HomeMy WebLinkAbout6408-1W/H
FIR
ERISER
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
RD
RD
RD
RD
RD
RD
RD
STOR
A
G
E
STORA
G
E
ELE
C
T
R
I
C
A
L
R
O
O
M
STOR
A
G
E
MP
O
E
DS
DS
ELEC
T
R
I
C
A
L
MPOE
W/H
FIRE
RISER
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
RD
ELE
C
T
R
I
C
A
L
MP
O
E
W/H
FIRERISER
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
RD
RD
RD
RD
RD
1200A M
A
I
N
D
I
S
C
.
RES.METERSRES.METERS
TAP BOX
HOUSE METER
PV DISCNGOMMETER
PV DISC
RES.METERS
RES.METERSRES.METERS
MPO
E
EL
E
C
T
R
I
C
A
L
ELE
C
T
R
I
C
A
L
W/H
FIR
E RISE
R
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
RD
RD
RD
MPOE
ELECTRICALMPOE
W/H
FIRERISER
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
RD
RD
RD
FIRERISER
STORAGE
DS
DS
DS
DS
DS DS
DSDS
DS
DS
DS
DS
DSDS
DS
DS
DSDSDS
DS
DS
DS
DS DS DS DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS DS DSDS DS DS DS
DS
DS
RD RD RD RD
RD
RD
RD
RD
RD
RDRDRD
RD
RD
RD
RD
RD
STO
R
A
G
E
STO
R
A
G
E
MPOE
IDF
IDF
ELECTRICAL ROOM
ELECTRICAL ROOM
STORAGE STORAGE STORAGE REM
O
T
E
M
E
T
E
R
C
L
O
S
E
T
STOR
A
G
E
STORAGEW.H.FIRERISER
DS
DS
DS
DS
W/H STORAGE
ELECTRICAL
W/H
FIR
E RISER
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
RD
RD
RD
MPOE
DS
DS
DS
DS
ELE
C
T
R
I
C
A
L
MPO
E
W/H
FIR
E
RISE
R
DS
DSDS
DS
DS
DS
DS
DSDS
DS DSDS DS
DS
DS
DS
RD RDRD
MPOE
HB
ROOOT
ROOOT
OOO
R
T
R
T
ROOOT
O
O
O
R
T
R
T
O
O
O
R
T
R
T
HB
HB
HB
HB
ROOOT
ROOOT
OOO
R
T
R
T
ROOOT
O
O
O
R
T
R
T
O
O
O
R
T
R
T
3
4
2
MH NO. 2
EX. MH
MH NO. 1
MH NO. 3 MH NO. 4
MH NO. 5
MH NO. 6
MH NO. 7
MH NO. 8
MH NO. 9
EX. MHSEWER
LINE 'A'
SEWER
LINE 'B'
MH NO. 10
MH NO. 11
MH NO. 12
CITY OF FONTANA
SEWER IMPROVEMENT PLANS
SHEET INDEX MAP
ENGINEER:
FUSCOE ENGINEERING INC.
2850 INLAND EMPIRE BOULEVARD, SUITE B
ONTARIO, CALIFORNIA 91764
(909) 581-0676
CONTACT: LUIS FIGUEROA
GEOTECHNICAL:
GEO TEK, INC.
1548 NORTH MAPLE STREET
CORONA, CA. 92880
PHONE: (951) 710-1160
PROJECT NO. 2680-CR
SOIL REPORT DATED: DECEMBER 5, 2023
CONTACT: ANNA M. SCOTT - PROJECT GEOLOGIST
ELECTRIC:
SOUTHERN CALIFORNIA EDISON COMPANY
7951 REDWOOD AVENUE
FONTANA, CA 92336
PHONE: 909.357.6221
NATURAL GAS:
THE GAS COMPANY, SEMPRA UTILITIES
16231 VALLEY BLVD.
FONTANA, CA 92235
PHONE: 800.427.2200, 909.428.8411
WATER:
CRAWFORD CANYON MUTUAL WATER COMPANY
6101 CHERRY AVE.
FONTANA, CA 92336
PHONE: 909.463.9580
FONTANA WATER COMPANY
15966 ARROW BLVD.
FONTANA, CA 92335
PHONE: 909.875.1804
WEST VALLEY WATER DISTRICT
855 W. BASELINE ROAD
RIALTO, CA 92377
PHONE: 909.875.1361
SEWER:
CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CA 92235
PHONE: 909.350.6632
SEWER TREATMENT FACILITIES
INLAND EMPIRE UTILITY AGENCY
12645 6TH STREET
RANCHO CUCAMONGA, CA 91739
PHONE: 909.947.4131
SOLID WASTE:
BURRTEC WASTE
9454 CHERRY AVENUE
FONTANA, CA 92335
PHONE: 909.822-9739
TELEPHONE:
AT&T
11464 TELEGRAPH ROAD
SANTA FE SPRINGS, CA 90670
PHONE: 714.666.5415
CABLE SERVICES:
TIME WARNER CABLE
1205 DUPONT AVENUE
ONTARIO, CA 91761
PHONE: 909.390.4738
CITY OF FONTANA UTILITY NOTIFICATION LIST:
PRIVATE ENGINEER'S NOTICE 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 ARISING 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 ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCY
BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS.
CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS.
CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC.
CONTRACTOR SHALL PROVIDE ALL THE NECESSARY PIPE FITTINGS TO COMPLETE THE WORK.
THE ENGINEER PREPARING THESE PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES
THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE REQUESTED IN WRITING AND MUST BE APPROVED BY THE ENGINEER OF
RECORD.
OWNER DEVELOPER:
FRONTIER COMMUNITIES
2151 E. CONVENTION CENTER WAY, SUITE 230
ONTARIO, CALIFORNIA 91764
PHONE: 909.354.8092
CONTACT: STEPHEN KING
LEGEND:
CENTERLINE
PROPERTY LINE
RIGHT OF WAY
EXISTING LOTLINE
EXISTING EASEMENT
x1790.3 EXISTING SPOT ELEVATION
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED EASEMENT
PROPOSED LOTLINE
EDGE OF EX. AC PAVEMENT
EXISTING SEWER
EXISTING WATER
EXISTING GAS
EXISTING STORM DRAIN
EXISTING FIRE HYDRANT
EXISTING POWER POLE
PROPOSED WATER
PROPOSED STORM DRAIN
PROPOSED SEWER
SEWER OR STORM DRAIN MANHOLE
CATCH BASIN & LOCAL DEPRESSION
LIST OF ABBREVIATIONS:
ANGLE POINT
A.C., AC ASPHALT CONCRETE
AC.ACRE
A.B.AGGREGATE BASE
BC BEGIN OF CURVE
BCR BEGIN OF CURB RETURN
BVC BEGIN VERTICAL CURVE
CF CURB FACE
CB CATCH BASIN
C/G CURB & GUTTER
C/L, CL, CENTER LINE
CONC.CONCRETE
CY CUBIC YARD
D-LOAD RCP DESIGN LOAD
DW, W DOMESTIC WATER, WATER
DWY DRIVEWAY
E.A., EA EACH
EC END OF CURVE
ECR END OF CURB RETURN
EG EXISTING GROUND
EL., ELEV ELEVATION
EP EDGE OF PAVEMENT
EVC END VERTICAL CURVE
EX., EXIST.,(E)EXISTING
FH FIRE HYDRANT
FG FINISH GRADE
FL FLOWLINE
FS FINISHED SURFACE
GB GRADE BREAK
HP HIGH POINT
INV INVERT
JT., JNT.JOINT
L LENGTH
L.F., LF LINEAL FEET
L.S.LUMP SUM
MAX MAXIMUM
MIN MINIMUM
MH MANHOLE
(N)NEW
N.T.S., NTS NOT TO SCALE
PCC POINT OF COMPOUND CURVE
P.C.C.PORTLAND CEMENT CONCRETE
PI POINT OF INTERSECTION
PRC POINT OF REVERSE CURVE
P/L, PL PROPERTY LINE
PROP.PROPOSED
RCB REINFORCED CONCRETE BOX
RCP REINFORCED CONCRETE PIPE
R/W RIGHT OF WAY
RW RETAINING WALL
SCE SOUTHERN CALIFORNIA EDISON
SD STORM DRAIN
S=SLOPE
S, SW, SS SEWER, SANITARY SEWER
SIM.SIMILAR
SF, S.F.SQUARE FEET
SDMH STORM DRAIN MANHOLE
SMH SEWER MANHOLE
STA STATION
TC TOP OF CURB
TYP., TYP TYPICAL
V.C.P., VCP VITRIFIED CLAY PIPE
W, DW WATER, DOMESTIC WATER
<PT
SEWER CONSTRUCTION NOTES:
CN DESCRIPTION QUANTITIES UNIT
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER MAIN, PIPE BEDDING PER CITY OF FONTANA STD. 20091550 LF
INSTALL 10" EXTRA STRENGTH V.C.P. SEWER MAIN, PIPE BEDDING PER CITY OF FONTANA STD. 2009335 LF
CONSTRUCT 48" MANHOLE PER CITY OF FONTANA STD. 2001.9 EA
INSTALL MANUFACTURER APPROVED END CAP AT END OF LINE 4 EA
REMOVE PLUG END AND CONNECT TO EXISTING V.C.P. SEWER MAIN 2 EA
INSTALL 60" MANHOLE PER I.E.U.A. STANDARD SEWER MANHOLE PER DETAIL ON SHEET 5, MANHOLE
TO BE CONSTRUCTED WITH STEEL STEPS PER SPPWC STD. PLAN NO. 635-3, SEE SHEET 5 3 EA
ABANDON EXISTING WATER LINE WHERE APPLICABLE, REMOVE WHEN IN CONFLICT WITH PROPOSED
SEWER (WHERE WATER LINE IS REMOVED, SLURRY BACKFILL VOID)220 LF
CONSTRUCT CONCRETE CRADLE (20 L.F. - CENTER ON PIPE) PER DETAIL ON SHEET 5 20 LF
1
2
3
4
5
6
7
8
QUANTITIES SHOWN HEREON ARE PROVIDED FOR PERMIT AND BONDING PURPOSES ONLY. CONTRACTOR SHALL BE
RESPONSIBLE FOR DETERMINING THEIR OWN QUANTITIES PRIOR TO BIDDING AND CONSTRUCTION. THE ENGINEER IS NOT
RESPONSIBLE FOR DISCREPACIES IN FINAL CONSTRUCTION QUANTITIES.
1
TITLE SHEET
SEWER 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.WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLED BY
REFERENCE TO PRECEDENCE PROVISIONS IN THE “GREEN BOOK”, 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. 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.
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 THE CITY TRAFFIC ENGINEER.
6.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OF OTHER
TRAFFIC CONTROL DEVICES AT ALL TIMES.
7.THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OF 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 EXISTING 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
11.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 STORM DRAIN 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 BENCHMARK AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION
15.THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENT , MONUMENT TIES OR BENCH MARKS
WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
16.REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT
TIES AND BENCH MARKS, SHALL DE 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 E 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.
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 OF 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 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 ENGINEER MAY REQUIRE TEMPORARY
NON-ERODEABLE SWALES ENTERING OF 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 TERMINAL CLEANOUT.
25.SANITARY 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 MANHOLE WALLS TO ALLOW FOR
MINOR DEFLECTIONS IN ALIGNMENT.
28.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES AND VERIFY ELEVATION AND
LOCATION OF CONNECTION. CITY APPROVAL OF CONNECTION 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 BY THE
CITY ENGINEER.
30.TERMINATE ALL 4" HOUSE SE\PER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND
SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT-OF-WAY, THE LATERAL SHALL
TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT.
31.THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE 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.
36.ALL MANHOLES CLEANOUT FRAMES, COVERS AND VALVE BOXES 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 TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
38.AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD. WHO SHALL
PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
SHEET INDEX
SHT. NO.DESCRIPTION
1 TITLE SHEET
2 JOHN PREVITI AVENUE SS PLAN &
PROFILE STA 25+14.89 TO 31+50.00
3 JOHN PREVITI AVENUE SS PLAN &
PROFILE STA 31+50.00 TO 38+50.35
4 CITRUS AVENUE SS PLAN & PROFILE
STA 23+66.79 TO 27+58.28
5 DETAIL SHEET
JOHN PREVITI AVENUE
AND CITRUS AVENUE
DATE:
SCALE:
DRAWING NO.
DATE
APPROVED BY:CHECKED BY:
DESIGNED BY:
DRAWN BY:
GIA LAM KIM / CITY ENGINEER R.C.E. 62296
CITY OF FONTANA, CALIFORNIA
DATECITYENGR.DATEREVISION DESCRIPTIONREV.
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE
WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED
FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO
THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.DATE:
PREPARED UNDER THE SUPERVISION OF:
STEVEN L. ELLIS EXP. 12-31-25
SEWER IMPROVEMENT PLANS
5
May 24
AS SHOWNJV
DLM
SE/LAF
BENCH MARK:BASIS OF BEARINGS:
THE BEARINGS SHOWN HEREON ARE BASED THE ON NORTH AMERICAN
DATUM OF 1983 (NAD-83), SHOWN IN TERMS OF THE CALIFORNIA
COORDINATE SYSTEM OF 1983 (CCS-83), ZONE V (2011.00 EPOCH DATE)
AS DERIVED BY POSITIONS PUBLISHED BY CSRC. ALL COORDINATE
VALUES WERE SCALED TO GROUND BY APPLYING AN AVERAGE
COMBINATION FACTOR AS DETERMINED BY FEI POINTS 11012, 11014,
11022, 11025, 11029, AND 11034 AND HOLDING THE COMPUTED GRID
COORDINATE ON POINT 11015. INVERSES BETWEEN PROJECT
COORDINATES WILL PRODUCE GROUND DISTANCES. TO OBTAIN GRID
DISTANCES MULTIPLY GROUND DISTANCES BY 0.999888867
THE CONTOURS AND ELEVATIONS SHOWN HEREON
ARE BASED ON THE FOLLOWING BENCH MARK:
BM NO.: EV9274 ELEV.: 1508.56' (NGS BENCH MARK)
DATUM: NAVD 88 1993 ADJ
6408
909.581.06762850 Inland Empire Blvd
Ontario, California 91764 fuscoe.com
RFULLCIRCLETHINKING
E N G I N E E R I N G
FUSCOE
Suite B
5/7/24
VICINITY MAP
SITE
15
5/22/2024