HomeMy WebLinkAbout3640-1CONSTRUCTION NOTES QUANTITIES
CONSTRUCT 24' DIAMETER R.C.P., D -LOAD PER PROFILE 100 LF
CONSTRUCT CONC. CATCH BASIN PER APWA STD. PLAN 300-2. 2 EA CITY OF FONTANA
O3 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. 335-1 CASE 3. 2 EA
REMOVE AND REPLACE EXISTING 4" THK. CONC, SIDEWALK PER CITY OF FONTANA STD. 1015 100 LF
REMOVE AND REPLACE EXISTING 8" CONC. CURB AND GUTTER PER CITY OF FONTANA STD. 1003 2 EA STORM DRAIN IMPROVEMENT PLANS
REMOVE AND REPLACE EXISTING ASPHALT PER CITY OF FONTANA STI,. 2 EA
(SET: GENERAL NOTE NO. 35 AND 36)
CONSTRUCT CONCRETE COLLAR PER APWA STD, 380-1 1 EA FOR TRACT
NO.
16597
QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY AND ARE PROVIDED TO ASSIST THE
CITY IN DETERMINING FEE & BOND AMOUNTS ONLY.
THE CONTRACTOR SHALL VERIFY ALL QUANTITIES PRIOR T6 START OF CONSTRUCTION.
GRANULAR BEDDING FROM
SELECTED TRENCH SIDE
MATERIAL (1" MAX. SIZE).
NOTES
1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP
OF PIPE ZONE.
2. TRENCH DEPTHS OF GREATER THAN 5' SHALL
HAVE ADEQUATE SHORING.
3. CLASS II AGGREGATE BASE ALL TRENCHES LESS
THAN 100' IN LENGTH. COMPACTION SHALL BE
90% IN ALL ZONES UNLESS OTHERWISE
SPECIFIED. THRENCH STABILITY SHALL. CONFORM
TO CAL -OSHA REQUIREMENTS.
L -GRANULAR BEDDING FROM SELECTED
TRENCH SIDE MATERIAL FOR PIPE
10' OR GREATER IN DEPTH USE
1/2 CRUSHED STONE BEDDING.
TRENCH DETAIL
NO SCALE
BASIS OF BEARINGS
THE BEARING OF N 89'58'10' W FOR THE CENTERLINE OF FOXWORTH STREET, AS SHOWN ON A MAP
OF TRACT NO. 14293, RECORDED IN BOOK 255, PAGES 94-98, INCLUSIVE, OF MAPS, RECORDS OF
SAN BERNARDINO COUNTY, CALIFORNIA, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP.
BENCHMARK
CITY '?r FONTANA BENCHMARK NO. 378, CIRCUIT NO. 67-5, 300 NAIL IN POWER POLE (NO NUMBER),
SOUTHWEST CORNER OF BEECH AND FOOTHILL BLVD., DATED SEPTEMBER 1967.
ELEV. = 1267.84
PRIVATE ENGINEER'S NOTES TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR ANY 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 AS 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 NOT SHOWN ON THESE DRAWINGS.
CONTRACTOR AGREES THAT HE/ SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS
DURING THE 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 CITY, 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 SOLD= NEGLIGENCE OF THE OWNER OR THE ENGINEER.
PREPARED BY
FIRM: raab engineering, 11"10.
ADDRESS: 310 S. MAPLE ST., STE. D
CORONA, CA 92880
TELEPHONE: , (951) ; 272-1072 L=AX: ( 951) 272-0166
29616
SIGNATURE RCE DATE
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4-5
�> NO. 29616
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�F CALVE
TOLL FREE 1-500-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
LEGEND
SEWER LINE
SEWER LINE PER
OTHER SHEET
EXIST. SEWER LINE
STORM DRAIN LINE
WATER LINE
EXIST. WATER LINE
SEWER MANHOLE
DIRECTION OF FLOW
RIGHT OF WAY
EDGE OF PAVEMENT
CENTERLINE
WATER VALVE
FIRE HYDRANT
STREET LIGHT
HANDICAPPED ACCESS RAMP
REMOVE EXIST. IMPTS.
CONCRETE IMPROVEMENTS
BC
BEGIN CURVE
EC
END CURVE
CL
CENTERLINE
F.L.
FLOWLINE GUTTER
F.S.
FINISHED SURFACE
F.
FINISHED DIRT
EX
EXISTING
S
SEWERUNE
SD
STORM DRAIN LINE
W
WATERLINE
ST
STREET STATION
10+00;00
SEWER STATION
MH
MANHOLE
INT.
INTERSECTION
R/W RIGHT OF WAY
NORTH
100 0 100 200
SCALE 1, = 100'
INDEX MAP
xDENOTES SEE SHEET NO.
D RECORD DRAWING � Q�CFESSl
ti �
w N0. 29616 m
O 4 Exp. 3/31/11 �
MARK L. RAAB RCE 29616 DATE sTgl c v I
F OF CAt�F�
CITY OF FONTANA
ATTN: BRIAN WREN
8353 SIERRA AVENUE
FONTANA, CA 92335
(909) 350-6632
SOUTHERN CALIFORNIA GAS COMPANY
ATTN: DENNIS FREEMAN
1981 W. LUGONIA AVE.
REDLANDS, CA. 92,374
(909) 335-7547
EMERGENCIES: (800) 427-2200
GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROV
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ('GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS
SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED.
1 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED 13Y 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 AVE (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 €1NISHED 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.
34. MINIMUM D -LOAD FOR ALL RCP IS 1350.
35. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY
SOIL TESTS TAKEN AFTER COMPLE11ON OF ROUGH GRADING.
36. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY
A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
UTILITY NOTIFICATIONS
SOUTHERN CALIFORNIA EDISON COMPANY
300 N. PEPPER STREET
RIALTO, CA 92376
(909) 820-5598 -- UNDERGROUND
((909) 875-5100 -- TRANSMISSION
213) 637-1233 -- PIPELINES
PACIFIC BELL CO.
ATTN: VIRGINIA BECKER
3939 E. CORONADO STREET
ANAHEIM, CA 92807
(714) 666-5467
COMCAST (CABLE TV)
ATTN: JACK HAYES
1205 DUPONT AVE.
ONTARIO, CA 91761
(909) 390-4738
GENERAL_ TELEPHONE CO.
ATTN: STEVE HOCK
1400 E. PHILLIPS BLVD.
ONTARIO, CA. 91766
(800) 422-4133
FONTANA WATER COMPANY
ATTN: MICHAEL J. MCGRAW
8440 NUEVO AVE.
FONTANA, CA. 92235
(909) -922-2201
FAX (909) 823-5046
CRAWFORD CANYON MUTUAL WATER GO.
ATTN: BILL VANDERKIEFT, JR.
(619) 868-6040
UNDERGROUND SERVICE ALERT
(800) 422-4133
REV. REASiON DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN 'TWO YEARSOF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, DRAWN BY:
MLR
THE CITY ENGINEER MAY REOUIRE REVISIONS TO THE PLANS TO DESIGNED BY:.
q 'mpw MLR
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND CHECK® BY:
CORRECTED STREET NAMES; LOWERED AVOCADO CT. CURBS AND
t� PADS; REV. SO PROFILE AVOCADO CT. 1/09/06 VVI- tiI STANDARDS IN EFFECT.
Ilp't"WoNg.6-
INITY MAP
NOT TO SCALE
CITY OF FONTANA, CALIFORNIA
STORM DRAIN PLAN - TRACT 16597
/TITLE SHEET
ENGI
7 -
.C.E. 51152 ATE:
SCALE
i' = 100'
DATE:
JAN. 9, 2006
DRAWING NO.: 1 `
3W / 3