HomeMy WebLinkAbout3798-1GENERAL SEWER NOTES:
1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA
STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD ,SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE
SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION
UNLESS OTHERWISE. NOTED.
2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT
CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN
BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY
ENGINEER FOR RESOLUTION.
3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVE-
LOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION
COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF
ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS CALL (909) 350-7610.
5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND
PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST
NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES
7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK
FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION
OF INDUSTRIAL SAFETY.
8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH
SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS
PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE
OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN
THE POTENTIAL EXISTS FOR GROUND MOVEMENT:
9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE
INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING
UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO.
THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600
TWO WORKING DAYS BEFORE EXCAVATION.
11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES
INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION,
LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER,
STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE
GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES
12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT
APPROPRIATE AGENCY AUTHORIZATION, CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE
WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS
13 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED.
14 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE
THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES THE CONTRACTOR SHALL
BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL
STAKING DURING CONSTRUCTION.
15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT
TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY
MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED
CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE
DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR
SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS
CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
17 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL
TIMES A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION
AREA FOR RESIDENTS AND EMERGENCY VEHICLES
18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL,
INCLUDING ADEQUATE WATERING, AT ALL TIMES.
19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS
TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY
DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE
TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION
OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING
STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE
TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS
23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH
TO MATCH EXISTING CONCRETE.
24 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE
A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE
DOWN STREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT
25 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE
VITRIFIED CLAY PIPE (V. C. P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS
OF THE ASTM DESIGNATION C700 FOR V.C.P..
26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL
OF THE CITY ENGINEER.
27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE
WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT.
28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND
VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS
TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS
SHOWN ON THE PLANS.
29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 29' MINIMUM GRADE UNLESS OTHERWISE
APPROVED BY THE CITY ENGINEER.
30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12"
BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE
STREET RIGHT-OF-WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS
MEASURED FROM THE UTILITY EASEMENT
31 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE
LOCATION OF THE SEWER LATERAL.
32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED
IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED
AGENCIES IMMEDIATELY.
33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN
PLACED, INSPECTED AND APPROVED.
34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR
TO PAVING OF STREETS.
35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT
36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED
TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING
37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,
STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION
OF THE CITY TRAFFIC ENGINEER.
38 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA
PACIFIC BELL CO.
ATTN. • ANTHONY SALAM
ATTN.- NORMA GUILLOT
8353 SIERRA AVENUE
1265 N. VAN BUREN STREET
FONTANA, CA 92335
SUI 7E 180
(909) 350-6632
ANAHEIM, CA 92807
C.L.
(714) 666-5401
SO. CALIFORNIA GAS COMPANY
COMCAST (CABLE TV)
ATTN.- GREG GASPAR
A TTN: JACK HA YES 1205
16231 VALLEY BLVD.
DUPONT AVENUE ONTARIO, CA. 91761
FONTANA, CA. 92335
(909) 390-4738
(909) 428-8411
FLOW LINE
EMERGENCIES. (800) 427-2200
FINISH SURFACE
G.B.
VERIZON
SO. CALIFORNIA EDISON COMPANY
A TTN: STEVE HOCK
7951 REDWOOD AVE.
1400 E. PHILLIPS BLVD.
FONTANA, CA. 92335
POMONA, CA. 91766
(90 9) 820-5598 - UNDERGROUND
(909) 469-6327
(909) 875-5100 - TRANSMISSIONS
(2 1,T) 637-1233 - PIPELINES
FONTANA WATER COMPANY
(909) 357-6233 - DISTRIBUTION
AT7N. MICHAEL J. McGRAW
8440 NUEVO AVENUE
FONTANA, CA 92335 (909)
CRAWFORD CANYON MUTUAL WATER CO.
822-2201 FAX- (909)
ATTY. BASIL J. FABRIZ/0
823-5046
(909) 463-9580
UNDERGROUND SERVICE ALERT
WEST VALLEY WATER DIS7RICT
(800) 422-4133
ATTN.• LON TSAI
855 W. BASELINE ROAD
METROPOLITAN WATER DlS7R/CT
RIALTO, CA 92377
WATER SYSTEM OPERA 77ON GROUP
A T77V.• JOE MIRONE
SAN GABRIEL VALLEY
(909) 776-2664
MUNICIPAL WATER DIS7RICT
A TTN: DAVE JOHNSON
549 EAST SIERRA MADRE AVENUE
P.O. BOX 1299
AZUSA, CA. 91702-1299
(909) 969-7911
PRIVATE ENGINEER'S NOTICE TO CON TRA C TORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS,
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
THOSE SHOWN ON THESE PLANS THE CONTRACTOR /S REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY
FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON THESE DRAW/NGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS/B/L/7Y
FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCT/ON
OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, • THAT
THIS 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 LIABILITY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
CONTRACTOR SHALL VERIFY ALL -CONDITIONS AND DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY
DISCREPANCIES BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS.
CONTRACTOR SHALL COMPLY WITH ALL N. P. D. E. S REQUIREMENTS
CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE
BOXES, UTILITY BOXES AND LIDS, ETC.
LEGEND
A. C.
ASPHAL 77C CONCRETE
B. C.
BEGIN CUR VE
B. V. C.
BEG. VERTICAL CURVE
B• w
BACK SIDEWALK
C.B.
CATCH BASIN
C.L.
CENTERLINE
E. C.
END CURVE
E. P.
EDGE PA VEMEN T
E. G.
EDGE GRADE
E. V. C.
END VERTICAL CURVE
F. L.
FLOW LINE
F. S
FINISH SURFACE
G.B.
GRADE BREAK
H.P.
HIGH POINT
INV.
INVERT
0. C.
ON CURVE
P. C. C.
PORTLAND CEMENT CONCRETE
(R)
RIDGE LINE
R/W
RIGHT OF WAY
TAN.
TANGEN T
T. C.
TOP OF CURB
W
WID TH
V
VERTICAL DEPTH
(590.77)
INDICATES EXISTING ELEVATION
590.77
INDICATES PROPOSED ELEVATION
Y. Y
INDICATES SLOPE 2.1
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
CITY OF FONTANA
SEWER IMPROVEMENT PLANS
PARKHOUSE DRIVE & PARKSIDE WAY
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14
�11~NDELL L,. lW/aT QU
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M&ML5 4 ALSO GI aT ES , INC,.
01302 P►TTga"KGR ,AVE. SUITE 230
R,dNC 40 CA.
enm 481 (0 22
DA 7E I ENGR, I Cl7 Y 1771
.X MAP
1"' 200'
_.
0 WNER/DEVEL OPER:.: : r
S.C. FONTANA DEVELOPMENT CORPORATION
1156 N. MOUNTAIN A VENUE
UPLAND, CA. 91785-0670
P.O. BOX 670
PHONE. (909) 985-0971
i� /
W
v
W
J
6" MIN.
10" MAX.
TOP OF STRUCTURAL
PA VEMEN T SUB GRADE
3" MAX. SIZE
NA T/ VE SOIL
COMPACTED 957
6" MAX. SIZE
NA T1 VE SOIL
COMPA C TED 907
V. C.P.
10' OR DEEPER USE 1/2"
CRUSHED STONE BEDDING
PER STD. SPECS. FOR
PUBLIC WORKS CONSTRUCT/ON
TABLE 200 1.2 [A]
VAR/ES 6" MIN.
I 1 10" MAX.
1 SLOPE OR FLA TTER
i . OR ADEQUATE SHORING
1 " MAX. SIZE
SEL EC TED NA T/ VE
BEDDING COMPACTED
TO 909:
-Mom
1,41m
a
i
. TABLE: 200-1.2 A
AC PA VEMENT
PER CEN TAGS
PASSING SIEVES
REMOVAL
-
GRIND
O2
EDGE OF PAVEMENT
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REV. I REVISION DESCRIPTION
CITY OF FONTANA
SEWER IMPROVEMENT PLANS
PARKHOUSE DRIVE & PARKSIDE WAY
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HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
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14
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RCE '. 36637 ERCP: O ; 30--12
M&ML5 4 ALSO GI aT ES , INC,.
01302 P►TTga"KGR ,AVE. SUITE 230
R,dNC 40 CA.
enm 481 (0 22
DA 7E I ENGR, I Cl7 Y 1771
.X MAP
1"' 200'
_.
0 WNER/DEVEL OPER:.: : r
S.C. FONTANA DEVELOPMENT CORPORATION
1156 N. MOUNTAIN A VENUE
UPLAND, CA. 91785-0670
P.O. BOX 670
PHONE. (909) 985-0971
i� /
W
v
W
J
6" MIN.
10" MAX.
TOP OF STRUCTURAL
PA VEMEN T SUB GRADE
3" MAX. SIZE
NA T/ VE SOIL
COMPACTED 957
6" MAX. SIZE
NA T1 VE SOIL
COMPA C TED 907
V. C.P.
10' OR DEEPER USE 1/2"
CRUSHED STONE BEDDING
PER STD. SPECS. FOR
PUBLIC WORKS CONSTRUCT/ON
TABLE 200 1.2 [A]
VAR/ES 6" MIN.
I 1 10" MAX.
1 SLOPE OR FLA TTER
i . OR ADEQUATE SHORING
1 " MAX. SIZE
SEL EC TED NA T/ VE
BEDDING COMPACTED
TO 909:
-Mom
1,41m
a
i
. TABLE: 200-1.2 A
SIEVE SIZE
PER CEN TAGS
PASSING SIEVES
1 112"
-
1"
O2
3 4"
100
1 2"
90-100
J18"
20-60
NO. 4
0-15
NO. 8
0-5
ASTM C 131
TEST GRADING
B
CONSTRUCTION NOTES:
QUANTITIES:
(D—INSTALL
8" EXTRA STRENGTH V. C P. SEWER.
2,J71
LF
O2
CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY
10
EA
OF SIERRA AVE.
OF FONTANA STD. DWG. NO. 112 (I. D. = 48).
ELEVA 110N: if 1428.609
@—INSTALL
8" V.C.P. PLUG.
4
EA
(�Y—
REMOVE PLUG AND JOIN EX/STING SEWER.
2
EA
z
�5 — INSTALL 8" D.1.P. CLASS 350 60 LF �
BENCH MARK. • # 8-17
BASIS OF BEARINGS.-
EARINGS.CAL
CALTRANS BENCHMARK -17. A
BRASS CAP IN THE CONCRETE BASE OF
THE BRG. N089'59'31'"E
THE SOUTH LEG OF AN SCE TOWER
ALONG THE CL SUMMIT AVE
343' NORTH OF HIGHLAND, 0.2 M/ WEST
AS SHOWN ON 7R NO.
OF SAN SEVA/NE RD., 2.65 M/ WEST
16427-1, M.B. 29617-11.
OF SIERRA AVE.
ELEVA 110N: if 1428.609
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WI THIN TWO YEARS OF THE DATE OF ��I'D LI wq <
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A w `"moo3663
. oC
of N 7
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE Exp: 06-30-06
REVISIONS TO THE PLANS TO BRING THEM INTO s�q� C i v i \-
F�F CM -W
CONFORMANCE W/TH CONDITIONS AND S TANDA RDS IN EFFECT.
Prepared Under The Supervision Of :
PREPARED IN - THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
DRAWN BY
760-A SOUTH ROCHESTER AVENUE nM
ONTARIO, CA 91761 DESIGNED B
PHONE (909) 937-9151
�r
hazaa to 27 p CHECKED BY
RCE 36637 EXP. 6- 0- wLl
WENDELL L. IWA TSURU
Z
W
0 WNER/DEVELOPER: Q)
S.C. FONTANA DEVELOPMENT CORPORA TION
1156 N. MOUNTAIN A VENUE
UPLAND, CA. 91785-- 0670
P.O. BOX 670 W
PHONE: (909) 985-0971 j
CITY OF FONTANA, CALIFORNIA
SEWER - /MPRO VEMENT PLANS
TOTLF F. SHEET SCALEAS SHOWN N'
Y PA RKHOUSE DVE &PARKS/DE WAY °A �'N
1101 DEC. 2004 �
APPR DRA WING NO. ' N
.l ' _ zc/ -� 3798 5
I TY ENGINEER R. C. E. 5115 DATE
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