HomeMy WebLinkAbout2541-1GENERAL NOTES FOR SEWER SYSTEM
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE
CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS
DATED 1975 INCLUDING LATEST REVISIONS, AND STANDARD
SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION, 1994 EDITION.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF
FONTANA ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK
WITHIN THE CITY LIMITS.
3. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER LINES SHALL
BE CONSTRUCTED OF BELL AND SPIGOT TYPE VITRIFIED CLAY
PIPE (V.C.P.). VITRIFIED CLAY PIPE SHALL BE EXTRA
STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF
THE ASTM, DESIGNATION: C700-89 "STANDARD SPECIFICATION
FOR VITRIFIED CLAY PIPE. EXTRA STRENGTH STANDARD STRENGTH,
AND PERFORATED" AND TO THE SPECIFICATIONS ENTITLED "VITRIFIED
CLAY PIPE, MATERIALS SECTION" PUBLISHED BY THE CLAY PIPE
INSTITUTE. WHERE PROVISIONS OF THESE SPECIFICATIONS ARE IN
CONFLICT THE MORE RESTRICTIVE PROVISION SHALL APPLY.
4. THE MANHOLES SHALL BE PRECAST CONCRETE MANHOLES PER CITY
OF FONTANA STANDARD DETAIL 112. CONCRETE FOR BASE SLAB
SHALL BE CLASS 560-B-3250. STANDARD MANHOLE FRAME AND
COVER AND REINFORCED CONCRETE COLLAR -PER CITY OF
FONTANA STANDARD DETAIL 109.
5. ALL STATIONING REFERS TO CENTERLINE SEWER, UNLESS OTHERWISE NOTED.
6. ELEVATIONS SHOWN ON PROFILE AS "TOP OF MANHOLE" ARE APPROXIMATE
ONLY AND NOT TO BE USED FOR SETTING OF MANHOLE RING.
7. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER
CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION
OF PAVING, THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISHED
GRADE.
8. SHORT STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE
USED AT THE MANHOLE WALLS TO ABSORB MINIMAL DEFLECTION.
9. 4" V.C.P. HOUSE SEWER LATERALS AND LATERAL HOUSE CLEANOUT -
PER CITY OF FONTANA STANDARD DETAIL 125.
TERMINATE ALL HOUSE SEWER LATERALS 3' INSIDE THE PROPERTY LINE
WITH A PLUG, PER STANDARD.
10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
11. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE
OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION
STRUCTURES ETC..., SHOWN ON THESE PLANS OR NOT, WITHIN AREA TO
BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE
RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS.
12. "AS BUILT" PLANS SHALL BE PROVIDED TO THE ENGINEER OF RECORD BY THE
CONTRACTOR. THE ENGINEER OF RECORD SHALL PROVIDE " RECORD DRAWINGS "
TO THE CITY PRIOR TO CITY ACCEPTANCE OF THE SEWER SYSTEM.
13. SEWER CONTRACTOR SHALL CHISEL "X" IN THE CURB AT THE LOCATION
OF ALL LATERALS.
14. THE CONTRACTOR SHALL PROVIDE THE TERMINAL CLEANOUT AT THE
END OF THE BOUNDARY IF THE SEWER CONSTRUCTION WILL BE DONE
IN SEVERAL PHASES. SEE DETAIL ON THIS SHEET AND CITY OF
FONTANA STANDARD DETAIL 128 FOR SEWER TERMINAL CLEANOUT.
15. ALL 4" HOUSE SEWER LATERAL SHALL BE INSTALLED ON A 2% MINIMUM GRADE
UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF
DUST CONTROL WHICH SHALL INCLUDE PROVISION FOR ADEQUATE WATERING DURING
THE GRADING PROCESS AND PROVISIONS FOR CONTINUANCE OF DUST CONTROL AFTER
THE GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE PRESENTS EFFICIENT
PROTECTIVE COVER AGAINST WIND OR WATER EROSION THAT SPECIAL DUST CONTROL
MEASURES ARE NO LONGER NECESSARY.
17. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH
MARKS NOTED ON THE PLANS OR FOUND DURING CONSTRUCTION WITHOUT PRIOR
NOTIFICATION TO THE CIVIL ENGINEER. REMOVAL AND REPLACEMENT SHALL BE
DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY
MONUMENTS WHICH WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION
SHALL BE REPLACED. CONTRACTOR SHALL NOTIFY REGISTERED CIVIL ENGINEER OR
LICENSED LAND SURVEYOR ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO
MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF SAID MONUMENTS
BY SAID REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR.
18. City of Fontana, utility notification list
City of Fontana Pacific Bell Co.
Attn: Carlos Navarro Attn: Virginia Becker
8353 Sierra Avenue 3939 E. Coronado Street
Fontana, CA. 92335 Anaheim, CA. 92807
(909) 350-6632 (714) 666-5467
So. Calif. Gas Company Underground Service Alert
Attn: Dennis Freeman (800) 422-4133
1981 W. Lugonia Avenue
Redlands, CA. 92374 Comcast ( Cable TV )
(909) 335-7547 Attn: Jack Hayes
Emergencies: (800) 427-2200 1205 Dupont Ave.
Ontario, CA. 91761
So. Calif. Edison Company (909) 390-4738
300 N. Pepper Avenue
Rialto, CA. 92376 General Telephone Company
909 820-5598 — Underground Attn: Steve Hock
909 875-5100 — Transmission 1400 E. Phillips Blvd.
213 637-1233 — Pipelines Ontario, CA. 91766
909 357-6223 — Distribution (800) 422-4133
800 422-4133
Fontana Water Company
Crawford Canyon Mutual Water Co. Attn: Michael J. McGraw
Attn: Bill Vanderkieft, Jr. 8440 Nuevo Avenue
(619) 868-6040 Fontana CA. 92235
822-220
Fa0x: (09) 82315046
19. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN
DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE
GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN
DEPTH SHALL ALSO BE GAURDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND
MOVEMENT MAY BE EXPECTED.
20. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR
TRENCH WORK AS DESCRIBED IN NOTE 19 ABOVE FROM CAL/OHSA.
CITY OF FONTANA
SEWER IMPROVEMENT PLANS
TRACT NO. 15655-15,16 and 17
0&&s,ftA At
3' MAX SIZE NATIVE
SOIL, COMPACTED 95X
6" MIN. 6" MIN.
10" MAX.- 10" MAX.
6" MAX SIZE NATNE- --
SOIL, COMPACTED 90�G
1/2" CRUSHED --�
STONE BEDDING
PER STD. SPECS.
FOR PUBLIC WORKS
CONSTRUCTION
TABLE 200-1.2(A)
SHOWN BELOW
TABLE: 200-1.2(A)
SIEVE SIZE
PERCENTAGE
PASSING SIEVES
1 1/2
—
1"
_
3/4"
100
1
90-100
3/8"
20-60
N0.4
0-15
N0.8
0-5
ASTM C 131
TEST GRADING
9
IN MAP
SCALE: 1 =400
1" MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 90%
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SCALE: 1" = 2'
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She4(D—CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
Sh" 3 �CONSTRUCT 4" VCP SEWER LATERAL PER CITY STD. DWG. NO. 125
(D—INSTALL 8" VCP STOPPER
D_ REMOVE PLUG AND JOIN EXISTING 8" VCP SEWER
NOTE: CONSTRUCT NOTE NO. 195 NOT USED ON THESE PLANS
3" MAX SIZE NATIVE
SOIL, COMPACTED 959r
6" MIN. 6" MIN.
10" MAX. 10" MAX.
6" MAX SIZE NATIVE N
SOIL, COMPACTED 90X
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Y I � NATIVE BEDDING COMPACTED
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648
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TYMAL BEDDM FOR 89 VCP
LESS THAN V DEEP
SCALE: 1 " = 2'
Filename: L:\DWG\10201\15655-15\10201SI.DWG
Dote: November 14, 1997
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TYMAL BEDDM FOR 89 VCP
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SCALE: 1 " = 2'
Filename: L:\DWG\10201\15655-15\10201SI.DWG
Dote: November 14, 1997