ A \
I OR 1258 (IN LANDSCAPE AREAS%
I
I
WATER LINE LOCATION
THE WATER LINE LOCATIONS AS SHOWN HEREON ARE BASED ON OUR
UNDERSTANDING OF THE INTENDED LOCATIONS ONLY. CONTRACTOR SHOULD
VERIFY ALL WATER SYSTEM COMPONENTS PER PLANS BY CUCAMONGA
i, OUIN I Y VVA I ER DIS I RIC T.
CROSSING NOTE
Al I RnDIKI(` / In(`Vlkl(` nD�DATInhIC CDC( ISI( nTInAIC nhlfl AAnT�C�inl C
TILL L)VI\I1VV / Vr1l�(\IIVl7 \JI LI\iS 11lJ 1Y J, JI !_LII 1\. IVIVJ /11VIJ IVI/11 LI\Ir1LJ
FOR THE INSTALLATION OF THE SEWER MAIN UNDER THE EXISTING
REINFORCED CONCRETE BOX SHALL BE REVIEWED AND APPROVED BY
THE CITY ENGINEER OR ASSIGNEE PRIOR TO COMMENCEMENT OF ANY
SEWER WORK.
PRIVATE ENGINEER'S NOTE
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR
ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON.
IN THE EVEN TO DISCREPANCIES ARISING DURING CONSTRUCTION, THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PI ANS FOR APPROVAL BY
THE CITY.
L
6" MIN.
10" MAX.
6" MAX. SIZE NATIVE
SOIL, COMPACTED 90%
1 " MAX. SIZE SELECTED NATIVE
BEDDING, COMPACTED TO 90%
TYPICAL. BEDDING
8" VCP
10' OR DEEPER
BENCHMARK: FWE 1
USCGS "A " STATION "PACEL" 1963.90'± E'LY OF RAIL—
ROAD TRACKS AND 28'± S'LY OF CL BASELINE. 1.1 MI.
E'LY OF EAST AVENUE. SAME AS CITY B.M. NO. 364.
ELEV. 1301.54
T AdI C. �)r-tn 4 e)f A\
I I H>�LC. LUV— 1 .LkHJ,
SIEVE SIZE
PECENTAGE
PASSING SIEVES
1-1/2"
—
1 ''
—
3/4"
100
1/2"
90-100
3/8"
20-60
III V. 4
NO. 8
0-5
ASTM C 131
TEST GRADING
B
TR 14765
INDEX MAP
SCALE : 1 "=100'
3" MAX. SIZE NATIVE
SOIL, COMPACTED 95%
6" MIN.
10" MAX:
6" MAX. SIZE NATIVE
SOIL, COMPACTED 90%
12" OR 8" VCP
6" MIN.
10" MAX-
1-7
AX,
r
n
1 " MAX. SIZE SELECTED NATIVE
BEDDING, COMPACTED TO 90%
UJ
CSI a O
N
O
TYPICALBEDDING
8" VCP
LESS... THAN 10" DEEP
CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CALIFORNIA 92335
TELEPHONE (909)350-7610
SO.CALIF. GAS COMPANY—DISTRIBUTION FACILITIES
16231 VALLEY BLVD.
FONTANA, CALIFORNIA 92335
TELEPHONE (889-9711 OR (800)422-4133
SO.CALIF. GAS COMPANY — TRANSMISSION DEPARTMENT
2191 BIRCH STREET
BREA, CALIFORNIA 92621
TELEPHONE (909)529-2889 OR (800) 422-4133
SOUTHERN CALIFORNIA EDISON COMPANY
7951 REDWOOD AVENUE
FONTANA, CALIFORNIA 92336
(gng).357-62.31 (-50. OF MERRILI )
�909�357-6223 �NO. OF MERRILL)
(800)422-4133
VERIZON
rl C I A A /\ I I e 1 T A l A I \/ I r% A/ A\ TNI
1 1 1 r
L4U N. IViI)ViV IHIIV VIt44 HV�NUr
POMONA, CALIFORNIA 91766
TELEPHONE (213)357-2257 OR (800)422-4133
SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT
825 EAST THIRD STREET
SAN BERNARDINO, CALIFORNIA 92408
TELEPHONE (909)383-1665
PACIFIC; TELEPHONE roc TELEGRAPH COMPANY
3073 ADAMS STREET
RIVERSIDE, CALIFORNIA 92504
TELEPHONE (714)359-2585 OR (800)422-4133
CUCAMONGA COUNTY WATER DISTRICT
T
10440 ASHFORD STREET,
RANCHO CUCAMONGA, CA 91729
TELEPHONE (909) 987-2591
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 TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
CTFNF2„1,4T ('C�I�TTRT( 'T`Tf�N 1\TtTF
1. All sewer lines shall be constructed in accordance with the Cucamonga County Water District's
Standard Specifications and the latest edition of the Standard Specifications for Public Works
Construction.
2. The Contractor is responsible for securing from the Cucamonga County Water District copies of the
latest Standard Specifications prior to start of construction.
3. Any Contractor performing work on this project shall familiarize themselves with the site and shall be
held solely responsible for any damage to existing facilities resulting directly, or indirectly, from their
operations, whether or not said facilities are shown on these plans.
4. All sewer lines shall be Vitrified Clay Pipe (V.C.P.), unless otherwise specified on the plans, and shall
conform to the specifications of the Cucamonga County Water District. The minimum slopes for all
sewer main lines shall conform to Section 11-14, Technical Provisions, of the Standards and
Specifications of the Cucamonga County Water District.
5. All sewer laterals shall be V.C.P., unless otherwise specified on the plans, and shall conform to the
specifications of the Cucamonga County Water District. All houses laterals shall be 4 inches in
diameter, while lateral sizing for other facilities (commercial, industrial, apartments, etc.) shall be as
noted on the plans. All lateral connections to the main line shall be through a wye connection, unless
otherwise specified on the plans.
6. The Contractor shall be required to obtain the necessary permits from the appropriate local agencies
prior to any construction within any street, right—of—way, or easement.
7. The Developer shall have their Engineer verify the elevations of all existing manhole inverts at points of
connection prior to any construction of facilities. Any necessary changes of manhole depth or designed
slope of the sewer line prior to or during construction shall be reported to the Cucamonga County Water
District for review and approval prior to continuance of construction.
8. The minimum separation between water lines and sanitary sewer lines shall conform to the State of
California Environmental Health Code, Title 22, Section 64630—C.
9. The Contractor shall have a Class C34 license.
10. The Contractor shall be responsible for providing and installing manhole channel guards in all sewer
systems as directed by the District Engineer.
� � _. ._ � J J' .- d J I 1_ _. _ 1 , t' 1 1 1 I_ _ I I _ _ — 1'. . _ 1 _ ._' _. i _ � I _ .- _ _I
I. Sana 'eUlu"ing aria sand bacrcllll In me pipe zone is required unless native materials are considered
suitable as such by the District Engineer.
12. Trench restoration and pavement repair shall be in accordance with the standards and specifications of
the appropriate local agency.
13. The Developer shall have their Engineer verify the elevations of the manholes in any paved sections to
allow any necessary adjustments to the manhole frames prior to placement of final pavement.
1 Q r,,., + r valves I all laterals I Section Z I I F Sewer Ord 71) — F` f +L.
1 1 Backwater valves are required on all sewer ruler urs per .�ectioI I 13. r r of Sewer Or diI ci ce Jz_ \1 01 �I e
Cucamonga County Water District. Installation of backwater valves shall conform to Section 16-01 of
the Standard Specifications of the Cucamonga County Water District.
15. Grease interceptors are required for the proper maintenance of liquid waste containing grease, sand,
solids, acid or alkaline substances, or other ingredients, which may be harmful to the public sewer
system. Sizing of grease interceptors shall conform to Section 3 of Wastewater Ordinance 28—C of the
Cucamonga County Water District. Installation of grease interceptors shall conform to Section 16-02,
Technical Provisions, of the Standard Specifications of the Cucamonga County Water District.
16. The Contractor shall return a legible and clean set of "As Built" drawings to the Cucamonga County
Water District prior to final acceptance of any system.
17 Thn (\nn+rnr,+nr - hall he recnoncihlc +n nn+if%/ IInrJc�rr,rnlIncl `S ,vice Mer+ \I—R(1(1-7`77—` --- n+ IArrc+ +rein
I . ILL VLl \.I�l J11— -- JI.IVI 1 — — —�Ily �./ I I—
working
VIAL .,J l.il VIVA Ale rt ti\i VV LL/ LVVVJ U4 >/UJl IYYV
working days (48 hours) prior to start of construction.
18. For sewer system inspection on this project, the Contractor shall contact the Cucamonga County Water
District at (909) 483-7440, two working days prior to the required inspection date.
19. Approval of these plans by the Cucamonga County Water District does not constitute a representation
of the accuracy or existence of any existing underground facilities, whether or not said facilities are
shown on these plans.
PRIVATE ENGINEER'S NOTICE TO THE CONTRACTOR
1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE
OWNER OR OTHERS, AND THOSE SHOWN OF THE RECORDS EXAMINED
ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT.
2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE
VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR
TO CONSTRUCTION.
3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE
SITE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE
OWNERS OF THE IITiI ITIEC nR CTRL rTUREC CONCERNED BEFORE
STARTING WORK.
4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE
JOINING, CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO
VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT
OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEERS ATTENTION
PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL
RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS
OF CONSTRUCTION. w
QRpFESS/pyq Prepared Under The Supervision 0f
J. p,t. �F PHB & ASSOCIATES,INC. VILLAGE OF HERITAGE
1620 SOUTH GRAND AVENUE
�GLENDORA, CALIFORNIA 91740 DRAWN BY: SCALE:
"=
'� N0. C42723 �� n(626) 914-6256 FAX (626) 914-5756 EW TR CT 16222 i 40'
EXP, 3-31-04 DESIGNED 8Y: DATE:
* J SEWER I FpR MENT PLANS JAN, 2002
/
�qp
C1 1 ��� Date : 4 / �21
Z CHECKED BY: AP OVED BY:�LL
DRAWING NO.:
FOF CA4 Rab J. 0kerman, R.C.E. 4 72 RCS so t3 2 0 2—
Exp. 3-31-04 ITY ENGINEER R.C.E. 51152 DATE:
5
REVISION DESCRIP11ON
it I
MM
t1IIIIIIIIIIIIIII
";"I-
FROM
1042
01,
CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CALIFORNIA 92335
TELEPHONE (909)350-7610
SO.CALIF. GAS COMPANY—DISTRIBUTION FACILITIES
16231 VALLEY BLVD.
FONTANA, CALIFORNIA 92335
TELEPHONE (889-9711 OR (800)422-4133
SO.CALIF. GAS COMPANY — TRANSMISSION DEPARTMENT
2191 BIRCH STREET
BREA, CALIFORNIA 92621
TELEPHONE (909)529-2889 OR (800) 422-4133
SOUTHERN CALIFORNIA EDISON COMPANY
7951 REDWOOD AVENUE
FONTANA, CALIFORNIA 92336
(gng).357-62.31 (-50. OF MERRILI )
�909�357-6223 �NO. OF MERRILL)
(800)422-4133
VERIZON
rl C I A A /\ I I e 1 T A l A I \/ I r% A/ A\ TNI
1 1 1 r
L4U N. IViI)ViV IHIIV VIt44 HV�NUr
POMONA, CALIFORNIA 91766
TELEPHONE (213)357-2257 OR (800)422-4133
SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT
825 EAST THIRD STREET
SAN BERNARDINO, CALIFORNIA 92408
TELEPHONE (909)383-1665
PACIFIC; TELEPHONE roc TELEGRAPH COMPANY
3073 ADAMS STREET
RIVERSIDE, CALIFORNIA 92504
TELEPHONE (714)359-2585 OR (800)422-4133
CUCAMONGA COUNTY WATER DISTRICT
T
10440 ASHFORD STREET,
RANCHO CUCAMONGA, CA 91729
TELEPHONE (909) 987-2591
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 TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
CTFNF2„1,4T ('C�I�TTRT( 'T`Tf�N 1\TtTF
1. All sewer lines shall be constructed in accordance with the Cucamonga County Water District's
Standard Specifications and the latest edition of the Standard Specifications for Public Works
Construction.
2. The Contractor is responsible for securing from the Cucamonga County Water District copies of the
latest Standard Specifications prior to start of construction.
3. Any Contractor performing work on this project shall familiarize themselves with the site and shall be
held solely responsible for any damage to existing facilities resulting directly, or indirectly, from their
operations, whether or not said facilities are shown on these plans.
4. All sewer lines shall be Vitrified Clay Pipe (V.C.P.), unless otherwise specified on the plans, and shall
conform to the specifications of the Cucamonga County Water District. The minimum slopes for all
sewer main lines shall conform to Section 11-14, Technical Provisions, of the Standards and
Specifications of the Cucamonga County Water District.
5. All sewer laterals shall be V.C.P., unless otherwise specified on the plans, and shall conform to the
specifications of the Cucamonga County Water District. All houses laterals shall be 4 inches in
diameter, while lateral sizing for other facilities (commercial, industrial, apartments, etc.) shall be as
noted on the plans. All lateral connections to the main line shall be through a wye connection, unless
otherwise specified on the plans.
6. The Contractor shall be required to obtain the necessary permits from the appropriate local agencies
prior to any construction within any street, right—of—way, or easement.
7. The Developer shall have their Engineer verify the elevations of all existing manhole inverts at points of
connection prior to any construction of facilities. Any necessary changes of manhole depth or designed
slope of the sewer line prior to or during construction shall be reported to the Cucamonga County Water
District for review and approval prior to continuance of construction.
8. The minimum separation between water lines and sanitary sewer lines shall conform to the State of
California Environmental Health Code, Title 22, Section 64630—C.
9. The Contractor shall have a Class C34 license.
10. The Contractor shall be responsible for providing and installing manhole channel guards in all sewer
systems as directed by the District Engineer.
� � _. ._ � J J' .- d J I 1_ _. _ 1 , t' 1 1 1 I_ _ I I _ _ — 1'. . _ 1 _ ._' _. i _ � I _ .- _ _I
I. Sana 'eUlu"ing aria sand bacrcllll In me pipe zone is required unless native materials are considered
suitable as such by the District Engineer.
12. Trench restoration and pavement repair shall be in accordance with the standards and specifications of
the appropriate local agency.
13. The Developer shall have their Engineer verify the elevations of the manholes in any paved sections to
allow any necessary adjustments to the manhole frames prior to placement of final pavement.
1 Q r,,., + r valves I all laterals I Section Z I I F Sewer Ord 71) — F` f +L.
1 1 Backwater valves are required on all sewer ruler urs per .�ectioI I 13. r r of Sewer Or diI ci ce Jz_ \1 01 �I e
Cucamonga County Water District. Installation of backwater valves shall conform to Section 16-01 of
the Standard Specifications of the Cucamonga County Water District.
15. Grease interceptors are required for the proper maintenance of liquid waste containing grease, sand,
solids, acid or alkaline substances, or other ingredients, which may be harmful to the public sewer
system. Sizing of grease interceptors shall conform to Section 3 of Wastewater Ordinance 28—C of the
Cucamonga County Water District. Installation of grease interceptors shall conform to Section 16-02,
Technical Provisions, of the Standard Specifications of the Cucamonga County Water District.
16. The Contractor shall return a legible and clean set of "As Built" drawings to the Cucamonga County
Water District prior to final acceptance of any system.
17 Thn (\nn+rnr,+nr - hall he recnoncihlc +n nn+if%/ IInrJc�rr,rnlIncl `S ,vice Mer+ \I—R(1(1-7`77—` --- n+ IArrc+ +rein
I . ILL VLl \.I�l J11— -- JI.IVI 1 — — —�Ily �./ I I—
working
VIAL .,J l.il VIVA Ale rt ti\i VV LL/ LVVVJ U4 >/UJl IYYV
working days (48 hours) prior to start of construction.
18. For sewer system inspection on this project, the Contractor shall contact the Cucamonga County Water
District at (909) 483-7440, two working days prior to the required inspection date.
19. Approval of these plans by the Cucamonga County Water District does not constitute a representation
of the accuracy or existence of any existing underground facilities, whether or not said facilities are
shown on these plans.
PRIVATE ENGINEER'S NOTICE TO THE CONTRACTOR
1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE
OWNER OR OTHERS, AND THOSE SHOWN OF THE RECORDS EXAMINED
ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT.
2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE
VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR
TO CONSTRUCTION.
3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE
SITE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE
OWNERS OF THE IITiI ITIEC nR CTRL rTUREC CONCERNED BEFORE
STARTING WORK.
4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE
JOINING, CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO
VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT
OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEERS ATTENTION
PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL
RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS
OF CONSTRUCTION. w
QRpFESS/pyq Prepared Under The Supervision 0f
J. p,t. �F PHB & ASSOCIATES,INC. VILLAGE OF HERITAGE
1620 SOUTH GRAND AVENUE
�GLENDORA, CALIFORNIA 91740 DRAWN BY: SCALE:
"=
'� N0. C42723 �� n(626) 914-6256 FAX (626) 914-5756 EW TR CT 16222 i 40'
EXP, 3-31-04 DESIGNED 8Y: DATE:
* J SEWER I FpR MENT PLANS JAN, 2002
/
�qp
C1 1 ��� Date : 4 / �21
Z CHECKED BY: AP OVED BY:�LL
DRAWING NO.:
FOF CA4 Rab J. 0kerman, R.C.E. 4 72 RCS so t3 2 0 2—
Exp. 3-31-04 ITY ENGINEER R.C.E. 51152 DATE:
5