HomeMy WebLinkAbout2969-1JURUPA
W
z
Q
77
RELOCATED MH #10-1C -
SEE SHEET 2 /
O
CONSTRUCTION NOTES & QUANTITIES
NO. ITEM QUANTITY
1
INSTALL STANDARD MANHOLE PER CITY OF FONTANA STANDARD DETAIL 112.
10
EA.
OINSTALL
8" VITRIFIED CLAY PIPE EXTRA STRENGTH
90% R.C.
LF
UTILITY NOTIFICATIONS
PER CITY OF FONTANA STANDARDS AND SPECIFICATIONS
2350
EDGE OF TRENCH
O
INSTALL 4" VITRIFIED CLAY EXTRA STRENGTH SEWER LATERAL
76
EA
PER CITY OF FONTANA STANDARD DETAIL 125. INSTALL SEWER
TO 90% R.C.
8353 SIERRA AVE
CLEANOUT BOX PER CITY OF FONTANA STD DETAIL 125A FOR
FONTANA CA 92335
O
CONCRETE AREAS AND 1256 FOR LANDSCAPE AREAS.
TELEPHONE (909) 350-7610
W
W
4
INSTALL SINGLE SEWER BACKFLOW PREVENTOR
2
EA
OINSTALL
DUAL SEWER BACKFLOW PREVENTOR
21
EA
REMOVE 50±L.F 8" SEWER LATERAL, 4 LF 8" SEWER MAIN AND EXIST
TELEPHONE (889-9711) OR (800) 422-4133
LS
6OSEWER
MANHOLE. REPLACE MAINLINE WITH 8 LF 8" EXTRA STRENGTH VCP.
1
=
SO.CAUF GAS COMPANY -- TRASMISSION DEPARTMENT
REPLACE MANHOLE PER CITY STD DETAIL 112. LOCATE CL NEW MANHOLE
i-
2191 BIRCH STREET
8.00' DOWNSTREAM OF EXISTING MANHOLE.
BREA, CA 92621
BENCHMARK
HIELMAN
ENGINEERS BENCHMARK: 918.40
221 S GLASSELL ST ORANGE, CA 92866 SPIKE ON POWER POLE 11674320E AT
(714) 744-9700 FAX (714) 744-9312 INTERSECTION JURUPA AVE AND MULBERRY
AVE
TOLL FREE -qqmww- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SEWER IMPROVEMENT PLANS
TRACT NO. 16110
AVENUE
Ill Im13r>,T,LV:ml
Q0R0 DRAW6MZ- i
BY:
0 -s -
3"
S3" MAX SIZE NATIVE -m Thielmmm. RCB
SOIL, COMPACTED TO
95% R.C.
2219. Oleo" Sbft
6" MIN 6" MIN 0mqM CA 9M
10" MAX 10" MAX '� (14) 7
6" MAX SIZE NA
CITY OF FONTANA, CALIFORNIA
SOIL COMPACTED TO
SOUTHRIDGE VILLAGE
T GT 16110
WER I PRO MENT PLANS
a
90% R.C.
—
— — — — — — —
UTILITY NOTIFICATIONS
BY: /
DRAWING NO.:
2969
EDGE OF TRENCH
1" MAX SIZE SELECTED
f
NATIVE BEDDING COMPACTED
CITY OF FONTANA
TO 90% R.C.
8353 SIERRA AVE
W
FONTANA CA 92335
O
WIY
m
TELEPHONE (909) 350-7610
W
W
SO.CALIF GAS COMPANY --' DISTRIBUTION FACILITIES
16231 VALLEY BLVD.
FONTANA, CA 92335
TELEPHONE (889-9711) OR (800) 422-4133
=
SO.CAUF GAS COMPANY -- TRASMISSION DEPARTMENT
UNDISTURBED EARTH
i-
2191 BIRCH STREET
BREA, CA 92621
TELEPHONE (909) 529-2889 OR (800) 422-4133
SOUTHERN CALIFORNIA EDITON COMPANY
-o
7951 REDWOOD AVENUE
Mp,24! i FONTANA, CA 92336
ROCK GRADED AS FOLLOWS:
a
9 357-6231 (SO. OF MERRILL)
(N0. OF MERRILL)
0� 1>/� 50)3422 64223
133
PERCENT
SIEVE SIZE PASSING
IVB
GENERAL TELEPHONE COMPANY
3/4" 100
OF F 245 N. MOUNTAIN AVENUE
1/2- 90-100
POMONA, CA 91766
3/8" 20-60
8" V.C.P.
(213) 357-2257 OR (800)422-4133
NO 4 0-15
NO 8 0-05
SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT
ASTM C131 TEST GRADING B825
E. THIRD STRET
DRAWWA,
RECORD SAN BERNARDINO,ECA 92408
BY: (909) 383-1665
PACIFIC TELEPHONE AND TELEGRAPH COMPANY
;Y2m�1
3073 ADAMS STREET
TYPICAL TRENCH BEDDING
Ydm'01°I' RIVERSIDE, CA 92504
(714) 359-2585 OR (800)422-4133
_
NO SCALE
TIMMLMMNBN FONTANA WATER COMPANY
S. GMMU SOO 8440 NUEVO AVENUE
221 P.O. BOX 987
FOR
TRENCHES DEEPER THAN 10' USE 1/2" CRUSHED
omoge,CA92M FONTANA, CA 92334
(714) 744 -MM (909) 822-2201
REV.
REVISION DESCRIPTION
DAZE
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 TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
_
�r STANDARDS IN EFFECT.
RECORD VRPtw11�16
-11-05
JURUPA I AVE.
RIVERSIDE RD.
VICINITY MAP
NO SCALE
GENERAL CONSTRUCTION NOTES
1.ALL WORK SHALL BE IN ACCORDANCE NTH 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.CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA 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.
3.THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER
COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
4.STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED.
5.ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
6.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 THERE TO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE
EXCAVATION. -
7.ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION
OF PAVING.
&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
UTIUTY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTIFICATION PRIOR TO WORK AROUND THEIR FACILITIES.
9.AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY
ENGINEER.
10.WHEN 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 CONFUCT TO THE CITY ENGINEER FOR RESOLUTION.
11.APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
12.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.
13.NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
14.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.
15.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.
16.NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
17.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.
18.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADED, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES.
19.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 HAS BEEN OBTAINED.
20.ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
21.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.
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 NONERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
23.IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND
ALL AFFECTED AGENCIES IMMEDIATELY.
24.THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY
ENGINEER.
25.REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE BY A
REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DISTORTED 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.
26.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 CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
27.NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT PRIOR APPROVAL OF THE INSPECTOR.
28.SANITARY SEWER UNES SHALL BE CONSTRUCTED OF BELL AND SPIGOT 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.
29.TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT NTH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTIUTY
EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTIUTY
EASEMENT.
30.THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL.
31.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 .
32.ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
33.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.
34.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
35.SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT.
36.THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST
EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
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.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS, OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
39.NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER.
Prepared Under The Supervision Of :
H E�OI JENS THIELMANN
R.C.E. No. 25742
EXP. DATE 12/31 /01
Z; No. 25742 m
d Exp. 12-31-01
*�'lF C�yIL E\P*
Qr CAL \ -J Date : ��'��
CITY OF FONTANA, CALIFORNIA
DRAWN BY:
S.Z.
SOUTHRIDGE VILLAGE
T GT 16110
WER I PRO MENT PLANS
a
a
�_s-10-2001
Q
BY: /
DRAWING NO.:
2969
4
ITy ENGINEER R.C.E. 51152 DATE:
f
O
Q
W
O
WIY
m
U
W
W
JURUPA I AVE.
RIVERSIDE RD.
VICINITY MAP
NO SCALE
GENERAL CONSTRUCTION NOTES
1.ALL WORK SHALL BE IN ACCORDANCE NTH 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.CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA 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.
3.THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER
COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
4.STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED.
5.ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
6.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 THERE TO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE
EXCAVATION. -
7.ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION
OF PAVING.
&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
UTIUTY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTIFICATION PRIOR TO WORK AROUND THEIR FACILITIES.
9.AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY
ENGINEER.
10.WHEN 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 CONFUCT TO THE CITY ENGINEER FOR RESOLUTION.
11.APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
12.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.
13.NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
14.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.
15.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.
16.NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
17.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.
18.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADED, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES.
19.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 HAS BEEN OBTAINED.
20.ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
21.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.
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 NONERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
23.IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND
ALL AFFECTED AGENCIES IMMEDIATELY.
24.THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY
ENGINEER.
25.REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE BY A
REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DISTORTED 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.
26.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 CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
27.NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT PRIOR APPROVAL OF THE INSPECTOR.
28.SANITARY SEWER UNES SHALL BE CONSTRUCTED OF BELL AND SPIGOT 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.
29.TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT NTH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTIUTY
EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTIUTY
EASEMENT.
30.THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL.
31.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 .
32.ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
33.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.
34.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
35.SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT.
36.THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST
EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
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.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS, OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
39.NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER.
Prepared Under The Supervision Of :
H E�OI JENS THIELMANN
R.C.E. No. 25742
EXP. DATE 12/31 /01
Z; No. 25742 m
d Exp. 12-31-01
*�'lF C�yIL E\P*
Qr CAL \ -J Date : ��'��
CITY OF FONTANA, CALIFORNIA
DRAWN BY:
S.Z.
SOUTHRIDGE VILLAGE
T GT 16110
WER I PRO MENT PLANS
-
SCALL
0 ;� SHOWN
,� BY:
JTT
�_s-10-2001
BY:
BY: /
DRAWING NO.:
2969
4
ITy ENGINEER R.C.E. 51152 DATE: