HomeMy WebLinkAbout5066-1BENCHMARK.•
CITY OF FONTANA BM#425; TOP SW BOLT IN TRAFFIC
SIGNAL, NE CORNER SIERRA AVE. & SAN BERNARDINO AVE.
ELEV = 1159.63
11
N THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO., CALIFORNIA
SEWER IMPROV M N PLAN
FOR
16829SAN BERNARDINO AVENUE
GENERAL CONSTRUCTION NOTES:
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1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANASTANDARD PLANS,
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THE CONTRACT PROVISIONS ROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
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("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION
UNLESS OTHERWISE NOTED.
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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
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SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
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3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
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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
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SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC
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RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES
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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.
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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.
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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
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1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT
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NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION,
DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY
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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
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APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER
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COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED.
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14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
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CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE
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RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING
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CONSTRUCTION.
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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
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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.
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A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR
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RESIDENTS AND EMERGENCY VEHICLES.
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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
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DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION
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WITHOUT PRIOR WRITTEN APPROVAL.
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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
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REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED
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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
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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 2X 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 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.
BENCHMARK.•
CITY OF FONTANA BM#425; TOP SW BOLT IN TRAFFIC
SIGNAL, NE CORNER SIERRA AVE. & SAN BERNARDINO AVE.
ELEV = 1159.63
11
N THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO., CALIFORNIA
SEWER IMPROV M N PLAN
FOR
16829SAN BERNARDINO AVENUE
EXISTING MANHOLE I
STA 10+00.00
STA 19+80 PER DWG. NO. 39/100
BREAK IN AT BASE OF M.
RIM=56.56
INV 45.33
TOLL FREE 1 800-227-2600 V'
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
>URFACE
.WER LINE
OWNER/DEVELOPER:
PAUL MINN/CK
MCG DEVELOPMENT CO, INC
2683 LIME AVE
SIGNAL HILL, CA 90755
(562) 216-5748
PREPARED BY. -
SAKE ENGINEERS INC.
400 S. RAMONA AVE. STE. 202
CORONA, CA 92879
()
951 279-4041
(951) 279-2830
LEGAL DESCRIPTION.•
A PORTION OF LOT 713 OF SEMI -TROPIC
LAND WATER COMPANY SUBDIVISION AS
SHOWN BY MAP ON FILE IN BOOK 11
PAGE 12 OF MAPS, RECORDS OF SAN
BERNARDINO COUNTY.
BENCHMARK:
CITY OF FONTANA BM#425; TOP SW BOLT IN TRAFFIC
SIGNAL, NE CORNER SIERRA AVE. & SAN BERNARDINO
AVE. ELEV = 1159.63
BASIS OF BEARING:
BASIS OF BEARING: THE CENTERLINE OF SAN
BERNARDINO AVENUE BEING NORTH 89 57 50" EAST AS
SHOWN ON P.M.B. 150/23-24.
UTIL I TIES:
WATER FONTANA WATER COMPANY
SEWER CITY OF FONTANA
ELECTRIC SO CAL EDISON
TELEPHONE PACIFIC BELL
CABLE ADELPHIA
GAS SO CAL GAS
FIRE PROTECTION COUNTY OF SAN BERNARDINO
CONSTRUCT/ON NOTES. QUANTITY -5
&CONSTRUCT 8" VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS 47.11 L.F
2�-INSTALL 8" SEWER CLEAN OUT PER CITY OF FONTANA NO. 2004 1 EA.
REVISMN DESCRIPTIM I DATE I ENGR. I CITY I DATE I I I SAM AKSARPOUR R.C.E. 53038 DATE ' SA
THOMAS GU/DE 2004• PAGE 604, GR/D, J-5
PROJECT
L OCA TION
W
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SAN BERNARDINO BLVD.
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MARYGOLD AVE.
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VALLEY BLVD. o
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CITY OF FONTANA, CALIFORNIA a
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SEWER IMPROVEMENT PLAN z
16829 SAN BERNARDINO AVENUE Q
AS SHOWN Q
TITLE SHEET DATE,0
C0 RU ION NOTES & N ITY ESTIMATES 10/17/13 u
APPROVED DRAWING NO.: 1
DATE3 /0** /f 5066 1
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EXISTING MANHOLE I
STA 10+00.00
STA 19+80 PER DWG. NO. 39/100
BREAK IN AT BASE OF M.
RIM=56.56
INV 45.33
TOLL FREE 1 800-227-2600 V'
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
>URFACE
.WER LINE
OWNER/DEVELOPER:
PAUL MINN/CK
MCG DEVELOPMENT CO, INC
2683 LIME AVE
SIGNAL HILL, CA 90755
(562) 216-5748
PREPARED BY. -
SAKE ENGINEERS INC.
400 S. RAMONA AVE. STE. 202
CORONA, CA 92879
()
951 279-4041
(951) 279-2830
LEGAL DESCRIPTION.•
A PORTION OF LOT 713 OF SEMI -TROPIC
LAND WATER COMPANY SUBDIVISION AS
SHOWN BY MAP ON FILE IN BOOK 11
PAGE 12 OF MAPS, RECORDS OF SAN
BERNARDINO COUNTY.
BENCHMARK:
CITY OF FONTANA BM#425; TOP SW BOLT IN TRAFFIC
SIGNAL, NE CORNER SIERRA AVE. & SAN BERNARDINO
AVE. ELEV = 1159.63
BASIS OF BEARING:
BASIS OF BEARING: THE CENTERLINE OF SAN
BERNARDINO AVENUE BEING NORTH 89 57 50" EAST AS
SHOWN ON P.M.B. 150/23-24.
UTIL I TIES:
WATER FONTANA WATER COMPANY
SEWER CITY OF FONTANA
ELECTRIC SO CAL EDISON
TELEPHONE PACIFIC BELL
CABLE ADELPHIA
GAS SO CAL GAS
FIRE PROTECTION COUNTY OF SAN BERNARDINO
CONSTRUCT/ON NOTES. QUANTITY -5
&CONSTRUCT 8" VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS 47.11 L.F
2�-INSTALL 8" SEWER CLEAN OUT PER CITY OF FONTANA NO. 2004 1 EA.
REVISMN DESCRIPTIM I DATE I ENGR. I CITY I DATE I I I SAM AKSARPOUR R.C.E. 53038 DATE ' SA
THOMAS GU/DE 2004• PAGE 604, GR/D, J-5
PROJECT
L OCA TION
W
Q
SAN BERNARDINO BLVD.
v
MARYGOLD AVE.
o
y
VALLEY BLVD. o
N
Qo
10 �'
a
d
Al
Li
VICINITY MAP I co
Wco
NTS
CITY OF FONTANA, CALIFORNIA a
c
SEWER IMPROVEMENT PLAN z
16829 SAN BERNARDINO AVENUE Q
AS SHOWN Q
TITLE SHEET DATE,0
C0 RU ION NOTES & N ITY ESTIMATES 10/17/13 u
APPROVED DRAWING NO.: 1
DATE3 /0** /f 5066 1
i