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Home My WebLink About3107-1CITY OF FONTANA GENERAL NOTES FOR CITY OF FONTANA STORM DRAIN IMPROVEMENT PLANS GENERAL NOTES (CONT'D) 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK") ALL CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR UNLESS OTHERWISE NOTED. LOCATIONS SHOWN ON THE PLANS. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. SOUTHERN CALIFORNIA EDISON CO. 3❑ 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. CITY ENGINEER. 10440 ASHFORD STREET ON SHEET 6. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL APPROVED PRIOR TO PAVING OF STREETS. BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. CONSTRUCT MANHOLE PER APWA STANDARD PLAN 323-1. SEE DETAIL 5 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA PAVEMENT PRIOR TO PLACEMENT. COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE FAX: (909) 476-7031 START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES LEAST TWO WORKING DAYS PRIOR TO THE. START OF ANY WORK IN PUBLIC SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350- 7610. UPON COMPLETION OF PAVING. 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC DIRECTED BY THE TRAFFIC ENGINEER. ENGINEER. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD TIMES. DRAWINGS TO THE CITY ENGINEER. 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR 34. MINIMUM D -LOAD FOR ALL RCP IS 1350. TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE PROTECT IN PLACE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. - 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET O IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR 93 OTHER. APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN REMOVE TEMPORARY WALL FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF 1. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 20 CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE AGENCY AND THE OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OR LEAVING IMPROVEMENTS. AGENCY OR THE ENGINEER. 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY 1 COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE 2. THE ENGINEER PREPARING THESE PLANS WILL NOT BE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMEDRESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK MUST BE APPROVED BY THE PREPARER OF THESE PLANS. AROUND THEIR FACILITIES. (909) 390-4738 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL UNDERGROUND UTILITIES & STRUCTURES COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION LS AND WATER REQUIREMENTS. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN CONSTRUCT 8" A.C. OVER COMPACTED NATIVE. THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR SO THAT ANY NECESSARY OTHERWISE NOTED. ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. 1 THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE UTILITIES SHOWN AND ANY OTHER LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE NOT SHOWN ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE THESE LINES OR STRUCTURES. 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. CITY 01F FOHTANA STO M DRAIN PMVPROVEP&ENT FOR BASE LONE AVEHUIE- A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SHEET NO. Construction Notes and Estimated Quantities H.P. ITEM DESCRIPTION QUANTITY OF 7 �1 REMOVE EXISTING BULKHEAD 2 EA OF 7 O CONSTRUCT JUNC11ON STRUCTURE - PIPE TO RCB PER 2 EA VEHICLES. ELECTRIC APWA STANDARD PLAN 334-1. SEE DETAIL ON SHEET 5. WATER IMPROVEMENT PLAN SOUTHERN CALIFORNIA EDISON CO. 3❑ REMOVE 10' OF EXISTING PIPE AND PATCH CHANNEL HOLE PER DETAIL 20 LF 3939 EAST CORONADO ST 10440 ASHFORD STREET ON SHEET 6. RIALTO, CA. 92376 SECOND FLOOR RANCHO CUCAMONGA, CA. 91729 O4 CONSTRUCT MANHOLE PER APWA STANDARD PLAN 323-1. SEE DETAIL 5 EA 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT TRANSMISSIONS: (909) 875-5100 ON SHEET 5. FAX: (909) 476-7031 OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT PIPELINES: (213) 657-1233 O5 CONSTRUCT 10'x8' RCB STORM DRAIN PER DETAIL ON SHEET 6. 3,025 LF M.V.C. �6 CROSSING OF SGVMWD 41" WATER LINE. SEE DETAIL ON SHEET 5. 2 EA FONTANA WATER COMPANY O7 CONSTRUCT TRANSITION STRUCTURE PER APWA STANDARD PLAN 341-1. 215 LF 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF GAS SEE DETAIL ON SHEET 5. 8440 NUEVO AVENUE THE CITY INSPECTOR. SOUTHERN CALIFORNIA GAS CO. O PROTECT IN PLACE - - 8353 SIERRA AVE. O CONSTRUCT 10'x6' RCB STORM DRAIN PER DETAIL ON SHEET 6. 93 LF 10 REMOVE TEMPORARY WALL 1 EA THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 11 RECONSTRUCT MEDIAN IMPROVEMENTS AS NECESSARY. 1 LS EMERGENCIES: (800) 427-2200 20 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY OF FONTANA 2 EA P.O. BOX 1299 STANDARD DETAILS 109 AND 112. AZUSA, CA. 91702-1299 21 CONSTRUCT 8" VCP SEWER EXTRA STRENGTH. 72 LF OR LEAVING IMPROVEMENTS. 22 ABANDON EXIST SEWER AND MANHOLE PER SEWER NOTE 1. 1 EA 1205 AVE. 23 TRENCH REPAIR PER CITY OF FONTANA STANDARD DETAIL 131 & DETAIL 85 LF ON SHEET 1 OF 1, SANITARY SEWER MODIFICATIONS PLAN & PROFILE. (909) 390-4738 24 SAWCUT & REMOVE EXISTING A.G. PAVEMENT. 1 LS PRIOR APPROVAL OF THE CITY ENGINEER. 25 CONSTRUCT 8" A.C. OVER COMPACTED NATIVE. 1 LS 26 REPLACE MEDIAN CURB AS NECESSARY TO MATCH EXISTING. 1 LS A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SHEET NO. UTILITY PURVEYORS: H.P. DESCRIPTION 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND 1 OF 7 STORM BUSINESSES AT ALL TIMES, A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT IMPROVEMENT COVER SHEET 2 OF 7 ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY DRAIN IMPROVEMENT PLAN & PROFILE VEHICLES. ELECTRIC TELEPHONE WATER IMPROVEMENT PLAN SOUTHERN CALIFORNIA EDISON CO. PACIFIC BELL CUCAMONGA COUNTY WATER DISTRICT 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF 300 N. PEPPER AVE. 3939 EAST CORONADO ST 10440 ASHFORD STREET DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. RIALTO, CA. 92376 SECOND FLOOR RANCHO CUCAMONGA, CA. 91729 DETAILS UNDERGROUND: (909) 357-6233 ANAHEIM, CA. 92807 (909) 987-2591 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT TRANSMISSIONS: (909) 875-5100 (714) 666-5500 FAX: (909) 476-7031 OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT PIPELINES: (213) 657-1233 ATTN: LARRY SIGNAIGO POINT OF COMPOUND CURVE TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN DISTRIBUTION: (909) 357-6233 M.V.C. MIDDLE OF VERTICAL CURVE APPROVAL •5' H FONTANA WATER COMPANY ATTN: AL KROHN 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF GAS SEWER 8440 NUEVO AVENUE THE CITY INSPECTOR. SOUTHERN CALIFORNIA GAS CO. CITY OF FONTANA FONTANA, CA. 92235 (909) 822-2201 1981 LUGONIA AVE. 8353 SIERRA AVE. FAX: (909) 823-5046 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. REDLANDS, CA 92374 FONTANA, CA. 92335 FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF (909) 335-7744 (909) 350-6632 THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. ATTN: CARLOS NAVARRO SAN GABRIEL VALLEY MUNICIPAL EMERGENCIES: (800) 427-2200 WATER DISTRICT 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM - P.O. BOX 1299 UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE AZUSA, CA. 91702-1299 CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING CABLE CO. SPRINT (626) 969-7911 OR LEAVING IMPROVEMENTS. COMCAST CABLE EMERGENCIES: (800) 521-0579 ATTN: DARIN J. KASAMOTO 1205 AVE. 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND ONTARIOO,, CCAA. . 91761 FINISH TO MATCH EXISTING CONCRETE. (909) 390-4738 25. NO OPEN TRENCH -SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SHEET NO. q � H.P. DESCRIPTION W 1 OF 7 STORM DRAIN IMPROVEMENT COVER SHEET 2 OF 7 STORM DRAIN IMPROVEMENT PLAN & PROFILE 3 OF 7 STORM DRAIN IMPROVEMENT PLAN & PROFILE 4 OF 7 STORM DRAIN IMPROVEMENT PLAN & PROFILE 5 OF 7 STORM DRAIN IMPROVEMENT R.C.B. DETAILS 6 OF 7 STORM DRAIN IMPROVEMENT R.C.B. DETAILS 7 OF 7 SANITARY SEWER MODIFICATION PLAN & PROFILE R/W 121' .5' 5' 8.5' 38' 9' 9' 38 7.5' W Z J �I U� EXISTING A.C. PAVEMENTEXISTING A.C. PAVEMENT __-_____===C�r- EXISTING 12' ----o WATER � EXISTING 8' r T 1 EXISTING GAS 11 III I TELEPHONE0\_ EXISTING 41' L=-,��-=J WATER EXISTING 3" PROPOSED 10'x8'RCB 10'x8'RCB EXISTING SECTION BASE LINE AVENUE REV. REVISION DESCRIPTION DATE ENGR. am DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QROFESS/9* COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, i _ THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp. 12457 31 05 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �qTF OFF' CALF�\P STANDARDS IN EFFECT. N.T.S. QUANTITIES SHOWN ON THESE PLANS ARE FOR ESTIMATING PURPOSES ONLY. CONTRACTORS SHOULD RUN THEIR OWN QUANTITIES AND BID A COMPLETE JOB. . 1..011.... Ivarlss N.T.S. LEGEND: q � H.P. HIGH POINT W T.C. TOP OF CURB ELEVATION S F.S. FINISHED SURFACE ELEVATION. OB F.L. FLOW LINE ELEVATION HGL SHEET MATCH LINE CL ---- TRACT BOUNDARY / PROPERTY LINE INV -1 DIRECTION OF FLOW RCB XX'X EXISTING SPOT ELEVATION WS G.B. GRADE BREAK DBL O.C. ON CURB STL B.C. BEGIN CURVE NTS E.C. END OF CURVE R/W P.R.C. POINT OF REVERSE CURVE 7 ,Q P.C.C. POINT OF COMPOUND CURVE M.V.C. MIDDLE OF VERTICAL CURVE •5' H WALL HEIGHT SBCFCD SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT SGVMWD SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT CCWD CUCAMONGA COUNTY WATER DISTRICT BASIS OF BEARINGS THE BEARING SHOWN HEREON ARE BASED ON THE NORTHWESTERLY UNE OF PARCEL 1 BEING N4332'00"E PER PARCEL MAP NO. 10520 FILED IN BOOK 121 PAGES 11 THROUGH 14, INCLUSIVE OF PARCEL MAPS, RECORDS OF SAN BERNARDINO COUNTY. WATER LINE SEWER LINE ON BOX HYDRAULIC GRADE LINE CLEAR INVERT REINFORCED CONCRETE BOX WATER SURFACE DOUBLE STEEL NOT TO SCALE BENCH MARK: TOP REINFORCING ROD IN FLOOD CONTROL RETAINING WALL SW COR. BANANA & FOOTHILL #67-5 ELEV. 1214.17 9/67 0 q � 11411 m &Inc.m ,BASE [313 V A Civil Engineering - Planning - Surveying - Public Works 9130Anaheim PI Ste 120 -Rancho Cucamonga, CA 91730-5465.909-484-9090 PREPARED UNDER THE SUPERVISION OF: kAV FI 2 200 3 RICHARD L. BOWMAN R.C.E. 24573 DATE: CITY OF FONTANA, CALIFORNIA LINE AVENUE DRAVAI BY - RLM, REF Y9130 STOFU DRAN FA ROVENENTS VER A AEW SIGNED BY: RLB CHECKED BY -0 RZA Y. 0' 4 • 7 • �� 0 q � w-• N 00 v o c l o>' ALE: E ASSHOWN 2LO �LO TE: 9-27-00 M •o,o GNO.: 3107to 7 ,Q