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I 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 SPECIFICA71ONS 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 REIERENCE TO PRECEDENCE
PROVISIONS IN THE "GREEN BOOKn, 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. INSPEC71ON 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 T14E CITY TRAFFIC ENGINEER.
6 IT SHALL BE 714E RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
ATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL
BARRICADES, DELINE
TIMES.
AIN A PERMIT' TO PERFORM EXCAVATION OR
7 THE CONTRACTOR SHALL OBT
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 A 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 EXIS71NG 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.
I I 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 EXIS71NG 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 13E 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 REPLACEMEN'T 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 WRITTEN
APPROVAL
20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF
THE CITY INSPECTOR.
21 A GEOTECHNICAL ENGINEER SHALL CER77FY ALL 13ACKFILL 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-ERODABLE SWALES
ENTERING OR LEAVING IMPROVEMENTS.
23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR
AND FINISH TO MATCH EXIS71NG 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.
'AAAAAAAAAAA
1-800-22
TOLLFREE 7-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
25 SAN 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 VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED
AT MAAIHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT.
28 PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL E)(POSE EXISTING
FACILITIES, MID VERIFY EEWTION AND LOCATION OF CONNECTIONS. CITY
APPROVAL OF CONNEC77ONS 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 13Y THE CITY ENGINEER.
30 TBMINATE ALL 4" HOUSE SEWEJ? LATERALS 3 FEET INSIDE THE LOT WITH
A PLUG 12v BELOW THE GROUND SURFACE WHEN PUBLIC UTILITY EASEMENTS
EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3
FEET' fNSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT.
31 THE SEWER CONTRACTOR SHALL STAMP AN *S" IN THE FACE OF THE
CURB AT DiE 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 1k% -HOLES, CLEANOUT FRAMES, COVERS AND VALVE 13OXES 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 TRAMC CONTROL DEVICES TO
THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
38 AS—BLIILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY
ENGINEER.
CITY OF FONTANA. UTIUTY NOTIFICATION LIST
CITY OF FONTANA
AT&T
8353 SIERRA AVE
22311 BROOKHURST ST SUITE 203
FONTANk CA 92335
HUNTINGTON BEACH, CA 92646
(909) 350-6632
(714) 963-7964
SO. CALIF. GAS COMPANY
SPRINT
1981 W. LUGONIA AVE
2592 DUPONT DR
REDLANDS, CA 92374
IRVINE, CA 92612
(909) 3316-7967
(800) 659-9698
EMERGENCIES: (800) 427-2200
STREET LIGHT
i
77ME WARNER CA13LE
SO. CALIF. EDISON COMPANY
1500 AUTO CENTER DR
300 N. PEPPER AVE
ONTARIO, CA 91761
RIALTO, CA 92376
(909) 975-3439
909 820-5598 — UNDERGROUND
SUNESYS, LLC
909 8715-5100 — TRANSMISSION
9 1
1325 PICO ST # 106
2 13 637-1233 — PIPELINES
CORONA, CA 92881
909 357-6505 — DISTRIBUTION
(951) 278-0400
UNDERGROUND SERVICE ALERT
(800) 422-4133
VERIZON (TELEPHONE)
1400 E. PHILIPS BLVD.
FONTANk WATER COMPANY
ONTARIO, CA 91766
15966 Ar,?ROW BOULEVARD
(800) 483-4000
FONTANA,; CA 92335
(909) 82-2-2201
S.B.C. INC.
3939 E. CORONADO STREET
ANAHEIM, CA 92807
(714) 666-5500
PRIIIATE ENGINEER'S NOTICE TO CONTRACT01t
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES ANDIOR STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAIL -ABLE RECORDS.
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED 13Y THE CONTRACTOR,
SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT ANDIOR GRADE
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER
LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE W17H GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
OF CONSIPUCIION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND
PROPB?T)� THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND
NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHEJ?
AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF RIE DESIGN PROFESSIONAL
UNAUMORIZED CHANGE5 AND USES:
THE ENG114EER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE
FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
-2 1
�rY OF F �11�s NA
TR ',74389
ACT N 11A
OFFmSITF SEWER IMPRO,I/EMENT PLAN
I L
DEVELOPER
MERIIAGE HOMES
1250 CORONA POINTE COURT
SUITE 2 10
CORONA, CA - 92879
TEL (951) 547—B320
SHOULD CONSTRUCTION OF REQUIRED
WftOVLWNM NOT CMMENCE WITHIN
TWO WM OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGEhff MANNER, THE CITY ENC3NER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANa WTTH
CONDITIONS AND STANDARDS IN EffECT
EXISTING 18ff DIP -SEWER
imaINE AVE
INDEX MAP
SCALE' 1'�— 120'
5E ROAD
L
I
EXISTING BLOCK WALL 1
r
TOKAY AVE
WIS OF BEARINGS:
I
THE CENTERLINE OF CITRUS AVENUE, ALSO BEING THE EAST LINE OF S1-__CTION 36, TAN.,
R.6W., S.B.M. AS SHOWN ON TRACT 16568, AS RECORDED IN M.B. 300/59-62.
BEING: N 00"00'13" E
PREPARED FOR:
1AERITAGE HOME5
1250 CORONA POINTE COURT
SUITE 210
CORONA, CA 92879
TEL (951) 547-8320
FAX (951) 547-8301
ORIGIN& BENCHMARK
CITY OF FONTANA BM -361
R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER
OF BASELINE AVENUE AND SULTINA AVENUE.
ELEVATION: 1365.01, SINCE DESTROYED
SITE 8EN(.#"H11A1!-1RK
SW CORNER, SEC. 31, T.1N., R.5)k, S.13M.-2" I.P.
WITH BRASS CAP, C.S.M. AT T14E INTERSECTION OF
BASELINE AVENUE AND CITRUS AVENUE.
MWA170?t 13902
PROPERTY LINE
12.5'
UGEND
35' SEWER AND STORM DRAIN EASEMENT
10'
12.5'
51
8 EXISTING GROUND
44MIN.
15 MA
X
MAX
PROPOSED STORM DR&I
PROPOSED SEWER
A TYPICAL SECTION THR(
.13) NOT TO SCALE
PROPERTY LINEI SOUTH
FUTURE CENTERLINE R/W
34' 1
91
5 20'
110'
8
2Z MIN. EXIS71NG GROUND
5Z MAX
—&mw m
PROPOSED STORM DRAIN
PROPOSED SEWER
TYPICAL SECTION THROUGH 341
3 NOT TO SCALE
CONSTRUCTION NOTES E5TIMATE OF QUANTITIES
1 CONSTRUCT 8" DIP SEWER I I LF.
1
2 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN Is957 LF.
3 CONSTRUCT 48n PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001— 6 EA.
4 CONSTRUCT 60" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001— 2 EA.
5 REMOVE EXISTING PLUG EA
4
5
6 REMOVE AND REPLACE SIDEWALK PER CITY OF FONTANA STD. PLAN 1006-96 S.F.
7 INSTALL Bw PLUG I Ek
8
8 INSTALL 4m THICK GRAVEL ROAD ON 12's OF NATIVE SOIL COMPACTED TO 90%-216 C.Y.
SEE GRAVEL MIX SPECIFICATION HEREON
CERRITOS
SCOTT'
F5
Lk
LOS C00S AV
WALNUT AV.
T"cT
104
M ME T Q1 w3rk .7111
VICINITY MAP
NIS
.3" MAX SIZE NATIVE
SOIL, COMPACTED 95%
6 MIN. 6" MIN.
10" MAX. 10 MAX.
6" MAX SIZE NATIVE III 'cq
SOIL, COMPACTED 90%
PROJECT
Lor"TION
SEWER LINE
8" S_
EXIST. SEWS? LINE
8" W
WATER MAIN
NO.8
STORM DRAIN LINE
0
EXIST. SEWER MANHOLE
0
SEWER MANHOLE
To
TO 90%
CENTERLINE
NO.8
FIRE HYDRANT
sckN
STREET LIGHT
RIGHT OF WAY
IE
PROPERTY LINE
35' SEWER AND STORM DRAIN EASEMENT
10'
12.5'
51
8 EXISTING GROUND
44MIN.
15 MA
X
MAX
PROPOSED STORM DR&I
PROPOSED SEWER
A TYPICAL SECTION THR(
.13) NOT TO SCALE
PROPERTY LINEI SOUTH
FUTURE CENTERLINE R/W
34' 1
91
5 20'
110'
8
2Z MIN. EXIS71NG GROUND
5Z MAX
—&mw m
PROPOSED STORM DRAIN
PROPOSED SEWER
TYPICAL SECTION THROUGH 341
3 NOT TO SCALE
CONSTRUCTION NOTES E5TIMATE OF QUANTITIES
1 CONSTRUCT 8" DIP SEWER I I LF.
1
2 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN Is957 LF.
3 CONSTRUCT 48n PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001— 6 EA.
4 CONSTRUCT 60" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001— 2 EA.
5 REMOVE EXISTING PLUG EA
4
5
6 REMOVE AND REPLACE SIDEWALK PER CITY OF FONTANA STD. PLAN 1006-96 S.F.
7 INSTALL Bw PLUG I Ek
8
8 INSTALL 4m THICK GRAVEL ROAD ON 12's OF NATIVE SOIL COMPACTED TO 90%-216 C.Y.
SEE GRAVEL MIX SPECIFICATION HEREON
CERRITOS
SCOTT'
F5
Lk
LOS C00S AV
WALNUT AV.
T"cT
104
M ME T Q1 w3rk .7111
VICINITY MAP
NIS
.3" MAX SIZE NATIVE
SOIL, COMPACTED 95%
6 MIN. 6" MIN.
10" MAX. 10 MAX.
6" MAX SIZE NATIVE III 'cq
SOIL, COMPACTED 90%
PROJECT
Lor"TION
Bn VCPIDIP
TWICAL BIDDING FOR r VQ
LBS THM WY DEEP
NIS
3" MAX SIZE NA17VE
SOIL, COMPACTED 95%
6 " MIN. 6 MIN.
1 On MAX. 10 a MAX.
_Ti
cq
V_
I ri
6" MAX SIZE NATIVE -
SOIL, COMPACTED 90%
112n CRUSHED
STONE BEDDING
PER STD. SPECS.
FOR PUBLIC WORKS
CONSTRUCTION
TABLE 200-1.2(A)
SHOWN BELOW 8 VCPIDIP
_01y
In MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 90%
77
04
-4 1
CL
-4 aL
qk -
IL
TWICAL BEDDING FOR r VCP
V OR DEPER
NIS
GRAVEL ROAD AGGREGATE
SIEVE SIZE
PERCENTAGE
PASSING SIEVES
314N
1 * MAX. SIZE SELECTED
F!NlA'
NO.4
50-78
NO.8
37-67
NO.40
NA17VE BEDDING COMPACTED
NO.200
4-15
To
TO 90%
4-12
NO.8
0-5
sckN
0
LV
ci
Bn VCPIDIP
TWICAL BIDDING FOR r VQ
LBS THM WY DEEP
NIS
3" MAX SIZE NA17VE
SOIL, COMPACTED 95%
6 " MIN. 6 MIN.
1 On MAX. 10 a MAX.
_Ti
cq
V_
I ri
6" MAX SIZE NATIVE -
SOIL, COMPACTED 90%
112n CRUSHED
STONE BEDDING
PER STD. SPECS.
FOR PUBLIC WORKS
CONSTRUCTION
TABLE 200-1.2(A)
SHOWN BELOW 8 VCPIDIP
_01y
In MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 90%
77
04
-4 1
CL
-4 aL
qk -
IL
TWICAL BEDDING FOR r VCP
V OR DEPER
NIS
GRAVEL ROAD AGGREGATE
SIEVE SIZE
PERCENTAGE
PASSING SIEVES
314N
100
NO.4
50-78
NO.8
37-67
NO.40
13-35
NO.200
4-15
PLASTICITY
INDEX
4-12
TABLE 200-1.2(A)
SIEVE SIZE
PERCENTAGE
PASSING SIEVES
1 112 0
-
1 of
—
314n
100
1 L2w
90-100
318"
20-60
NO.4
0-15
NO.8
0-5
ASTM C 131
TEST GRADQ
0
Prepared By: CITY OF FONTANA, CALIFORNIA
�1:)j S/
'g?"i
ALLARD ENGINEERING
OFF-SITE SEWER IMPROVEMENT PLAN
Civil Engineering - Land Surveying - Land Flanning
8253 Sierra Avenue
Fontana, California 92335
Fax (909) 356-1795
J�'
Rgymond J�Allard, R.C.E. 36052 Date
(expires 6/30/2012)
No. 36052
rri
m
Exp. 6/30/12
cl 1\�
OF AQ�
DRAWN BY. SCALE.
DBW TMCT NO. 17389 AS NOTED
DATE:
DESIGNED BY. TITLE SHEET
DBW SEPTEMBER, 2011
D BY: Z -51-1p //.;P. /
CHECKED BY: DRAWING NO.:
- P A_ -- - 1-.
DSH 4908
C I TY f0l N� R.C.E. 51152 3