HomeMy WebLinkAbout4026-1SEWER IMPROVEMENT PLANS
SEWER NERAL NOTF (CITY OF FONTANA)
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
DEVELOPMENT 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 SURVEYCONTROL, 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
DOWNSTREAM 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.
FOR
PARCEL MAP 16903
CALABASH AVENUE
CITY OF FONTANA
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 PRIOR TO
PLACEMENT.
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.
PRIVATE ENGINEER'S NOTE
THE PRIVATE ENGINEER SIGNING THESE PLAN IS RESPONSIBLE FOR ASSURING
THE ACCURACY AND ACCEPTABILITY OF WORK HEREON. IN THE EVENT OF
DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL
BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING
THE PLANS FOR APPROVAL BY THE CITY.
CAUTION ! IMPORTANT NOTE TO CONTRACTOR:
PRIOR TO START OF CONSTRUCTION, CONTRACTOR MUST VERIFY ALL JOIN
LOCATIONS AND ELEVATIONS. SUCH VERIFICATION SHALL INCLUDE, BUT NOT BE
LIMITED TO, UTILITIES, CURB, GUTTER, SIDEWALK, FLOW LINES, PAVEMENT,
STREETS AND GRADE JOINS. IF DISCREPANCY EXISTS, CONTRACTOR SHALL
IMMEDIATELY NOTIFY THIENES ENGINEERING AND NOT PROCEED WITH ANY
CONSTRUCTION OR GRADING UNTIL VERIFICATION BY SAID ENGINEER IS
COMPLETE. IF CONTRACTOR STARTS CONSTRUCTION PRIOR TO VERIFICATION, HE
SHALL KNOWINGLY ASSUMES LIABILITY FOR ALL RESULTING COSTS AND DAMAGES.
UNDERGROUND UTILITIES:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND/OR
STRUCTURES SHOWN ON THESE PLANS WERE 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
SHALL ASCERTAIN THE TRUE VERTICAL, HORIZONTAL LOCATION AND SIZE OF THOSE
TO BE USED OF ANY UNDERGROUND UTITLITIES AND SHALL BE RESPONSIBLE FOR
DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON.
3' MAX SIZE NATIVE
SOIL COMPACTED 95Z
G' MN. 6' IIN.
1 I MAx.
G" MAX. 51ZE V MAX. SIZE
NATIVE SOIL SELECTED NATI'JE
COMPACTED 902I I. BEDDING COMPACTED
TO 9OZ
• +
8' VCP
TYPIGAL BEDOMG FOR P' VCP
LE55 T"Atf 30' BEEP
N.T.S.
3' MAX SIZE NATNE-
50L COMPACTED 95Z
TABLE- 200.1.2 CA3
SIEVE SIZE
PERCENTAGE
PA55NG 51EVE5
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MERRIL AV.
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BEFORE DAYS BEFORE
PER FILES PROVIDED BY NATIONAL GEODETIC SURVEY AND
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TOLL FREE 1-800-227-2600
TAGHI MONAZVI
ELEVATION=1004.9160 DATE 03/01/71
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
6075 KIMBALL AVE.
PH. (909) 993-1600
Q BERNARDINO FWY.
CHINO, CA 91710
SCALE:1 "=40'
SBC -ANAHEIM
ANGELA RODRIGUEZ
AIRPORT DR. SLOVER A •
1265 VAN BUREN ST., RM 180
PH. (714) 237-6065
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ANAHEIM, CA 92807
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SOUTHERN CALIFORNIA EDISON-FONTANA
Q 7951 REDWOOD AVE.
SUMMER GALVAN
PH. 909) 357-6116
((909)
Q
FONTANA, CA 92336
FAX 357-6185
SOUTHERN CALIFORNIA GAS CO.- REDLANDS
ROGELIO RAWLINS
1981 0 3003
W.LUGCOA 19 AVE.,374
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No. 01 REDLANDS 9
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CITY OF FONTANA, CALIFORNIA
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SEWER IMPROVEMENT PLANS
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
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CML ENG/NEERING • LAND SURlEVAC
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COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
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DRAWN BY:
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
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AC
CALABASH AVENUE
SCALE: VERT. 1" = 4'
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
'
* R.C.E. NO. 43293 *
Prepared Under The Supervision Of
SEWER PLAN AND PROFILE
HORIz. 1" = 40'
w w
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DATE:
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
P 3-31-06
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PM 16903
FROM0A/245+86.00 TO STA. 247+55.51
05/05/04
CHECKED BY:
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AIDOOK I. AGH RCE NO. 432 3
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CITY ENGINEER R.C.E. 51152 DATE:
46
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VICINITY MAP
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CONSTRUCTION NOTES OTY
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O—REMOVE EXISTING SEWER WATER TIGHT PLUG. 1 EA
4
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CONSTRUCT 8" VCP EXTRA STRENGTH SEWER PIPE. 202 LF
I
CONSTRUCT 48" SEWER MANHOLE PER CITY OF FONTANA 1 EA
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STANDARD DETAIL NO.112.
4aCONSTRUCT SEWER WATER TIGHT PLUG WITH TIGHTENING 1 EA
BAND PER CITY OF FONTANA STD. AND SPECIFICATIONSEXfRA
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7
S�CONSTRUCT TRENCH AND BEDDING PER TRENCH DETAIL 210 LF
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-
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6 SAWCUT AND REMOVE EXISTING AC PAVEMENT. 840 SF
P t 10 T
C NS RU TI N F EW R WATER
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PROFILE
SCALE:
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O7 CONSTRUCT TRENCH AC REPAIR PER CITY OF FONTANA 840 SF
0 EXISTING
RLl
UTI ITIS AT f#01 OIF ON , EC' D
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FHORIZ.
- 1" = 40'
STD. DETAIL N0. 131.
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GO1�T#tiCfi::�p
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VERT.
- i" = 4'
244+00
245+00
246+00
247+00
10+00
G' MAX. SIZE 1' MAX. SIZE
NATIVE SOIL SELECTED NATIVE
COMPACTED 902 BEDDING COMPACTED
TO 902
N Z
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+
6' 1
1/2' CRU5MED 5TONE BEDDING S/
PER 5TD. SPECS. FOR PUBLIC
WORKS CONSTRUCTION TABLE
200 1.2 CA3 5MOWN
TYPICAL BEDDING FOR 8' VGP
10' OR DEEPEN
N.T.S.
TRENCH DETAILO
BASIS OF BEARINGS:
BENCH MARK: NO. 15-21A
p O
THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING
4.0 MILES WEST ALONG S.P. RR FROM SIERRA AVE.
BRENDA FOWLER
BETWEEN NATIONAL GEODETIC SURVEY CORS (CONTINUOUSLY
OVERCROSSING AND 1 MILE EAST OF ETIWANDA AVE.
o
OPERATING REFERENCE STATION) "RTHS" (RIALTO HIGH SCHOOL)
OVERCROSSING IN TOP OF SE WINGWALL AT ANGLE
AND CORS "EWPP" (ETIWANDA POWER PLANT) BEING N84'19'30"W
PT. OF RR BRIDGE NO. 528.38, 30 FT. EAST OF
MULBERRY AVE. EXTENDED FROM THE SOUTH,
DIAL TWO WORKING
BEFORE DAYS BEFORE
PER FILES PROVIDED BY NATIONAL GEODETIC SURVEY AND
8.5 FT. SOUTH OF MOST SOUTHERLY RAIL,
Y ❑ U DIG YOU D I G
BY U.S. ARMY TOPOGRAPHIC ENGINEERING CENTER (CORPSCON).
23 FT. NORTH OF TELEPHONE LINE.
TOLL FREE 1-800-227-2600
TAGHI MONAZVI
ELEVATION=1004.9160 DATE 03/01/71
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
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TRUNK SEWER \ T8* SEWER .A>FR
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UTILITY CONTACTS
CALABASH
AVE
FONTANA WATER CO.
BRENDA FOWLER
8840 NUEVE AVE.
PH. (909) 822-2201
FONTANA, CA 92334
Iddy
0 20 40 80 120
INLAND EMPIRE UTILITIES AGENCY
TAGHI MONAZVI
6075 KIMBALL AVE.
PH. (909) 993-1600
CHINO, CA 91710
SCALE:1 "=40'
SBC -ANAHEIM
ANGELA RODRIGUEZ
1265 VAN BUREN ST., RM 180
PH. (714) 237-6065
ANAHEIM, CA 92807
SOUTHERN CALIFORNIA EDISON-FONTANA
Q 7951 REDWOOD AVE.
SUMMER GALVAN
PH. 909) 357-6116
((909)
Q
FONTANA, CA 92336
FAX 357-6185
SOUTHERN CALIFORNIA GAS CO.- REDLANDS
ROGELIO RAWLINS
1981 0 3003
W.LUGCOA 19 AVE.,374
PH. 335-7725
060X
No. 01 REDLANDS 9
FAX 909)
) 335-7527
- .9
ciYn. ��P
AUFpP
PRELIMINARY
BID SET 07/27/05 L°�248;�248;SEW° dw9
�Thienes Enginee�ng, Inc.
CITY OF FONTANA, CALIFORNIA
oFEssio
Nq�
SEWER IMPROVEMENT PLANS
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
; �`�,opK q 4,
CML ENG/NEERING • LAND SURlEVAC
1349 RRESTONE BOULEVARD
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
/ O q y
�,
U A/lR4LK CALIFORN14 9"
, p1/(714�521-4811 FAx(714)521-417
DRAWN BY:
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
= z
AC
CALABASH AVENUE
SCALE: VERT. 1" = 4'
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
'
* R.C.E. NO. 43293 *
Prepared Under The Supervision Of
SEWER PLAN AND PROFILE
HORIz. 1" = 40'
DESIGNED BY:
DATE:
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
P 3-31-06
C�O�
�'
CR
PM 16903
FROM0A/245+86.00 TO STA. 247+55.51
05/05/04
CHECKED BY:
APPROVED BY.
DRAWING NO.:
1
STANDARDS IN EFFECT.
�F
\
i -" Date p
AIDOOK I. AGH RCE NO. 432 3
C N\,
HIA
��
1' 0&
/�
04.
1
CITY ENGINEER R.C.E. 51152 DATE: