HomeMy WebLinkAbout6792-1SAN BERNARDINO
GENERAL NOTES FOR STORM DRAIN IMPROVEMENT PLANS:
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 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 WHEN 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 WITH 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.
27.1E 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.
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LEGEND:
fp
-PROPERTY LINE
HOLD HARMLESS INDEMNIFICATION CLAUSE:
R/W
-RIGHT OF WAY
-CENTERLINE
ARCH.
-ARCHITECTURAL
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
T.C.
-TOP OF CURB
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND
F.L.
-FLOW LINE
PROPERTY; THAT, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
F.S.
-FINISH SURFACE
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY OF FONTANA, THE OWNER,
T.S.
-TOP OF CONCRETE SLAB
AND THE PRIVATE ENGINEERS HARMLESS FOR ANY AND ALL LIABILITY; REAL OR ALLEGED, IN CONNECTION WITH
H.P.
-HIGH POINT
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF
F.F.
-FINISH FLOOR
THE OWNER OR ENGINEER.
R.D.
-ROOF DRAIN
R.C.P.
-REINFORCED CONCRETE PIPE
EXISTING UNDERGROUND STRUCTURES=
-INVERT
S
S =
-SLOPE
F.G.
-FINISH GRADE
ALL UNDERGROUND UTILITIES OR STRUCTURE, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICATED WITH
S.D.
-STORM DRAIN
THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH
T.R.
-TOP OF RAIL
THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY
ST.LT.
-STREET LIGHT
DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR
G.B.
-GRADE BREAK
INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED ARE RECORD
H.P.
-HIGH POINT
LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES
H
-HEIGHT OF RETAINING
OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S
C.F.
-CURB FACE
RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES STRUCTURES CONCERNED BEFORE STARTING WORK.
B.W.
-BACK OF WALK
L.S.
-LANDSCAPING
NOTICE TO CONTRACTOR=
A.B.
-AGGREGATE BASE
P.V.C.
-POLY VINYL CHLORIDE
C.I.P.
-CAST IRON PIPE
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT DISCREPANCIES TO THE
F.H.
-FIRE HYDRANT
ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
P.P.
-POWER POLE
V.C.P.
-VITRIFIED CLAY PIPE
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY
IS THE CALIFORNIA STATE PLANE
COORDINATE SYSTEM (CCS83), ZONE 5,
NORTH AMERICAN DATUM 1983 (NAD83)
BASED LOCALLY ON CONTINUOUSLY
OPERATING REFERENCE STATIONS (CORS)
"EWPP" AND "GISA" AS BEING NORTH
82°35' 1 1 " WEST (BASIS OF BEARINGS)
(GRID) AND REPRESENTED HEREON BY THE
CENTERLINE OF BANANA AVENUE AS BEING
NORTH 00°20'03" EAST. (2010.0 EPOCH)
BENCH MARK:
CITY OF FONTANA BENCHMARK NO "585"
FD. R.R. SPK. IN PPlI320908 AT
NORTHWEST CORNER OF SANTA ANA
AVENUE & ALMOND AVENUE.
(PER STREET IMPROVEMENT PLAN # 3487)
ELEVATION = 965.46' (CIRCUIT 16172)
TOLL FREE ® 1-800-422-4133
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
INDEX MAP
SCALE: 1 " = 100'
C.B.
CATCH BASIN
B.C.R.
BEGINNING OF CURB RETURN
E.C.R.
-END OF CURB RETURN
L.P.
-LOW POINT
S.W.
-STEM WALL
T.O.P.
-TOP OF PIPE
B.O.P.
-BOTTOM OF PIPE
R
-RADIUS
T.F.
-TOP OF FOOTING
T.W.
-TOP OF WALL
C.M.B.
-CRUSHED MISC. BASE
S.F.
-SQUARE FEET
(0.00)
-EXISTING ELEVATION
B.O.W.
-BOTTOM OF WALL
T.G.
-TOP OF GRATE
N.G.
-NATURAL GRADE
TOP
-TOP OF SLOPE
TOE
-TOE OF SLOPE
E.P.
-EDGE OF PAVEMENT
A.C.
-ASPHALT CONCRETE
C.L.F.
-CHAIN LINK FENCE
CONC.
-CONCRETE
PKWY DRAIN
-PARKWAY DRAIN
H.C.
-HANDICAP
EXIST.
-EXISTING
TRANS PAD
-TRANSFORMER PAD
BLDG
-BUILDING
M.H.
-MANHOLE
T.B.
-TOP OF BERM
0 50 100 200 300
SCALE:1 "= 100'
UTILITY CONTACTS:
THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES
A MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION.
AT&T:
(510)
645-2929
CITY OF FONTANA:
(909)
350-7610
TIME WARNER CABLE:
(909)
975-3398
SOUTHERN CALIFORNIA GAS COMPANY:
(909)
335-7583
FONTANA WATER COMPANY:
(909)
201-7333
SOUTHERN CALIFORNIA EDISON COMPANY:
(909)
928-8270
INLAND EMPIRE UTILITIES AGENCY:
(909)
993-1600
PRIVATE ENGINEER'S NOTE:
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSUMING THE
ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES
ARISING DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY
THE CITY.
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
REV. REVISION DESCRIPTION DATE ENGR. I CITY DATE STANDARDS IN EFFECT.
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VICINITY MAP
N.T.S.
STORM DRAIN CONST. NOTES: OUANTITY:
40
CONSTRUCT 18" RCP, D-LOAD PER PROFILE.
198 LF
41
CONSTRUCT 24" RCP, D-LOAD PER PROFILE.
304 LF
42
CONSTRUCT 36" RCP, D-LOAD PER PROFILE.
36 LF
43
CONSTRUCT 72" RCP, D-LOAD PER PROFILE.
588 LF
44
CONSTRUCT CURB -OPENING CATCH BASIN PER CITY OF FONTANA
STD. PLAN 3004. W AND V PER PLAN, WITH BIO CLEAN CPS UNIT.
7 EA
45
CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013.
1 EA
CONSTRUCT MANHOLE PER S.P.P.W.C. STD. PLAN 323-2. SEE DETAIL
46
ON SHEET 5.
2 EA
47
INSTALL CATCH BASIN STENCIL PER CITY OF FONTANA STD. PLAN 6002.
7 EA
48
CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD. PLAN
3 EA
3022.
49
CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012.
2 EA
50
CONSTRUCT BRICK BULKHEAD PER DETAIL ON SHEET 3.
5 EA
D
CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA
4 EA
STD. PLAN 3009, CASE 1.
CONSTRUCT JUNCTION STRUCTURE PER S.P.P.W.C. STD. PLAN 333-2. SEE
52
DETAIL ON SHEET 5.
3 EA
53
REMOVE EXISTING CATCH BASIN.
8 EA
54
REMOVE EXISTING MANHOLE.
2 EA
55
REMOVE EXISTING STORM DRAIN.
190 LF
CONSTRUCTION TRANSITION STRUCTURE PER S.P.P.W.C. STD. PLAN 342-2.
2 EA
56
SEE DETAIL ON SHEET 5.
57
REMOVE EXISTING RISER.
1 EA
58
CONSTRUCT CONCRETE SLURRY (2,000 PSI) EXTENDING 4 INCHES
36 LF
MINIMUM AND 12 MAXIMUM ABOVE THE TOP OF PIPE.
SCONSTRUCT
MONOLITHIC CONNECTION PER CITY OF FONTANA
2 EA
STD. PLAN 3005.
g0
CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3011.
1 EA
CONSTRUCT 7'WX4H' CONCRETE SINGLE BOX PER CALTRANS STD. PLAN D80.
373 LF
61
SEE DETAIL ON SHEET 3.
g2
CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN 3010.
1 EA
63
CONSTRUCT STORMTEK CONNECTOR PIPE SCREEN. SEE DETAIL ON SHEET 5.
7 EA
SHEET INDEX
1
TITLE SHEET
2
CALABASH STORM DRAIN PLAN AND PROFILE
3
CALABASH LATERAL PROFILES AND DETAILS
4
JURUPA LATERALS PLAN AND PROFILES
5
STORM DRAIN DETAILS
Prepared Under The Supervision Of
lhienes Engineering, Inc.
CIVIL ENGINEERING • LAND SURVEYING
14349 FIRESTONE BOULEVARD DRAWN BY:
LA MIRADA, CALIFORNIA 90638
PH. (714)521-4811 FAX(714)521-4173 M H
Date :
EINHARD STENZEL RCE NO. 56155
MH
BW
MCN23-0099/ELP022-000036
CITY OF FONTANA, CALIFORNIA
PUBLIC STORM DRAIN IMPROVEMENT PLAN
TITLE SHEET SCALE:
FOR AS SHOWN
CALABASH INc)ue-rRiAL c)EVBLOPMENT DATE:
PM 204437 2/6/2025
APPROVED BY: DRAWING NO.: 1
DATE:
GIA LAM KIM CITY ENGINEER R.C.E. 62296 6792
Last Update: 02/06/2025
0:\3900-3999\3941\PUBLIC STORM DRAIN\3941SD01-TITLE.dwg