HomeMy WebLinkAbout2467-1GENE11M.. NOTES MR 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 27 MINIMUM GRADE
UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
CITY OF FONTANA
SEWER IMPROVEMENT PLANS
U
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14�
f7�7:i
TRACT NO. 15655 -9 and 19
EXISTING
HIGHLAND
AVENUE
20. City of Fontana, utility notification list
16.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF
City of Fontana
Pacific Bell Co.
1"
DUST CONTROL WHICH SHALL INCLUDE PROVISION FOR ADEQUATE WATERING DURING
Attn: Carlos Navarro
Attn: Virginia Becker
1 "
THE GRADING PROCESS AND PROVISIONS FOR CONTINUANCE OF DUST CONTROL AFTER
8353 Sierra Avenue
3939 E. Coronado Street
N0.4
THE GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE PRESENTS EFFICIENT
Fontana, CA. 92335
Anaheim, CA. 92807
ASTM C 131
TEST GRADING
PROTECTIVE COVER AGAINST WIND OR WATER EROSION THAT SPECIAL DUST CONTROL
(909) 350-6632
(714) 666-5467
MEASURES ARE NO LONGER NECESSARY.
So. Calif. Gas Company
Underground Service Alert
17.
THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH
Attn: Dennis Freeman
(800) 422-4133
MARKS NOTED ON THE PLANS OR FOUND DURING CONSTRUCTION WITHOUT PRIOR
1981 W. Lugonia Avenue
Redlands, CA. 92374
Comcast ( Cable TV )
NOTIFICATION TO THE CIVIL ENGINEER. REMOVAL AND REPLACEMENT SHALL BE
(909) 335-7547
Attn: Jack Hayes
DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY
Emergencies: (800) 427-2200
1205 Dupont Ave.
MONUMENTS WHICH WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION
CA. 91761
SHALL BE REPLACED. CONTRACTOR SHALL NOTIFY REGISTERED CIVIL ENGINEER OROntario,
So. Calif. Edison Company
(909) 390-4738
LICENSED LAND SURVEYOR ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO
300 N. Pepper Avenue
MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF SAID MONUMENTS
Rialto, CA. 92376
General Telephone Company
BY SAID REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR.
909 820-5598 — Underground
Attn: Steve Hock
909 875-5100 — Transmission
1400 E. Phillips Blvd.
18.
THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN
213 637-1233 — Pipelines
1800
Ontario, CA. 91766
DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE
909 357-6223 — Distribution
(800) 422-4133
GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN
422-4133
Fontana Water Company
DEPTH SHALL ALSO BE GAURDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND
Crawford Canyon Mutual Water Co.
Attn: Michael J. McGraw
MOVEMENT MAY BE EXPECTED.
Attn: Bill Vanderkieft, Jr.
8440 Nuevo Avenue
(619) 868-6040
Fontana CA. 92235
19.
THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR
(909) 822-2201
TRENCH WORK AS DESCRIBED IN NOTE 19 ABOVE FROM CAL/OHSA.
Fax: (909) 823-5046
INDEX MAS
SCALE: 1"=400'
3" MAX SIZE NATIVE
SOIL, COMPACTED 957
6" MIN.
10" MAX.
'I N
6" MAX SIZE NATIVE —
SOIL, COMPACTED 907
1/2" CRUSHED —�
STONE BEDDING
PER STD. SPECS.
FOR PUBLIC WORKS
CONSTRUCTION
TABLE 200-1.2(A)
SHOWN BELOW
8" VCP
.. .�•. .. •. � .� is ..::
6" MIN.
10" MAX.
1'0 MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 907
Z
M
da
TYPICAL FOR r VCP
TABLE: 200-1.2(A) 10, OR DEEPER
SIEVE SIZE
PERCENTAGE
PASSING SIEVES
1 1/2
—
1"
3/4-
100
1 "
0-10
3/8"
20-60
N0.4
0-15
N0.8
0-5
ASTM C 131
TEST GRADING
8
SCALE: 1 " = 2'
cONSTRUCTM NOTES QUANTITIES
(D—CONSTRUCT 8" VCP SEWER
3�— CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 ._
(a)—CONSTRUCT 4" VCP SEWER LATERAL PER CITY STD. DWG. NO. 125
Sa>_ REMOVE PLUG AND JOIN EXISTING 8" VCP SEWER
3" MAX SIZE NATIVE
SOIL, COMPACTED 957
6" MIN.
10" MAX.
6" MAX SIZE NATIV�E�
SOIL, COMPACTED 907 N
— —
8" VCP
6" MIN.
10" MAX.
1,602 L.F.
5 EA.
54 EA.
2 EA.
1'* MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 907
it
Z
C, �
11
TYPICAL BEDDING FOR W VCP
LESS THAN 10' DEEP
SCALE: 1 " = 2'
VICINITY MAP .
SCALE: 1 "= 1/2 mile
Filename: L:\DWG\10201\15655-9\lO2OlSl.DWG
Date: January 13, 1997