HomeMy WebLinkAbout3176-11 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 I$ 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 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
CALIFORNIA, TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN
THE POTENTIAL EXIST 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 SHALT_ 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
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 2% 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 RAISE
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.
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INDEX
TR. NO. 16273
NOT TO SCALE
CITY OF FONTANA UTIL11-YTIFI
TI 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 GASPAR
ATTN: JACK HAYES
16231 VALLEY BLVD.
1205 DUPONT AVENUE
FONTANA, CA. 92335
ONTARIO, CA. 91761
(909) 428-8411
(909) 390-4738
EMERGENCIES: (800) 427---2200
GRADE BREAK
H.P.
GENERAL TELEPHONE COMPANY
SO. CALIFORNIA EDISON COMPANY
ATTN: STEVE HOCK
7951 REDWOOD AVE.
14QO E. PHILLIPS BLVD.
FONTANA, CA. 92335
ONTARIO, CA. 91766
909820-5598 — UNDERGROUND
(800) 422-4133
909 875•-5100 — TRANSMISSIONS
Exp: 9-3a—a5
213 637-1233 — PIPELINES
FONTANA WATER COMPANY
909 357-6233 — DISTRIBUTION
ATTN: MICHAEL J. McGRAW
800 422-4.133
8440 NUEVO AVENUE
Date : a lea -0 -t-
FONTANA, CA 92335
CRAWFORD CANYON MUTUAL WATER CO.
(909) 822--2201
ATTN: BILL VANDERKIEFT, JR.
FAX: (909) 823-5046
(619) 868--6040
0 `-
N
UNDERGROUND SERVICE ALERT
—WATER LAT. & SERVICE
(800) 227--2600
I
SHOWNTHE EXISTE110E AID 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 IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON—
SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
DRAWINGS.
THE CONTRACTOR 1 - 1LL ASSUME SOLE AND COMPLETE RESPONS—
IBILITYFOR !'. SITE CONDITIONSDURING THE COURSE OF l O
APPLYOF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
THIS SHALL • • AND NOT BE LIMITED TO NORMAL WORKING• R
D THAT THE CONTRACTOR DEFEND, INDEMNIFY,AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNECTION WITH THE PER•- OF •w ON PROJECT, EXCEPTING
FOR LIABILITY ARISING FROM ! OF OWNER OR
CONTRACTOR SHALL VERIFY ALL CONDITIONSAND DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
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0 INSTALL 8” EXTRA STRENGTH V.G.P. SEWER
Q CONSTRUCT PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD, DWG. NO. 112 (I,D.=48")
INSTALL 4" EXTRA STRENGTH V.C.P. LATERAL
INSTALL 4" BACKFLOW PREVENTION DEVICE
I
I
AGGREGATE BASE
I
68
ASPHALTIC CONCRETE
1
1
I
THE BEARING OF N 00'22'40" E ALONG
A
1
1
I
3' MIN.
360 A NAIL IN POLE # 1563704E AT
TR NO 13325-2, FILED IN BK. 216, PG.
j
8' AVG.
13-18, INCLUSIVE IN MAPS IN THE OFFICE
AND BASELINE AVE.
Lj
OF THE COUNTY RECORDER OF S.B.C.,
---- _____i_�'
SUE _______
---------
WAS USED AS THE BASIS OF BEARING FOR
THIS MAP,
FLOW LINE
Prepared Under The Supervision Of
�,ROFESS�O�
PREPARED IN THE OFFICE OF
MA OLE AND ASSOCIATES, INC.
GRADE BREAK
H.P.
HIGH POINT
INV.
INVERT
w ¢� No. 62183
MASTER PLAN STORM DRAIN
10601 CHURCH STREET, STE. 107
PORTLAND CEMENT CONCRETE
J
5' MIN
5'
RANCHO CUCAMONGA, CA 91730
Exp: 9-3a—a5
CURB LINE
DIST
IARC.RIDGE
R C P.
SEWER LATERAL
R/W
it7 _T_
Date : a lea -0 -t-
TOP OF CURB
RCE 62183 V EXP. 9-30-05
VJ
T.G.
— W
T.W,
0 `-
N
W
—WATER LAT. & SERVICE
V
I
V.C.
METER BY OTHERS
STREET G.L.
0
590.77
INDICATES PROPOSED ELEVATION
610''-\.
INDICATES EXISTING CONTOUR
610
INDICATES PROPOSED CONTOUR
S
S
SEWER MAIN
_y
INDICATES SLOPE > 4 : 1
NTS
6" MIN. 6" MIN.
10" MAX. I I I I 10" MAX.
3" MAX. SIZE
NATIVE SOIL --
LE: 200-1. COMPACTED 95%.
SIEVE SIZE PERCENTAGE 6" MAX. SIZE ____
PASSING SIEVES NATIVE SOIL
1 1 2 — COMPACTED 90%.
1
3 4 100
1/2" 90-100
3/8- 20-60
N0. 4 0-15
NO. 8 0-5
ASTM C 131
TEST GRADING B V.C.P.
SELECTED NATIVE
BEDDING COMPACTED
TO 0
10' OR DEEPER USE 1/2" =1I - -= --•
CRUSHED STONE BEDDING
PER STD. SPECS, FOR
PUBLIC WORKS CONSTRUCTION
TABLE 200 1.2 CAS.
TYPICAL BEDDING DETAIL
N.T.S.
REV. REVISION DESCRIPTION DATE I ENGR. CITY DATE 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 T
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
BENCH MARK: #360
AGGREGATE BASE
BASIS OF BEARINGS:
ASPHALTIC CONCRETE
B.C.
THE BEARING OF N 00'22'40" E ALONG
CITY OF FONTANA BENCH MARK #
N
360 A NAIL IN POLE # 1563704E AT
TR NO 13325-2, FILED IN BK. 216, PG.
SOUTHWEST CORNER OF LIME
AVE.
13-18, INCLUSIVE IN MAPS IN THE OFFICE
AND BASELINE AVE.
Lj
OF THE COUNTY RECORDER OF S.B.C.,
ELEVATION: 1376.03
Di a
WAS USED AS THE BASIS OF BEARING FOR
THIS MAP,
FLOW LINE
Prepared Under The Supervision Of
10' OR DEEPER USE 1/2" =1I - -= --•
CRUSHED STONE BEDDING
PER STD. SPECS, FOR
PUBLIC WORKS CONSTRUCTION
TABLE 200 1.2 CAS.
TYPICAL BEDDING DETAIL
N.T.S.
REV. REVISION DESCRIPTION DATE I ENGR. CITY DATE 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 T
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
BENCH MARK: #360
AGGREGATE BASE
BASIS OF BEARINGS:
ASPHALTIC CONCRETE
B.C.
THE BEARING OF N 00'22'40" E ALONG
CITY OF FONTANA BENCH MARK #
THE CL OF BEECH AVE., AS SHOWN ON
360 A NAIL IN POLE # 1563704E AT
TR NO 13325-2, FILED IN BK. 216, PG.
SOUTHWEST CORNER OF LIME
AVE.
13-18, INCLUSIVE IN MAPS IN THE OFFICE
AND BASELINE AVE.
F.F.
OF THE COUNTY RECORDER OF S.B.C.,
ELEVATION: 1376.03
FINISH GRADE
WAS USED AS THE BASIS OF BEARING FOR
THIS MAP,
FLOW LINE
Prepared Under The Supervision Of
�,ROFESS�O�
PREPARED IN THE OFFICE OF
MA OLE AND ASSOCIATES, INC.
GRADE BREAK
H.P.
HIGH POINT
INV.
INVERT
w ¢� No. 62183
MASTER PLAN STORM DRAIN
10601 CHURCH STREET, STE. 107
PORTLAND CEMENT CONCRETE
J
POINT OF REVERSE CURVATURE
RANCHO CUCAMONGA, CA 91730
Exp: 9-3a—a5
PHONE (909) 948-1311
LINE
IARC.RIDGE
R C P.
REINFORCED CONCRETE PIPE
R/W
F'CAI,.\FO
Date : a lea -0 -t-
TOP OF CURB
RCE 62183 V EXP. 9-30-05
SII.• il.,.• ..�I�
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.C.
POINT OF REVERSE CURVATURE
P.V.C.
POLYVINYL CHLORIDE
LINE
IARC.RIDGE
R C 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 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
_y
INDICATES SLOPE > 4 : 1
CITY OF FONTANA, CALIFORNIA
TR16273
DRAWN BY: DLS
SEWER PLANS
DESIGNED BY: DLS
TITLE SHEE mi
Fl,.APPR6tb BY: Z'
SCALE:
AS SHOWN
DATE:
APRIL, 2002