HomeMy WebLinkAbout5503-1GENERAL 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") AND THE STATE OF CALIFORNIA D. 0. T. STD. SPEC'S AND PLANS. 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.
B. 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 CONTRACT UNDERGROUND SERVICE ALERT AT
1-800227-2600 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 OR
STREETS.
30. APPROVED SOILS STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
31. ALL MANHOLES, CLGANOUT 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.
34. RHE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST
BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2' OVER THE REINFORCING WHEN THE r
DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH L
IN THESE REACHES SHALL BE 1c=5,000 psi FOR VELOCITIES EXCEEDING 20 FEET PER
SECONDAND ",000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND.' n wev n
35. MINIMUM DLOADFOR ALL R.C.P.IS1350. DIS
CITY OF FONTANA
CASA GRANDE AVENUE STORM DRAIN MPSD LINE "C"
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INDEX MAP
SCALE:1'=150'
LEGEND
A.C. ASPHALTIC CONCRETE (R) RIDGE LINE
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS B.C. BEGIN CURVE RM RIGHT OF WAY
B.V.C. BEG. VERTICAL CURVE P.C.C. PORTLAND CEMENT CONCRETE
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED B.W. BACK SIDEWALK T.FTG. TOP OF FOOTING
BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE C.B. CATCH BASIN THDW TOP OF HEADWALL
SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE C.L. CENTERLINE NT
UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR D/L DAY LIGHT T.C. TOP TAN. TANGENT
CURB
E.C. END CURVE
THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. E.P. EDGE PAVEMENT W WIDTH
E.G. EDGE GRADE V VERTICAL DEPTH
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS E.V.C. END VERTICAL CURVE (590.69) EXISTING ELEVATION
DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS F.L. FLOW LINE 590.69 PROPOSED ELEVATION
SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, F.S. FINISH SURFACE [590.69) FUTURE ELEVATION
INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN G.B. GRADE BREAK SLOPE 2:1
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE H.P. HIGH POINT
NEGLIGENCE OF THE OWNER OR THE ENGINEER. INV, INVERT AC PAVEMENT
MWD METROPOLITAN WATER DISTRICT ® REMOVAL
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER WVWD WEST VALLEY WATER DISTRICT
PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF O.C. ON CURVE ® GRIND
WQ WATER QUALITY EDGE OF PAVEMENT
ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. WQCB WATER QUALITY CATCH BASIN
Qbmp WATER QUALITY FLOW RATE (CFS)
CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS.
CITY OF FONTANA UTILITY NOTIFICATION LIST
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 OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE REQUESTED IN WRITING AND MUST BE APPROVED BY THE
ENGINEER OF RECORD.
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 DISCREPANCIES IN FINAL CONSTRUCTION QUANTITIES.
REINFORCED POLYETHYLENE LINER
REINFORCED POLYETHYLENE LINER SHALL BE PPL -24 CONTAINMENT MEMBRANE LINER BY BTL LINERS OR APPROVED EQUAL BY MWD.
THE CONTAINMENT MEMBRANE LINER SHALL ENCOMPASS THE PIPE AND STRUCTURES 360 DEGREES.
INSTALLATION SHALL BE PERFORMED BY APPROVED / CERTIFIED INSTALLER.
INSTALLATION SHALL BE APPROVED BY MWD.
M.W.D. CONSTRUCTION NOTES:
1. NOTIFY MR. JESSE FRANCO JR. OF M.W.D.'S WATER SYSTEM OPERATIONS
GROUP, TELEPHONE (909)392-7184, AT LEAST TWO (2) WORKING
DAYS (MONDAY THROUGH THURSDAY) PRIOR TO ANY WORK IN THE
VICINITY OF MWD'S FACILITIES AND RIGHT-OF-WAY.
2. EXISTING PIPELINE IS ADEQUATE FOR AASHTO H-20 LOADING,
WITH A MINIMUM 4 FEET OF COVER, DURING CONSTRUCTION,
WITH A MINIMUM 5 FEET OF COVER, EQUIPMENT IMPOSING LOADS
NO GREATER THAN THOSE IMPOSED BY A LOADED CATERPILLAR
657E OR A 666B SCRAPER MAY OPERATE OVER THE PIPELINE,
PROVIDED THE GROUND IS MAINTAINED IN A SMOOTH CONDITION
ON BOTH SIDES OF THE PIPELINE.
3. A LIST AND SPECIFICATIONS OF ALL CONSTRUCTION EQUIPMENT
PROPOSED TO BE USED OVER THE PIPELINE MUST BE SUBMITTED
FOR M.W.D.'S REVIEW AND APPROVAL AT LEAST 30 DAYS PRIOR
TO CONSTRUCTION.
4. ALL M.W.D.'S STRUCTURES SHALL BE NOTED AND LOCATED PRIOR
TO ANY CONSTRUCTION WORK. WHEN A MANHOLE OR OTHER M.W.D.
FACILITY MUST BE MODIFIED TO ACCOMMODATE THE CONSTRUCTION,
THE FACILITY SHALL BE MODIFIED BY M.W.D. FORCES.
5. THE FOLLOWING LOADING RESTRICTIONS APPLY:
RIALTO PIPELINES
THE VIBRATORY ROLLER AND COMPACTOR MUST NOT BE OPERATED IN VIBRATORY
MODE WITHIN 30 FEET OF THE CENTERLINE OF THE PIPELINE. WHEN THE COVER IS
A MINIMUM OF 4 FEET AND NO GREATER THAN THAT SHOWN IN THE FOLLOWING TABLE,
ALL OF THE LISTED EQUIPMENT EXCEPT THE CAT SCRAPER MAY OPERATE OVER THE
RIALTO PIPELINE BETWEEN THE STATIONS SHOWN ON THE TABLE BELOW.
EXCEPT WHERE RESTRICTIONS APPLY ON THE TABLE BELOW, WHEN THE COVER IS A
MINIMUM OF 5 FEET AND NO GREATER THAN SHOWN ON THE FOLLOWING TABLE, AND
WHEN THE GROUND IS MAINTAINED IN A SMOOTH CONDITION WITH A UNIFORM SLOPE
FOR THREE VEHICLE LENGTHS ON EACH SIDE OF THE PIPELINE, LOADED CAT SCRAPERS
MAY OPERATE OVER THE RIALTO PIPELINE BETWEEN THE STATIONS SHOWN ON THE
TABLE BELOW.
SEWER:
CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CA 92335 PHONE:
909.350.6632
GAS:
SOUTHERN CALIFORNIA GAS COMPANY
16231 VALLEY BLVD.
FONTANA, CA 92335 PHONE:
909.428.8411
ELECTRIC:
SOUTHERN CALIFORNIA EDISON COMPANY
7951 REDWOOD AVE.
FONTANA, CA. 92336 PHONE:
909.357.6221
SHEETINDEX
CABLE:
TIME WARNER CABLE
1205 DUPONT AVENUE
ONTARIO, CA. 91761 PHONE:
909.390.4738
TELEPHONE:
AT&T
11464 TELEGRAPH ROAD SANTA FE
SPRINGS, CA 90670 PHONE:
714.666.5415
WATER:
WEST VALLEY WATER DISTRICT
855 W. BASELINE ROAD
RIALTO, CA 92377 PHONE:
909.875.1361
METROPOLITAN WATER DISTRICT
WATER SYSTEM OPERATION GROUP
ATTN: JESSE FRANCO JR.
909.392.7184 OR CELL: 818.468.5188
TITLE 1
CASA GRANDE AVENUE STORM DRAIN 2-3
STRUCTURAL SOURCE CONTROL BMP PLAN,
PROFILE AND DETAILS 4
LATERAL PROFILES, DETAILS AND SECTIONS 5-7
WATER QUALITY CONSTRUCTION NOTES
O INSTALL 6" PVC STORM DRAIN
O INSTALL 12' PVC STORM DRAIN
O INSTALL 12' PVC CLEANOUT
O INSTALL TORRENT RESOURCES MAXWELL PLUS DRAINAGE SYSTEM (DETAIL SHT 4)
O INSTALL 24"X24' JENSEN PRECAST CATCH BASIN (DETAIL SHT 4)
O INSTALL 45" ELBOW
*r
V MAX. SIZE SELECTED
NATIVE BEDDING
COMPACTED TO 90%
NOTES:
1. TRENCH WIDTH SHALL BE CONTROLLED
TO TOP OF PIPE ZONE.
2.TRENCH DEPTHS OF GREATER THAN S
SHALL HAVE ADEQUATE SHORING.
3, GLASS II AGG.BASE ALL TRENCHES LESS
THAN 100' IN LENGTH.
NOTE:
COMPACTION SHALL BE 90% IN ALL
ZONES UNLESS OTHERWISE SPECIFIED.
TRENCH STABILITY SHALL CONFORM TO
CAL -OSHA REQUIREMENTS.
VICINITY MAP
NOT TO SCALE
TOP OF STRUCTURAL PVMT.
SUBGRADE
3" MAX. SIZE NATIVE SOIL
COMPACTED 95%
1:1 SLOPE OR FLATTER
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OR ADEQUATE SHORING
90% COMPACTED
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NATIVE BACKFILL
6" MAX. SIZE
DE ROAD
"
IW
O
INSTALL 84" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
982 L.F.
O
CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012.
3 EA.
TOP OF STRUCTURAL PVMT.
SUBGRADE
3" MAX. SIZE NATIVE SOIL
COMPACTED 95%
6' MIN. 6" MIN. I I I =
v z I H 8" MAX. 8" MAX. = I I I
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STORM DRAIN PIPE
BEDDING MATERIAL SHALL MEET OR EXCEED SECTION
306-1.2.1, STD. SPECS FOR PUBLIC WORKS CONSTRUCTION,
LATEST EDITION. LOCALLY EXCAVATED NATIVE MATERIALS
MAY BE BLENDED TO THE REQUIRED SAND EQUIVALENCY
OF 30 OR GREATER
RCP TRENCH DET,
NOT TO SCALE
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1:1 SLOPE OR FLATTER
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OR ADEQUATE SHORING
90% COMPACTED
\\ \\
NATIVE BACKFILL
6" MAX. SIZE
INSTALL 78" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
118 L.F.
6' MIN. 6" MIN. I I I =
v z I H 8" MAX. 8" MAX. = I I I
III=
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0
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a o it T
STORM DRAIN PIPE
BEDDING MATERIAL SHALL MEET OR EXCEED SECTION
306-1.2.1, STD. SPECS FOR PUBLIC WORKS CONSTRUCTION,
LATEST EDITION. LOCALLY EXCAVATED NATIVE MATERIALS
MAY BE BLENDED TO THE REQUIRED SAND EQUIVALENCY
OF 30 OR GREATER
RCP TRENCH DET,
NOT TO SCALE
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CONSTRUCTION NOTES
QUANTITIES
O
INSTALL 24" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
L.F.
O
INSTALL 78" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
118 L.F.
O
INSTALL 84" R.C.P. STORM DRAIN (D -LOAD PER PROFILE).
982 L.F.
O
CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012.
3 EA.
OS
CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004.
1 EA.
O
REMOVE EXISTING PIPE CLOSURE.
1 EA.
CONSTRUCT PIPE CLOSURE (TYPE SHOWN ON PLAN) PER SAN BERNARDINO COUNTY FLOOD
CONTROL DISTRICT STD. PLAN 176.
1 EA.
O
CONSTRUCT MODIFIED TRANSITION STRUCTURE R.C.B. TO PIPE SPPWC STD. PLAN 342-2.
2 EA.
Og
CONSTRUCT TRANSITION STRUCTURE REFERENCING MODIFIED SPPWC STD. PLAN 343-2.
2 EA.
10
CONSTRUCT TRANSITION STRUCTURE REFERENCING MODIFIED SPPWC STD. PLAN 344-2.
2 EA.
11
CONSTRUCT 3 BARREL 5' WIDE x THIGH R.C.B. PER CALTRANS STD. D81.
81 L.F.
12
CONSTRUCT MANHOLE ACCESS IN R.C.B. DECK PER CALTRANS STD. D82 AND SPPWC 323-2.
3 EA.
13
CUT AND REMOVE EXISTING STORM DRAIN PIPE.
30t L.F.
14
CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 3022.
1 EA.
15
CONSTRUCT JUNCTION STRUCTURE PER CITY STD. PLAN 3009.
1 EA.
IS)CONSTRUCT
INLET MODIFIED'TYPE V" PER DETAILS ON SHEET 3.
1 EA.
17
INSTALL REINFORCED POLYETHYLENE LINER (SEE NOTE HEREON).
4,400 S.F.
QUANTITIES
18
RELOCATE EXISTING WATER LINE & APPURTENANCES PER SEPARATE WATER PLANS.
-
44 L.F.
19
CONSTRUCT TRENCH REPAIR PER CITY STD. PLAN 1008.
3,250 S.F.
118 L.F.
1 EA.r
OWNIMUDENELOPER
1 EA'
MADOLE AND ASSOCIATES, INC. NORTH FONTANA INVESTMENT CO., LLC
1 EA.
9302
PITTSBURGH AVE., SUITE 230 RANCHO 1156 N. MOUNTAIN AVE. UPLAND,
3 EA
CUCAMONGA, CA 91730 PHONE: 909.481.6322 CA 91786-0670 PHONE:
FAX:
909.481.6320 909.985.0971
CONTACT: MARK BERTONE CONTACT: STACEY SASSAMAN
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