HomeMy WebLinkAbout5523-1�y 1 �::�_�T�il!1 ��1'� ��T�: �t �:I�:7_14:5-011
STORM [DRAIN IMPROVEMENT PLAN
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.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.
OWNER:
PROFICIENCY JURUPA 888, LLC
11777 SAN VICENTE BLVD., SUITE 780
LOS ANGELES, CA 90049
PHONE: (310) 979-8000
FAX: (310) 979-7772
SOILS ENGINEER:
NORCAL ENGINEERING
SOILS & GEOTECHNICAL CONSULTANTS
10641 HUMBOLT STREET
LOS ALAMITOS, CA 92660
PHONE:(562)799-9469 FAX:(562)799-9459
BANANA COMMERCE CENTER
BANANA AVENUE
A. B.
AGGREGATE BASE
A. C.
- ASPHALT CONCRETE
B.C.R.
BEGINNING OF CURVE
BLDG
BUILDING
B.O.W.
BOTTOM OF WALL
B.W.
BACK OF WALK
C.L.F.
CHAIN LINK FENCE
CONC.
CONCRETE
C. F.
CURB FACE
C. B.
CATCH BASIN
CENTERLINE
E.C.R.
-END OF CURVE
EXIST.
EXISTING
E. P.
EDGE OF PAVEMENT
F. G.
FINISH GRADE
F. F.
FINISH FLOOR
F. L.
FLOW LINE
F. S.
FINISH SURFACE
F. H.
-FIRE HYDRANT
G.B.
-GRADE BREAK
H. C.
HANDICAP
H.P.
HIGH POINT
INV.
INVERT
M.H.
MANHOLE
N. G.
NATURAL GRADE
DETAIL ON
PROPERTY LINE
PB
-PULL BOX
P. P.
-POWER POLE
R/W
RIGHT OF WAY
R. D.
ROOF DRAIN
TRANS PAD
TRANSFORMER PAD
T. B.
-TOP OF BERM
S =
-SLOPE
S. D.
STORM DRAIN
S. L.
SIGHT LINE
ST. LT.
-STREET LIGHT
T. G.
TOP OF GRATE
T. C.
TOP OF CURB
TOP
TOP OF SLOPE
TOE
TOE OF SLOPE
WM
- WATER METER
WV
WATER VALVE
�111I�I�t�i�:►1%T�ti�
FONTANA, CALIFORNIA
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
INDEX MAP
SCALE: 1 " = 100'
PRIVATE ENGINEER'S NOTE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS,
OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED
TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON
THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND
RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON
THESE DRAWINGS.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT
THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY OF SAN
BERNARDINO, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
REAL OR ALLEGED, IN CMNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
CONSTRUCTION NOTES=
Ol JUNCTION STRUCTURE AND PIPE TO BE CONSTRUCTED BY OTHERS.
O2 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. 3004,
WITH LOCAL DEPRESSION PER CITY STD. 3003, CASE "C".
O3 CONSTRUCT MONOLITHIC CONNECTION PER CITY OF FONTANA STD. 3005.
4O CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD. 3022.
O5 PROVIDE STENCIL FOR CATCH BASIN PER DETAIL ON SHEET 3.
6O OMITTED
O7
REMOVE INTERFERING PORTION OF EXISTING 24" STORM
DRAIN
BY OTHERS.
8O
REMOVE EXISTING CATCH BASIN.
4
EA
10
O9
CONSTRUCT 18" R.C.P. D-2500,
EA
BEDDING AND TRENCH
REPAIR
PER CITY OF
LF
FONTANA STD. 1008.
LF
1
EA
10
CONSTRUCT 24" R.C.P. D-2500,
BEDDING AND TRENCH
REPAIR
PER CITY OF
FONTANA STD. 1008.
0
CONSTRUCT 30" R.C.P. D-1500,
BEDDING AND TRENCH
REPAIR
PER CITY OF
FONTANA STD. 1008.
12
CONSTRUCT PIPE CLOSURE
PER
S.B.C.F.C.D. STD. S.P.
176A. SEE
DETAIL ON
SHEET 3.
13 REMOVE EXISTING STORM DRAIN MANHOLE BY OTHERS.
14 REMOVE EXISTING 18" STORM DRAIN BY OTHERS
15 REMOVE EXISTING CONC BULKHEAD.
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
SOUTH 82'35' 10.9410" EAST (BASIS OF BEARINGS) (GRID) AND REPRESENTED HEREON BY
THE CENTERLINE OF BANANA AVENUE AS BEING NORTH 00'20'03" EAST. (2010.0 EPOCH)
CITY OF FONTANA BENCHMARK NO. "585"
FD. R.R. SPK. IN PP#320908 AT NORTHWEST CORNER OF SATNA ANA AVENUE & ALMOND
AVENUE (PER STREET IMPROVEMENT PLAN # 3487).
ELEYAT/ON = 969.8480 FEET
SITE B.M. - SET CHISELED X IN TOP CURB AT EASTERLY BCR. NORTHEAST CORNER JURUPA
AVENUE AND BANANA AVENUE.
ELEVATION = 321.07
VICINITY MAP
N.T.S.
50 _ ►11111
4
EA
2
EA
2
EA
4
EA
10
LF
1
EA
82
LF
74
LF
31
LF
1
EA
��
SHEET INDEX
I
TITLE SHEET - CONSTRUCTION NOTES & QUANTITY ESTIMATES
2
STORM DRAIN PLAN AND PROFILES
3
STORM DRAIN DETAILS
DR 16-000014
SHOULD CONSTRUCTION OF THE REQUIRED oQ�OFESS/pNq� Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA
IMPROVEMENTS NOT COMMENCE WITHIN TWO SFy�, Thieves Engineering, Inc. STORM DRAIN IMPROVEMENT PLAN
y CIVIL ENGINEERING • LAND SURVEYING
YEARS OF THE DATE OF APPROVAL SHOWN HEREON ���, �, 14349 FIRESTONE BOULEVARD DRAWN BY: 11209 BANANA AVENUE SCALE:
C� LA MIRADA, CALIFORNIA 90638 P.M. NO. 19760
AND CARRIED FORTH IN A DILIGENT MANNER, THE * R.C.E. NO. 56155r * PH. (714)521-4811 FAX(714J521-417J DT BANANA COMMERCE CENTER AS SHOWN
DIAL TWO WORKING DESIGNED BY:
BEFORE �N� DAYS BEFORE u^ Exp. 12-31-16 Q TITLE SHEET DATE:
CITY ENGINEER MAY REQUIRE REVISIONS TO THE �
YOU DIG YOU DIG 3r clv0_ ��Q DT RUCTIO E & NTITY ESTIMATES
PLANS TO BRING THEM INTO CONFORMANCE WITH FBF ��O Date :� CHECKED BY: A RO D BY: / m DRAWING NO.: 1
�o
TOLL FREE 1-800-227-2600 (� -� • ��
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. C A� DATE: rJrJZ3
REINHARD STE ZEL RCE N0. 56155 MR CI ENGINEER R.C.E. 51152 3
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