HomeMy WebLinkAbout3472-1GENERAL SEWER NOTES:
1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA
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30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12"
STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS
STANDARD PI.AN
BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE
FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK. ALL REFERENCE
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METRIC
330-1
SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST ED/TION
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UNLESS OTHERWISE NOTED.
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2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT
"GREEN
CITY OF FONTANA
CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE
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BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY
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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 DEVE-
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LOPMENT DEPARTMENT, ENGINEER/NG DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION
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COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF
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ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS CALL (909) 350-7610.
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5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND
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16231 VALLEY BLVD.
PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TR4FFIC CONTROLS, LATEST
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FONTANA, CA. 92335
NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
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GROUT RAIL NOPLACEBS.
(909) 390-4738
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6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
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DELINEATORS OR OTHER TRAFFIC CONTROL DEV/CES AT ALL TIMES.
SECTION
7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK
13
FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION
14
OF INDUSTRIAL SAFETY.
TYPICAL TOP &
8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH
15
SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS
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PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE
ALSO BE GUARDED WHEN
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OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL
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THEPOTENTIAL EXISTS FOR GROUND MOVEMENT.
ATTN. MICHAEL J. McGRAW
9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT
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OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
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10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE
6
INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
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TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING
UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO
8
THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600
TWO WORKING DAYS BEFORE EXCAVATION.
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11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES
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INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION,
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LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER,
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STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE
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GIVEN TWO WORK/NG DAYS NOTICE PRIOR TO WORK AROUND THEIR FAC/LIT/ES.
12 THE CONTR4CTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT
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APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE
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WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
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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
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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
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TIES OR BENCH MARKS WITHOUT PR/OR NOTIFICATION TO THE CITY ENGINEER -
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16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY
MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED
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CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE
DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THECONTRACTOR
01.
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. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION
AREA FOR RESIDENTS AND EMERGENCY VEHICLES. m
18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL,
INCLUDING ADEQUATE WATER/NG, AT ALL TIMES.
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19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATER/AL, MUD, SILT OR DEBRIS
TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY INDEX MAP
DURING CONSTRUCT/ON WITHOUT PRIOR WRITTEN APPROVAL.
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20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PR/OR 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 ENG/NEB MAY REQUIRE
TEMPORARY NON-ERODEABLE SWALES ENTER/NG 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
DOWN STREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERM/NAL CLEANOUT.
25 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE C
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 WATER MAIN B
OF THE CITY ENGINEER.
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30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12"
ROOF SLAB
STANDARD PI.AN
BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE
40 mm 0 1/2')
GROUT HOLE
MANHOLE SHAFT SAFETY LEDGE
METRIC
330-1
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E. C.
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CITY OF FONTANA
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WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
ROUGHEN SURFACE
32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED
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IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED
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(909) 350-6632
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SO. CALIFORNIA GAS COMPANY
INSERTS. TYPICAL FOR
PLACED, INSPECTED AND APPROVED.
ATTN. • GREG GASPAR
ATTN. JACK HAYES
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16231 VALLEY BLVD.
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ROOF AND L
FONTANA, CA. 92335
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GROUT RAIL NOPLACEBS.
(909) 390-4738
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GENERAL TELEPHONE COMPANY
VERTICAL
SECTION
ATTN: STEVE HOCK
37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,
THE SATISFACTION
I5Ma1I50 mm (•5
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STRIP/NG, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO
OF THE CITY TRAFFIC ENGINEER.
TYPICAL TOP &
(800) 422-4133
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38 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
40 mm (1 1/2") GROUT 4-15M (P5)
FONTANA WATER COMPANY
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ATTN. MICHAEL J. McGRAW
NOTE 3
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FLOOR SLAB
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SECTION A -A
SY
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TYP. 5 mm 0 E
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M (I I/4-) S6LJ�I I
mm (3'-4') LONG
4-15M (�5) pIAGONALS I PLACE DIAGONAL
DETAIL A' L= 1.3 m (4'-3') TOP & BOTTOM
ROTATED 900
SECTION B -B
REINFORCEMENT DETAILS
FOR FLOOR AND ROOF SLABS
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
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30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12"
BEGIN CURVE
STANDARD PI.AN
BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE
40 mm 0 1/2')
GROUT HOLE
MANHOLE SHAFT SAFETY LEDGE
METRIC
330-1
GREENBOOK COMMITTEE
50 mm x 150 mm (2'x6')
E. C.
END CURVE
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CITY OF FONTANA
SHEET 1 OF
INSIDE DIAMETER
WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
ROUGHEN SURFACE
32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED
8353 SIERRA AVENUE
I
IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED
LIGHT WEIGHT METAL
ANAHEIM, CA 92807
SLOPE 1.0%
(909) 350-6632
(714) 666-5467
33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL H4VE BEEN
SO. CALIFORNIA GAS COMPANY
INSERTS. TYPICAL FOR
PLACED, INSPECTED AND APPROVED.
ATTN. • GREG GASPAR
ATTN. JACK HAYES
34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR
16231 VALLEY BLVD.
1205 DUPONT AVENUE
ROOF AND L
FONTANA, CA. 92335
JOINT DETAILS
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GROUT RAIL NOPLACEBS.
(909) 390-4738
PER NOTE 7
GENERAL TELEPHONE COMPANY
VERTICAL
SECTION
ATTN: STEVE HOCK
37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,
THE SATISFACTION
I5Ma1I50 mm (•5
•) OC
STRIP/NG, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO
OF THE CITY TRAFFIC ENGINEER.
TYPICAL TOP &
(800) 422-4133
BOTTOM OF SLAB
38 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
40 mm (1 1/2") GROUT 4-15M (P5)
FONTANA WATER COMPANY
RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
HOLES FOR FLOOR SLAB DIAGONALS
ATTN. MICHAEL J. McGRAW
600I L- 825 mm
(2'-9')�
SECTION A -A
SY
AB
TYP. 5 mm 0 E
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VE
E
M (I I/4-) S6LJ�I I
mm (3'-4') LONG
4-15M (�5) pIAGONALS I PLACE DIAGONAL
DETAIL A' L= 1.3 m (4'-3') TOP & BOTTOM
ROTATED 900
SECTION B -B
REINFORCEMENT DETAILS
FOR FLOOR AND ROOF SLABS
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
TYPICAL SEWER LATERAL &
30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12"
BEGIN CURVE
STANDARD PI.AN
BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE
PROMULGATED NDARDE
WBGRWORKSSTANDARDSINC.
PUBLIC
MANHOLE SHAFT SAFETY LEDGE
METRIC
330-1
GREENBOOK COMMITTEE
MEASURED FROM THE UTILITY EASEMENT.
E. C.
END CURVE
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CITY OF FONTANA
SHEET 1 OF
2
WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JO/NTS SHALL BE USED AT MANHOLE s s
WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. SEWER MAIN _ -n
28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EX/STING FACILITIES, AND CL. WATER LAT. & SERVICE METER BY OTHERS
VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS NOTE: WATER LINE NORTH/EAST SIDE OF CL.
TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS
SHOWN ON THE PLANS. SEWER LINE ® SOUTH/WEST SIDE OF CL.
" BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE WATER SER " r nF7TAII
29 ALL 4 HOUSE LATERALS SHALL
APPROVED BY THE CITY ENG/NEER.
TYPICAL SEWER LATERAL &
30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12"
BEGIN CURVE
NOT TO SCALE
BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE
B. W.
BACK SIDEWALK
STREET RIGHT-OF-WAY, THE LATERAL SHALL TERMINATE 3 FEET INS/DE THE LOT AS
CITY OF FONTANA UT/CITY
NOTIFICATION LIST
MEASURED FROM THE UTILITY EASEMENT.
E. C.
END CURVE
31 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE
CITY OF FONTANA
PACIFIC BELL CO.
LOCATION OF THE SEWER LATERAL.
ATTY. • CARLOS NAVARRO
ATTN. • VIRGINIA BECKER
32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED
8353 SIERRA AVENUE
3939 E.CORONADO STREET
IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED
FONTANA, CA 92335
ANAHEIM, CA 92807
AGENCIES IMMEDIATELY.
(909) 350-6632
(714) 666-5467
33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL H4VE BEEN
SO. CALIFORNIA GAS COMPANY
COMCAST (CABLE TV)
PLACED, INSPECTED AND APPROVED.
ATTN. • GREG GASPAR
ATTN. JACK HAYES
34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR
16231 VALLEY BLVD.
1205 DUPONT AVENUE
TO PAVING OF STREETS.
FONTANA, CA. 92335
ONTARIO, CA. 91761
35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT
(909) 428-8411
EMERGENCIES: (800) 427-2200
(909) 390-4738
36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED
GENERAL TELEPHONE COMPANY
TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING
SO. CALIFORNIA ED/SON COMPANY
ATTN: STEVE HOCK
37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,
THE SATISFACTION
7951 REDWOOD AVE.
FONTANA, CA. 92335
1400 E. PHILLIPS BLVD.
ONTARIO, CA. 91766
STRIP/NG, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO
OF THE CITY TRAFFIC ENGINEER.
(909) 820-5598 - UNDERGROUND
(800) 422-4133
(909) 875-5100 -TRANSMISSIONS
38 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
(213) 637-1233 - PIPELINES
FONTANA WATER COMPANY
RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
(909) 357-6233 -DISTRIBUTION
ATTN. MICHAEL J. McGRAW
DEVELOPER/OWNER
KB HOMES
801 CORPORATE CENTER DRIVE, SUITE 201
POMONA, CA 91768-2641
(909) 802-1100
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F.'a
� No 36637
F,ESPOl3lSIOLE F ,c3 Aas4 E IN 3 OP C' ''t�Gp.:CH
HAVE BEEN INCORPORATED INTO THE DGOUhfic"v'T$ AS c''
A RESULT THEREOF ell
(806) 422-4133 8440 NUEVO AVENUE
FONTANA, CA 92335
CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201
ATTY. BILL VANDERK/EFT, JR. FAX. • (909) 823-5046
(619) 868-6040
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DIAL TWO WORKING
]BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
PRIVATE ENGINEERS NOT/CE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
STRUCTURES SHOWN ON THESE PLANS ARE 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 DUE PRECAUTIONARY MEASURES TO
PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR
FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY
PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE
DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY. THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND,
INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY
AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
AR/SING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL
REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE
COMMENCEMENT OF WORK
NOTES
1. MANHOLE SHAFT SAFETY LEDGE WILL BE NOTED ON THE PROJECT
DRAWINGS WHEN REQUIRED. IT IS TO BE CONSTRUCTED WHEN DEPTH
OF MANHOLE TO INVERT IS GREATER THAN 6 m(209 AND MANHOLE
SHAFT IS GREATER THAN 3 m(10').
2, A SAFETY LEDGE SHALL NOT BE USED IF A PRESSURE MANHOLE IS
REQUIRED.
3. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 AND SHALL
BE ANCHORED 100 mm (4`) IN THE WALL OF THE STRUCTURE. STEPS
SHALL BE PLACED TO MATCH THE SPACING OF THE MANHOLE SHAFT,
4. REINFORCEMENT SHALL BE PER ASTM A 615M, GRADE 300 (ASTM A 615,
GRADE 40) AND SHALL TERMINATE 50 mm (29 CLEAR OF CONCRETE
SURFACE UNLESS OTHERWISE SHOWN.
5. GROUT HOLES, PIPE AND FITTINGS SMAM BE PROVIDED 1N THE FLOOR
SLAB. PRESSURE GROUTING SHALL BE USED TO FILL VOIDS AND TO
SECURE UNIFORM BEARING. THE GROUT SHALL BE NEAT CEMENT
GROUT AND GROUTING PRESSURES SHALL BE AS DETERMINED IN THE
FIELD BY THE ENGINEER.
6, PIPE RAIL SHALL BE FABRICATED OF 32 mm (I I/4`) STANDARD GALVANIZED
PIPE COMPOSED OF TWO SECTIONS 2.25 m (7'-61) 81 450 mm (18") IN
LENGTH JOINED BY A GALVANIZED COUPLING. THE COUPLING SHALL BE
THREADED A MINIMUM OF 50 mm (29 ON EACH PIPE LENGTH.
7. ROOF AND FLOOR SLABS SHALL BE PRECAST AND KEYED FOR
REINFORCED CONCRETE PIPE SECTIONS AS SHOWN. ALL JOINTS SHALL
BE FILLED WITH CLASS C MORTAR AND NEATLY POINTED OR WIPED ON
THE INSIDE.
8. 1800 mm (72") RCP SHALL BE PROVIDED WITH TWO CIRCULAR CAGES OF
REINFORCEMENT,
9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE
NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES
USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCINGBAR SIZES UNITMAY BE -
IF ENGLISH IUN TSLISH ARE US DS ALL ALU SB US TED DU FOR CONSTRUCFORITION SHALLBARS
BE ENGLISH UNITS.
THE FOLLOWING STANDARD PLAN IS INCORPORATED HEREIN:
324 MANHOLE SHAFT - WITH .ECCENTRIC REDUCER
326 MANHOLE SHAFT - 900mm (36") WITHOUT REDUCER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
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A. C.
ASPHALTIC CONCRETE
B.C.
BEGIN CURVE
B. V. C.
BEG. VERTICAL CURVE
B. W.
BACK SIDEWALK
C.B.
CATCH BASIN
C.L.
CENTERLINE
E. C.
END CURVE
E. P.
EDGE PAVEMENT
E G.
EDGE GUTTER
E.V.C.
END VERTICAL CURVE
F.L.
FLOW LINE
F.S.
FINISH SURFACE
G.B.
GRADE BREAK
H.P.
HIGH POINT
/w.
INVERT
0. C.
ON CURVE
(R)
RIDGE LINE
RA
RIGHT OF WAY
TAN.
TANGENT
T. C.
TOP OF CURB
B.F.
BACK FLOW DEVICE
CAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
MANHOLE SHAFT SAFETY LEDGE
TABLE: 200-1.2 A
SIEVE SIZE
PERCENTAGE
PASSING SIEVES
2
1 142-
V
1
1
(590.77)
--3/4-
100
142
90-100
3/8
20-60
'Q1
0-15
N0. 8
0-5
ASTM C 131
TEST GRADING
B
P. C. C.
PORTLAND CEMENT CONCRETE
W
WIDTH
V
VERTICAL DEPTH
(590.77)
INDICATES EX/ST/NG ELEVATION
590.77
INDICATES PROPOSED ELEVATION
INDICATES SLOPE 2:1
AC PAVEMENT
REMOVAL
GR/ND
EDGE OF PAVEMENT
ry
WATER LINE
SD
STORM DRAIN
S
SEWER LINE
MANHOLE
—�
STREET LIGHT
FH 0--1
FIRE HYDRANT
NOTE:
THE UNDERSIGNED CIVIL ENGINEER WIIL BE RESPONSIBLE
FOR PROFESSIONAL INSPECTIONS IN ACCORDANCE WITH
SECTION 3317 OF THE UNIFORM BUILDING CODE.
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STANDARD PIAN
METRIC
330-1
SHEET 2 OF 2
VICINITY MAP
6" MIN.
10" MAX.
3" MAX. SIZE
NATIVE SOIL
COMPACTED 95%.
6" MAX. SIZE _
NATIVE SOIL
COMPACTED 90%.
V.C.P./D.I.P
NTS
-7L
6" MIN.
10" MAX.
1" MAX. SIZE
SELECTED NATIVE
BEDDING
COMPACTED
TO 90%.
N
Q�
�O
10' OR DEEPER USE 1/2" I� ' - _
CRUSHED STONE BEDDING
PER STD. SPECS. FOR
PUBLIC WORKS CONSTRUCTION
TABLE 200 1.2 [A] TYPICAL BEDDING DETAIL
N.T.S.
CONSTRUCTION NOTES:
I INSTALL 8" EXTRA STRENGTH V.C.P. SEWER.
2 CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (ID=48").
O3 — CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF
FONTANA STD. DWG. NO. 112 (D=60"). WITH SAFETY LANDING
PER A.P. W.A. STD. 330-1.
4O— INSTALL BACKFLOW DEV/CE.
5� INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER
CITY OF FONTANA STD. DWG. NO. 125.
6O— POTHOLE EXISTING UNDERGROUND FACILITY AS NECESSARY.
0— CONSTRUCT PIPE TRENCH AS REQUIRED, PER CITY OF FONTANA
QUANTITIES
1216 LF
6 EA
1 EA
25 EA
1526 LF
LS
660 SF
STD. DETAIL 131.
INSTALL 8" D.I.P. SEWER 107 LF
BENCH MARK:615 BASIS OF BEARINGS:
E EAST UNE OF SECTION 30, TOWNSHIP 1
R 1LROAD SPIKE AT INTERSECTION OF NORTH, RANGE 5 WEST, SMI BERNARDINO
CITRUS AVENUE AND LOS CEDROS ERIDWW, SHOWN AS NOO'27'433 W ON
AVENUE; IN POWER POLE NO. 9011E TRACT AWP 15908 BLED IN BOOK 271,
ON THE EAST SIDE OF CITRUS AVENUE. PAGES 34 THROUGH 39, INCLUSIVE OF
RECORDS OF SURVEY, RECORDS OF SAN
ELEVATION: # 1467.59 BERNARDINO COUNTY.
Prepared Under The Supervision Of
HAWQ
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¢O� F`A�2 DRAWN BY:
w� ¢ No. 62183 rn �i 10601 CHURCH STREET , STE.107 JV
*
RANCHO SONg 31917
Expi 9-30-05 PHONE
1DESIGNED BY:
M'
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4F CALIF
RCE 62183 EXP, 9-30-05 M
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CITY OF FONTANA, CAUFORINIIIA
SEWER IMPROVEMENT PLANS
V
TRACT 16099 AND 1609.9-1 �A AS SHOWN
ET DATE ~
T/ TL S E 12— 02— 03
PR VED BY: DRAWING NO
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