HomeMy WebLinkAbout5709-1Ic
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STORM [DRAIN IM ROV M NT
OLEANIDER AVENUE ANID SANTA
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. ANA AV NU
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED 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. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS.
5. 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.
6. 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.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT
ALL TIMES.
8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH
FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
9. 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 WTIEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
10.NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT
PURPOSE.
11. 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.
12. 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.
13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION.
CONTRACTOR SHALL COORDINATE NTH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED.
15. 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.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION
TO THE CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING 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 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 BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
18. 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.
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
20.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.
21.NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
22.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.
23.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 OR LEAVING IMPROVEMENTS.
24.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.
25.NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER.
26.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS.
CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE
PLANS.
27.IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE
ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY.
28.NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
29.ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
30.APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR
UPON COMPLETION OF PAVING.
32.UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES AND OTHER TRAFFIC CONTROL
DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
33.AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS
TO THE CITY ENGINEER.
FONTANA, CA IFORNIA
LJTILITY COWACTS
SAN BERNARDINO COUNTY FLOOD CONTROL
825 E. THIRD STREET, ROOM 140
SAN BERNARDINO, CA 92415-0835
PHONE: (909) 387-8256
ATTN: TOM WILLIAMS
FONTANA WATER COMPANY
15966 ARROW ROUTE
FONTANA, CA 92355
PHONE: (909) 822-2201
ATTN: BRENDA FOWLER
SOUTHERN CALIFORNIA GAS COMPANY
1981 W. LUGONIA AVE.
REDLANDS, CA
PHONE: (909) 335-7965
ATTN: ED SANTILLAN
AT&T
1265 VAN BUREN ST. #180
ANAHEIM, CA 92807
PHONE: (714) 666-5614
ATTN: LEE QUEST
SOUTHERN CALIFORNIA EDISON
7951 REDWOOD AVENUE
FONTANA, CA 92336
PHONE: (909) 549-5345
ATTN: JEFF HUDSON
TIME WARNER
17777 CENTER
COURT DR. 8TH FLOOR
CERRITOS, CA
90703
PHONE: (562)
677-0263
ATTN: JOHN CHRISTIANSEN
FONTANA UNITED SCHOOL DISTRICT
9680 CITRUS
AVENUE
FONTANA, CA
92335
PHONE: (909)
357-5000 X 29455
ATTN: SHERRI
WHITTEN
INLAND EMPIRE UTILITY AGENCY
(FOR SEWER)
6075 KIMBALL AVENUE
CHINO, CA 91708
PHONE: (909) 993-1696
ATTN: LIZA MUNOZ
PWPAFED FOR
GOODMAN BIRTCHER
18201 VON KARMAN AVE., SUITE 1170
IRVINE, CA 92612
PHONE: (949)407-0100
FAX: (949) 502-5505
SOILS ENGINEER -
SOUTHERN CALIFORNIA GEOTECHNICAL
SOILS & GEOTECHNICAL CONSULTANTS
22885 E. SAVI RANCH PARKWAY, SUITE E
YORBA LINDA, CA 92887
PHONE: (714) 685-1115 FAX:(714)685-1118
TOLL FREE -qm�- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
�.. MANHOLE
-NATURAL GRADE
-PROPERTY LINE
-PULL BOX
-POWER POLE
-RIGHT OF WAY
-ROOF DRAIN
-TRANSFORMER PAD
---TOP OF BERM
---SLOPE
-STORM DRAIN
---SIGHT LINE
-STREET LIGHT
-TOP OF GRATE
---- TOP OF CURB
---TOP OF SLOPE
-TOE OF SLOPE
-WATER METER
-WATER VALVE
REVISION DESCRIPTION
SANTA ANA AVE.
JURUPA A VENUE
INDEX MAP
SCALE: 1 250'
FILAN
SAN BERNARDINO FRWY
z
> >
<
SANTAI ANA
C5 C
JURUPA AVENUE
CITY OF
F 0 INTA J'\\]A
VICINITY MAP
N. T. S.
.STOW MAIN CONSTRUCTION NOTES OUANTMES
0 CONSTRUCT 18" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. 61 L. F.
(D CONSTRUCT 24" R.C.P. BEDDING AND TRENCH REPAIR PER CI TY OF FONTANA STD. 1008. 75 L.F.
(D CONSTRUCT 36" R.C.P. BEDDING AND TRENCH REPAIR PER CI TY OF FONTANA STD. 1008. 67 L.F.
0 CONSTRUCT 54" R.C.P. BEDDING AND TRENCH REPAIR PER CI TY OF FONTANA STD. 1008. 24 L.F.
(D CONSTRUCT 60" R.C.P. BEDDING AND TRENCH REPAIR PER CI TY OF FONTANA STD. 1008. 42 L.F.
(D CONSTRUCT 90" R.C.P. BEDDING AND TRENCH REPAIR PER CI TY OF FONTANA STD. 1008. 1302 L.F.
0 CONSTRUCT 96" R.C.P. BEDDING AND TRENCH REPAIR PER CI TY OF FONTANA STD. 1008. 2460 L.F.
CONSTRUCT 102" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. 24 L.F.
CONSTRUCT MANHOLE PIPE -TO -PIPE PER CITY OF FONTANA STD. PLAN 3011. 4 EA.
LAJ CONSTRUCT MANHOLE PIPE -TO -PIPE PER CITY OF FONTANA STD. PLAN 3012. 6 EA.
0 CONSTRUCT JUNCTION STRUCTURE - PIPE -TO -PIPE PER CITY OF FONTANA STD. PLAN 3009. 5 EA.
ABANDON IN PLACE. 2 EA.
0 CONSTRUCT CONCRETE COLLAR FOR RCP PER CITY OF FONTANA STD. PLAN 3022. 7 EA.
0 CONSTRUCT PIPE ANCHORS PER S.P.P.W.C. STD. DWG. NO. 221-2. 6 EA.
Q REMOVE EXISTING CATCH BASIN. 2 EA.
4 EA.
CONNECT TO EXISTING STORM DRAIN.
QJ CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004, 4 EA.
0 "W" AND "V" PER PLAN.
INSTALL PIPE CLOSURE PER S.B.C.F.C.D. STD. SP. 176A, SEE DETAIL ON SHEET 6. 6 EA.
INSTALL STORM DRAIN INLET SIGNAGE PER CITY OF FONTANA STD. PLAN 6002. 4 EA.
@ CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN 3003, CASE C. 4 EA.
REMOVE EXISTING BULKHEAD, MANHOLE, STORM DRAIN AND APPURTENANCES. 3 EA.
CONSTRUCT 84" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. 48 L.F.
CONSTRUCT TRANSITION STRUCTURE PER S.P.P.W.C. STD. DWG. NO. 340-2. 4 EA.
CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY OF FONTANA STD. PLAN 3005. 1 EA.
CONSTRUCT PRESSURE MANHOLE SHAFT AND PRESSURE PLATE PER CITY OF FONTANA STD. 1 EA.
PLAN 3017.
BASS OF BEARINGS -
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE
COORDINATE SYSTEM (CCS8J), ZONE 5, NORTH AMERICAN DATUM 198J (NAD8J)
BASED LOCALLY ON CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS)
"EMPP" AND "LORS" AS SHOWN HEREON (BASIS OF BEARINGS: N 81*2926" W).
ALL BEARINGS SHOWN HEREON ARE GRID BEARINGS.
BEW>i MAW:
CITY Of- f-ONTANA BENCHMARK NO. "289"
FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF POWERPOLE NUMBER
61J19 AT THE NORTHEAST CORNER OF- THE INTEPSECPON OF SANTA ANA
AVENUE AND CA TA WSA AVENUE
I ELEVA770N = 10222'
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
DATE ENGR. CITY DATE STANDARDS IN EFFECT.
y�OFESS/Io-*
R.C.E. NO ' 56155' j
U)A Exp. 12-31-18
C/ V
OF C �\,\x
Prepared Under The Supervision Of
T171enes Englneel-lng, Inc.
CNIL ENGINEERING -LAND SURVEnNG
1434-9 FIRESTONE BOULEVARD
LA MIRADA, CALIFORNIA 906J8
PH.(714)521-4811 FAX(714)521-417J
SHEET INDEX
I ND
PRIVATE ENCINEER'S NOTE TO CONTRACTOR
A.B.
-AGGREGATE BASE
M.H.
SHEET - CONSTRUCTION NOTES & QUANTITY ESTIMATES
A.C.
-ASPHALT CONCRETE
N.G.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS,
B. C. R.
-BEGINNING OF CURVE
STA
OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE
3
PLAN
IP_
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
BLDG
-BUILDING
PB
UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED
B. 0. W.
-BOTTOM OF WALL
P. P.
TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON
B.W.
-BACK OF WALK
R/W
THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND
5
PLAN
AND
RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON
C. L. F.
-CHAIN LINK FENCE
R. D.
THESE DRAWINGS.
CONC.
-CONCRETE TRANS PAD
AND
C. F.
-CURB FACE
T. B.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
19+00.00 TO STA 23+64.52
7
PROFILE VIEW OF STORM
FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCTION OF THIS PROJECT,
C. B.
-CATCH BASIN
S =
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL
-CENTERLINE
S. D.
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT
E. C. R.
-END OF CURVE
S. L.
THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY OF SAN
EXIST.
-EXISTING
ST. LT.
BERNARDINO, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
E. P.
-EDGE OF PAVEMENT
T. G.
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
F. G.
-FINISH GRADE
T. C.
ENGINEER.
F. F.
-FINISH FLOOR
TOP
F. L.
-FLOW LINE
TOE
F. S.
-FINISH SURFACE
WIVI
F. H.
-FIRE HYDRANT
wV
G. B.
-GRADE BREAK
H.C.
-HANDICAP
H.P.
-HIGH POINT
INV.
-INVERT
PWPAFED FOR
GOODMAN BIRTCHER
18201 VON KARMAN AVE., SUITE 1170
IRVINE, CA 92612
PHONE: (949)407-0100
FAX: (949) 502-5505
SOILS ENGINEER -
SOUTHERN CALIFORNIA GEOTECHNICAL
SOILS & GEOTECHNICAL CONSULTANTS
22885 E. SAVI RANCH PARKWAY, SUITE E
YORBA LINDA, CA 92887
PHONE: (714) 685-1115 FAX:(714)685-1118
TOLL FREE -qm�- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
�.. MANHOLE
-NATURAL GRADE
-PROPERTY LINE
-PULL BOX
-POWER POLE
-RIGHT OF WAY
-ROOF DRAIN
-TRANSFORMER PAD
---TOP OF BERM
---SLOPE
-STORM DRAIN
---SIGHT LINE
-STREET LIGHT
-TOP OF GRATE
---- TOP OF CURB
---TOP OF SLOPE
-TOE OF SLOPE
-WATER METER
-WATER VALVE
REVISION DESCRIPTION
SANTA ANA AVE.
JURUPA A VENUE
INDEX MAP
SCALE: 1 250'
FILAN
SAN BERNARDINO FRWY
z
> >
<
SANTAI ANA
C5 C
JURUPA AVENUE
CITY OF
F 0 INTA J'\\]A
VICINITY MAP
N. T. S.
.STOW MAIN CONSTRUCTION NOTES OUANTMES
0 CONSTRUCT 18" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. 61 L. F.
(D CONSTRUCT 24" R.C.P. BEDDING AND TRENCH REPAIR PER CI TY OF FONTANA STD. 1008. 75 L.F.
(D CONSTRUCT 36" R.C.P. BEDDING AND TRENCH REPAIR PER CI TY OF FONTANA STD. 1008. 67 L.F.
0 CONSTRUCT 54" R.C.P. BEDDING AND TRENCH REPAIR PER CI TY OF FONTANA STD. 1008. 24 L.F.
(D CONSTRUCT 60" R.C.P. BEDDING AND TRENCH REPAIR PER CI TY OF FONTANA STD. 1008. 42 L.F.
(D CONSTRUCT 90" R.C.P. BEDDING AND TRENCH REPAIR PER CI TY OF FONTANA STD. 1008. 1302 L.F.
0 CONSTRUCT 96" R.C.P. BEDDING AND TRENCH REPAIR PER CI TY OF FONTANA STD. 1008. 2460 L.F.
CONSTRUCT 102" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. 24 L.F.
CONSTRUCT MANHOLE PIPE -TO -PIPE PER CITY OF FONTANA STD. PLAN 3011. 4 EA.
LAJ CONSTRUCT MANHOLE PIPE -TO -PIPE PER CITY OF FONTANA STD. PLAN 3012. 6 EA.
0 CONSTRUCT JUNCTION STRUCTURE - PIPE -TO -PIPE PER CITY OF FONTANA STD. PLAN 3009. 5 EA.
ABANDON IN PLACE. 2 EA.
0 CONSTRUCT CONCRETE COLLAR FOR RCP PER CITY OF FONTANA STD. PLAN 3022. 7 EA.
0 CONSTRUCT PIPE ANCHORS PER S.P.P.W.C. STD. DWG. NO. 221-2. 6 EA.
Q REMOVE EXISTING CATCH BASIN. 2 EA.
4 EA.
CONNECT TO EXISTING STORM DRAIN.
QJ CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004, 4 EA.
0 "W" AND "V" PER PLAN.
INSTALL PIPE CLOSURE PER S.B.C.F.C.D. STD. SP. 176A, SEE DETAIL ON SHEET 6. 6 EA.
INSTALL STORM DRAIN INLET SIGNAGE PER CITY OF FONTANA STD. PLAN 6002. 4 EA.
@ CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN 3003, CASE C. 4 EA.
REMOVE EXISTING BULKHEAD, MANHOLE, STORM DRAIN AND APPURTENANCES. 3 EA.
CONSTRUCT 84" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. 48 L.F.
CONSTRUCT TRANSITION STRUCTURE PER S.P.P.W.C. STD. DWG. NO. 340-2. 4 EA.
CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY OF FONTANA STD. PLAN 3005. 1 EA.
CONSTRUCT PRESSURE MANHOLE SHAFT AND PRESSURE PLATE PER CITY OF FONTANA STD. 1 EA.
PLAN 3017.
BASS OF BEARINGS -
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE
COORDINATE SYSTEM (CCS8J), ZONE 5, NORTH AMERICAN DATUM 198J (NAD8J)
BASED LOCALLY ON CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS)
"EMPP" AND "LORS" AS SHOWN HEREON (BASIS OF BEARINGS: N 81*2926" W).
ALL BEARINGS SHOWN HEREON ARE GRID BEARINGS.
BEW>i MAW:
CITY Of- f-ONTANA BENCHMARK NO. "289"
FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF POWERPOLE NUMBER
61J19 AT THE NORTHEAST CORNER OF- THE INTEPSECPON OF SANTA ANA
AVENUE AND CA TA WSA AVENUE
I ELEVA770N = 10222'
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
DATE ENGR. CITY DATE STANDARDS IN EFFECT.
y�OFESS/Io-*
R.C.E. NO ' 56155' j
U)A Exp. 12-31-18
C/ V
OF C �\,\x
Prepared Under The Supervision Of
T171enes Englneel-lng, Inc.
CNIL ENGINEERING -LAND SURVEnNG
1434-9 FIRESTONE BOULEVARD
LA MIRADA, CALIFORNIA 906J8
PH.(714)521-4811 FAX(714)521-417J
SHEET INDEX
I
TITLE
SHEET - CONSTRUCTION NOTES & QUANTITY ESTIMATES
2
PLAN
AND
PROFILE
LINE
"A"
STA
8+30.71 TO STA 16+00.00
3
PLAN
AND
PROFILE
LINE
"A"
STA
16+00.00 TO STA 25+00.00
4
PLAN
AND
PROFILE
LINE
"A"
STA
25+00.00 TO STA 34+14.16
5
PLAN
AND
PROFILE
LINE
"B"
STA
10+00.00 TO STA 19+00.00
6
PLAN
AND
PROFILE
LINE
"B"
STA
19+00.00 TO STA 23+64.52
7
PROFILE VIEW OF STORM
DRAIN LATERALS
WDID# 8 36C374407
BW
���WDate :45�/JJJL3 CHECKED B)
REINHARD STENZEL RCE NO. 56155 MR
DR 13-018
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLAN
OLEANDER AVENUE & SCALE:
AS SHOWN
SANTA ANA AVENUE DATE:
__-PUBUC )$TQOM DRAIN
-�AXPPR VED DATE"�i_ DRAWING NO.:
5709
CITY ENGINEER R.C.E. 51152
co!:�
C',