HomeMy WebLinkAbout3052-1C
GENERAL 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. 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 AN 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 AVIOD DAMAGE THERETO. THE
CONTRACTOR SHALL CONTACT DIG 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.
8. 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.
9. AS -BUILT PLANS SHALL BE PROVIDED BY THE CONTRACTOR TO
THE CITY ENGINEER. THE ENGINEER SHALL CHECK OUT ORIGINAL
SEWER PLANS AND TRANSFER "AS BUILT" INFORMATION PRIOR
TO THE CITY ACCEPTANCE OF THE SEWER SYSTEM.
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 CONFLICT 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 IN 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.
TRENCES 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 PROPERY
ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT
PRIOR WRITTEN APPROVAL.
18. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
BARRICADES, 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 IS OBTAINED.
20. ALL MATERIAL 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 NON-ERODEABLE
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 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.
26. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LO AL 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 LINES 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.
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.
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 TI M ES.
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.
40. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING IN PLACE,
OR REMOVE AND REPLACE, EXIST UTILITIES WITHIN THE CONSTRUCTION
ZONE AS REQUIRED BY EACH AGENCY OR COMPANY.
CITY OF FONTANA, UTILITY NOTIFICATION LIST
CITY OF FONTANA
PACIFIC BELL CO.
ATTN: CARLOS NAVARRO
ATTN: VIRGINIA BECKER,
8353 SIERRA AVENUE
LARRY SIGNAIGO
FONTANA, CA. 92335
3939 E. CORONADO STREET
(909) 350-6632
ANAHEIM, CA. 92807
(714) 666-5770
S0. CALIF. GAS COMPANY
ATTN: DENNIS FREEMAN
DIG ALERT
1981 W. LUGONIA AVENUE
(800) 227-2600
REDLANDS, CA. 92374
(909) 335-7547
ADELPHIA ( CABLE TV )
EMERGENCIES: (800) 427-2200
ATTN: JACK HAYES
1205 DUPONT AVE.
SO. CALIF. EDITON COMPANY
ONTARIO, CA. 91761
300 N. PEPPER AVENUE
(909) 390-4738
RIALTO, CA. 92376
909 820-5598 - UNDERGROUND
VERIZON
909 875-5100 - TRANSMISSION
ATTN: STEVE HOCK
213 637-1233 - PIPELINES
1400 E. PHILLIPS BLVD.
909 357-6223 - DISTRIBUTION
ONTARIO, CA. 91766
800 422-4133
(800) 422-4133
FONTANA WATER COMPANY
ATTN: MICHAEL J. MCGRAW
8440 NUEVO AVENUE
FONTANA CA. 92235
(909) 822-2201
FAx: (909) 823-5046
NOTE:
FOR TRAFFIC CONTROL
SEE DWG. No. 3032 STAGE 1-A SHEET 5 OF 6
NOTE:
RIGHT OF WAY REOUIRED
PRIOR TO CONSTRUCTION
SEWER IMPROVEMENT PL,&l
EXISTING 18" SEWER
PER DWG. NO. 1895
EXISTING 21" SEWER
PER DWG. NO. 1895
ALMERA
AVENUE
Er. m
U
STAGE 1 CONSTRUCTION
Sheet 2
M.H. NO. 1 M.H. NO. 2 M.H. NO. 3
-It � .."
STAGE 2 CONSTRUCTION
BASELINE AVENUE
M.H. NO. 4 M.H. NO. 5
18"
INDEX MAP
SCALE: 1 "=150'
VICINITY MAP
N T.S.
EXISTING 15" SEWER
PER DWG. NO. 2764
EXISTING 8" SEWER
PER DWG. NO. 2764
AV NUE }.
� v
411,
f
F
f
f
Sheet 3'00
M.H. NO. 6 M.H. NO. 7 ! r M.H. NO; 8
TOKAY
AVENUE EXISTING 8" SEWER
PER DWG. N0. 1406
SCALE: 1 "=150'
PROJECT
LOCATION
r
U
6" TYP
3" MAX SIZE NATIVE
SOIL, COMPACTED 95%
� do a•d_ d. ,Q_.- 6"MIN. 6" MIN.
" .� ° • ° . • #4 REBAR LONGIT.
10 MAX. 10 MAX.
COd ° a ----- -- --- ------ --------- -----
- (4 REQD)-���ft�i� I�I� �,�za��;,,{
' I I N � ��
- - ---- ----------- ---- -,_,: SHEET INDEX
4 TIE BAR I °'Qa"I I I- 6" MAX SIZE NATIVE I
24" O.C. -
A. d. I I SOIL, COMPACTED 90� SHEET DESCRIPTION STATION
Q° II „
1
"4 a TITLE SHEET
1 MAX. SIZE SELECTED
3" CLR -I (( . °Q : - _ d A III- NATIVE BEDDING COMPACTED
TYP TO 90� 2 PLAN & PROFILE STA 42+70.51 TO STA 53+00
3 PLAN & PROFILE STA 53+00 TO STA 63+17.27
-III -
I 4 PLAN & PROFILE STA 26+62.53 TO STA 29+18.00
1/2" _ ° d " CRUSHED
=III I I C
STONE BEDDING ► .:.:. ' I w
.. •III , , ,III III III I
PER STD. SPECS.
FOR PUBLIC WORKS° -
CONCRETE ENCASEMENT CONSTRUCTION _
TABLE 200-1.2(A) m ° " " : ` .,
SHOWN BELOW 8" VCP ' `�"' �' � a '''- �- CONSTRUCTION NOTES ESTIMATE OF QUANTITIES
[DETAIL 1
N.T.S. _ TYPICAL BEDDING FOR 8" VCP STAGE 1 STAGE 2
10' OR DEEPER &-CONSTRUCT 60" PRE ; CAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 3 EA 5 EA
NOTE= LENGTH OF PIPE TO BE ENCASED ARE (MODIFIED DIAMETER)
SHOWN ON THE PLANS N.T.S. O -CONSTRUCT
18" DIP SEWER MAIN 664 LF 1,368
C/L �- CONSTRUCT 18" VCP EXTRA STRENGTH 0 LF 226 LF
R/w BASELINE 4�- CONSTRUCT 8" DIP SEWER MAINLINE @ S=0.020 WITH 8" PLUG 31.5 LF 99. LF
NORTH VARIES 60'-66' AVENUE
f_
VARIES 48'-54' INSTALL 18" PLUG 11 EA. 0 EA.
42'
1 10' 'i 42 INSTALL 8" PLUG 1 EA. 3 EA.
VARIES 12' 1
_..._ ;3' -- -
�'J RELOCATED BY OTHERS AS SHOWN A SHOWN
15' 27' (D -PROTECT IN PLACE AS SHOWN S S OWN
-� 19'
10 10' , REMOVE EXISTING SEWER PIPE AND REWORK MANHOLE BASE FOR 18" DIA. PIPE 0 EA. EA.
SAWCUT, REMOVE AND REPLACE EXISTING A.C. PAVEMENT0 SF 35,500 SF
SHORED
1 .4" EXCAVATION
@-TO BE REMOVED AS SHOWN AS SHO
4
00
r to 12 ENCASE 8" DIP SEWER PER DETAIL 1 SHT 131.5 LF 84.5 L
MAIN
BASELINE AVENUE
BOX / SEWER
1'=10'
Filename: M:\DWG\14902\SEWER\ALMERIA-CITRUS\SHT1.dwc
I
i
VICINITY MAP
N T.S.
EXISTING 15" SEWER
PER DWG. NO. 2764
EXISTING 8" SEWER
PER DWG. NO. 2764
AV NUE }.
� v
411,
f
F
f
f
Sheet 3'00
M.H. NO. 6 M.H. NO. 7 ! r M.H. NO; 8
TOKAY
AVENUE EXISTING 8" SEWER
PER DWG. N0. 1406
SCALE: 1 "=150'
PROJECT
LOCATION
r
U
6" TYP
3" MAX SIZE NATIVE
SOIL, COMPACTED 95%
� do a•d_ d. ,Q_.- 6"MIN. 6" MIN.
" .� ° • ° . • #4 REBAR LONGIT.
10 MAX. 10 MAX.
COd ° a ----- -- --- ------ --------- -----
- (4 REQD)-���ft�i� I�I� �,�za��;,,{
' I I N � ��
- - ---- ----------- ---- -,_,: SHEET INDEX
4 TIE BAR I °'Qa"I I I- 6" MAX SIZE NATIVE I
24" O.C. -
A. d. I I SOIL, COMPACTED 90� SHEET DESCRIPTION STATION
Q° II „
1
"4 a TITLE SHEET
1 MAX. SIZE SELECTED
3" CLR -I (( . °Q : - _ d A III- NATIVE BEDDING COMPACTED
TYP TO 90� 2 PLAN & PROFILE STA 42+70.51 TO STA 53+00
3 PLAN & PROFILE STA 53+00 TO STA 63+17.27
-III -
I 4 PLAN & PROFILE STA 26+62.53 TO STA 29+18.00
1/2" _ ° d " CRUSHED
=III I I C
STONE BEDDING ► .:.:. ' I w
.. •III , , ,III III III I
PER STD. SPECS.
FOR PUBLIC WORKS° -
CONCRETE ENCASEMENT CONSTRUCTION _
TABLE 200-1.2(A) m ° " " : ` .,
SHOWN BELOW 8" VCP ' `�"' �' � a '''- �- CONSTRUCTION NOTES ESTIMATE OF QUANTITIES
[DETAIL 1
N.T.S. _ TYPICAL BEDDING FOR 8" VCP STAGE 1 STAGE 2
10' OR DEEPER &-CONSTRUCT 60" PRE ; CAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 3 EA 5 EA
NOTE= LENGTH OF PIPE TO BE ENCASED ARE (MODIFIED DIAMETER)
SHOWN ON THE PLANS N.T.S. O -CONSTRUCT
18" DIP SEWER MAIN 664 LF 1,368
C/L �- CONSTRUCT 18" VCP EXTRA STRENGTH 0 LF 226 LF
R/w BASELINE 4�- CONSTRUCT 8" DIP SEWER MAINLINE @ S=0.020 WITH 8" PLUG 31.5 LF 99. LF
NORTH VARIES 60'-66' AVENUE
f_
VARIES 48'-54' INSTALL 18" PLUG 11 EA. 0 EA.
42'
1 10' 'i 42 INSTALL 8" PLUG 1 EA. 3 EA.
VARIES 12' 1
_..._ ;3' -- -
�'J RELOCATED BY OTHERS AS SHOWN A SHOWN
15' 27' (D -PROTECT IN PLACE AS SHOWN S S OWN
-� 19'
10 10' , REMOVE EXISTING SEWER PIPE AND REWORK MANHOLE BASE FOR 18" DIA. PIPE 0 EA. EA.
SAWCUT, REMOVE AND REPLACE EXISTING A.C. PAVEMENT0 SF 35,500 SF
SHORED
1 .4" EXCAVATION
@-TO BE REMOVED AS SHOWN AS SHO
4
00
r to 12 ENCASE 8" DIP SEWER PER DETAIL 1 SHT 131.5 LF 84.5 L
MAIN
BASELINE AVENUE
BOX / SEWER
1'=10'
Filename: M:\DWG\14902\SEWER\ALMERIA-CITRUS\SHT1.dwc
I