HomeMy WebLinkAbout3037-1GENERAL 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 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
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 CONSTRUCTION SHALL BE REPLACED. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO THIS 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 TO 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 V.C.P. 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.
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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 NOTICE TO CONTRACTORS
THE CONTRACTOR AGREES THAT HE SHAD_ ASSUME SOLE AND COMPLETE RESPONSIBIUTY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHAD_
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOU) THE OWNER AND THE ENGINEER
HARMLESS FROM ANY AND ALL LIABIUTY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR UABIUTY ARISING FROM THE
SOLE NEGUGENCE OF THE OWNER OR THE ENGINEER.
UNDERGROUND UTILITIES & STRUCTURES
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIUTIES OR STRUCTURES SHOWN IN
THESE PLANS WAS 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 ALL PRECAUTIONARY MEASURES TO PROTECT THE
UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO
THESE UNES OR STRUCTURES.
CAUTION:
"THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR,
UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST
BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS."
NOTICE TO CONTRACTOR:
UTILITIES SHOWN HEREON AS "PROPOSED" MAY IN FACT BE EXISTING AT THE TIME
OF THIS CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE IF ANY "FUTURE OR
PROPOSED" UTILITY HAS BEEN CONSTRUCTED.
UTILITY PURVEYORS:
SEWER
WATER
CITY OF FONTANA
FONTANA WATER COMPANY
8353 SIERRA AVE.
8440 NUEVO AVE
FONTANA, CA. 92335
FONTANA, CA 92335
(909) 350-6632
(909) 822-2201
ATTN: CARLOS NAVARRO
ATTN: AL KROHN
ELECTRICAL
SAN GABRIEL VALLEY WATER COMPANY
SOUTHERN CALIFORNIA EDISON CO.
PO BOX 6010
EL MONTE, CA 91734-2010
7951 REDWOOD AVE
(626) 448-6183 ext 251
FONTANA, CA 92335
ATTN: LUIS MONTENEGRO
ATTN: JAIME AMESZCULA
-------
(909) 357-6581
GAS
(800) 422-4133
NOTE:
1. CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCY WITH THE PLANS PRIOR TO START OF WORK.
�c 2. SEE GENERAL NOTE 30.
UNDERGROUND: (909) 820-5598
SOUTHERN CALIFORNIA GAS COMPANY
TRANSMISSIONS: (909) 820-5137
P.O. BOX 3003, SC8031
PIPELINES: (213) 657-1233
REDLANDS, CA 92373-0306
DISTRIBUTION: (909) 357-6589
ATTN: RICKEY REYES
(909) 335-7508
TELEPHONE
(909) 335 7527 (FAX)
PACIFIC BELL
EMERGENCIES: (800) 427-2200
3939 E. CORONADO STREET
C
CITY OF FONTAN
SEWER
FM
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ATTN: LARRY SIGNAIGO 1205 DUPONT AVE. t
ONTARIO, CA. 91761
(909) 390-4738 ext 3055/� y
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TRACT 15841
INDEX- MAP
TABLE 200-1.2(A)
SIEVE SIZE
PERCENTAGE
PASSING SIEVES
1 1/2-
2-3
ITEM
DESCRIPTION
QUANTITY
4-
3/4-
100
1/2-
90-100
3/8-
20-60
NO. 4
0-15
NO. 8
0-5
ASTM C
TEST GRADNIG
B
REv. REVISION DB MPTION DATE OM. aTY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
IZEC.021> m-AUJI1.46 2-0`i I -IG
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
STANDARDS IN EFFECT.
/QRpFESS/4�e\
PgTHUR c-Y��
CO
r Z
No. 31681 Z�
* Exp. 12/31/04
\C1 I
�F OF
6" MIN
10" MAX
3" MAX SIZE NATIVE s
SOIL, COMPACTED 95% ,
6" MAX SIZE --
NATIVE SOIL
COMPACTED 90%
SUMMIT AVE. /-%/ Y,/SUMMIT
TIS AVENUE j
J
W U
SIERRA V
Uz7 w Q PARKWAY
(A�'" m
E
HIGHLAND AVE.
COUNTY OF SAN BERNARDINO
VICINITY MAP
NTS
BENCH MARK:
THE BENCH MARK FOR THIS PROJECT IS CALTRANS BM
#8-17. IT IS DESCRIBED AS A BRASS CAP IN THE
CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND, 0.2 MI WEST OF SAN
SEVAINE RD., 2.65 MI WEST OF SIERRA AVE.
ELEVATION IS 1428.609 FEET.
BASIS OF BEARINGS:
N
Q
THE BASIS OF BEARINGS FOR THIS DRAWING IS THE LINE
BETWEEN THE NW COR. SEC. 25, R6W, TIN (PT. 61) AND
THE NORTHERLY QUARTER COR. OF SAID SEC. 25 (PT 84).
SAID BEARING IS N89'44'057E AS SHOWN ON RS
30/58-60.
6" MIN
10" MAX
MAX. SIZE
S LEGEND
SELECTED NATIVE SOIL
BEDDING COMPACTED
TO 90%
1/2- CRUSHED
CONSTRUCTION NOTES & QUANTITIES:
z
ITEM
DESCRIPTION
QUANTITY
PER STD. SPECS.
O1
INSTALL 8' EXTRA STRENGTH VCP SEWER
6,080 LF
+ a.
O2
CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
23 EA
�jc
O3
INSTALL 4- EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125
4,658 LF
DIRECTION OF FLOW
O
REMOVE SEWER TERMINAL CLEANOUT AND STOPPER AND JOIN PIPE
1 EA
-------
O
BACKFLOW PREVENTOR (TO BE INSTALLED WITH PRECISE GRADING)
70 EA
NOTE:
1. CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCY WITH THE PLANS PRIOR TO START OF WORK.
�c 2. SEE GENERAL NOTE 30.
SUMMIT AVE. /-%/ Y,/SUMMIT
TIS AVENUE j
J
W U
SIERRA V
Uz7 w Q PARKWAY
(A�'" m
E
HIGHLAND AVE.
COUNTY OF SAN BERNARDINO
VICINITY MAP
NTS
BENCH MARK:
THE BENCH MARK FOR THIS PROJECT IS CALTRANS BM
#8-17. IT IS DESCRIBED AS A BRASS CAP IN THE
CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND, 0.2 MI WEST OF SAN
SEVAINE RD., 2.65 MI WEST OF SIERRA AVE.
ELEVATION IS 1428.609 FEET.
BASIS OF BEARINGS:
N
Q
THE BASIS OF BEARINGS FOR THIS DRAWING IS THE LINE
BETWEEN THE NW COR. SEC. 25, R6W, TIN (PT. 61) AND
THE NORTHERLY QUARTER COR. OF SAID SEC. 25 (PT 84).
SAID BEARING IS N89'44'057E AS SHOWN ON RS
30/58-60.
6" MIN
10" MAX
MAX. SIZE
S LEGEND
SELECTED NATIVE SOIL
BEDDING COMPACTED
TO 90%
1/2- CRUSHED
- _- "`' '� `
z
STONE BEDDING
_
CENTERLINE
PER STD. SPECS.
n,.. ._.
PER OTHER PLANS
FOR PUBUC WORKS
+ a.
EX S
CONSTRUCTION
N a
o
TABLE 200-1.2(A)
SEWER MANHOLE
O/•
DIRECTION OF FLOW
WATER LINE
ST
SHOWN AT LEFT
8' VCP
TYPICAL BEDDING FOR
8" VCP 10' OR DEEPER
NTS
TJAM111 & 1�
:oreman, Inc.
[30 17 A Civil Engineering - Planning - Surveying - Public Works
1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777
PREPAR UNDER THE SUPERVISION OF:
04JAUI -e4 U
HAROLD A. GARCELON R.C.E. 31681 aDA
SEWER LINE
BEGIN CURVE
SEWER UNE
END CURVE
PER OTHER SHEET
CENTERLINE
SEWER LINE
n,.. ._.
PER OTHER PLANS
INTERSECTION
EX SEWER LINE
EX S
STORM DRAIN UNE
SD
WATER
W
SEWER MANHOLE
O/•
DIRECTION OF FLOW
WATER LINE
ST
RIGHT OF WAY
-------
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SIGNED BY -
REF
fE0(ED BY-
RCq RLI
BC
BEGIN CURVE
EC
END CURVE
CL
CENTERLINE
MH
MANHOLE
INT
INTERSECTION
R/W
RIGHT OF WAY
EX
EXISTING
S
SEWER LINE
SD
STORM DRAIN UNE
W
WATER LINE
ST
STREET STATION
10+00.00
SEWER STATION
CITY OF FONTANA, CALIFORN A
SUMMIT HEIGHTS 11
SEWER PLANS
AS SHOWN
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CITY ENGINEER R.C.E. 51152 DATE: 3037 12 %Q
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