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Home My WebLink About5453-1w *f I STOR.KA [DRAIN I-M--PROVEMENT PLAN STORM DRAW IEMVEMBff GENERAL 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'. ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL 110/CIT U S [DIST I UTION C N 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 UMTTED 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 CML 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. STORM DRAIN CONSTRUCTION NOTES O CONSRUCT TRANSITION STRUCTURE PER S.P.P.W.C. STD. PLAN NO. 340-2. 1 CONSTRUCT 24" R.C.P. BEDDING PER LAC.D.P.W. STD PLAN NO. 3080-2 CASE 3 223 SEE DETAIL ON SHEET 1, TRENCH REPAIR PER CITY OF FONTANA STD 1008. 3O CONSTRUCT 30" R.C.P. BEDDING PER LAC.D.P.W. STD PLAN NO. 3080-2 CASE 3 SEE DETAIL ON SHEET 1, TRENCH REPAIR PER CITY OF FONTANA STD 1008. 4O CONSTRUCT CONCRETE COLLAR PER S.P.P.W.C. STD. PLAN NO. 380-4. 5O CONSTRUCT CURB OPENING CATCH BASIN PER S.P.P.W.C. STD. PLAN NO. 300-3, V AND "W" PER PLAN, WITH LOCAL DEPRESSION PER S.P.P.W.C. STD. PLAN NO. 313-3 CASE or. O CONSTRUCT MONOLITHIC CONNECTION PER S.P.P.W.C. STD. PLAN NO. 308-2. O REMOVE EXISTING CMP RISER. 8O. BRICK AND MORTAR END OF PIPE QUANTITIES 1 EA. 142 LF. 24 LF. 5 EA. 3 EA. 1 EA. 2 EA. 3 EA PREPARED FOFO SOILS ENGWEER. LIT INDUSTRIAL LIM/TED PARTNERSHIP NORCAL ENGINEERING 2201 E. CAMELBACK ROAD, SUITE 225B SOILS & GEOTECHNICAL CONSULTANTS PHOENIX, AZ 85016 10641 HUMBOLT STREET PHONE: (602) 337-8730 LOS ALAMITOS, CA 90720 FAX: (770) 373-4940 PHONE: (562) 799-9469 ..r.+f. I UNTANA, CA IFO NIA UTLITY C WrACTS SAN BERNARDINO COUNTY FLOOD CONTRnl 825 E. THIRD STREET, ROOM 140 SAN BERNARDINO, CA 92415-0835 PHONE: (909) 387-8256 ATTN: TOM WILLIAMS FONTANA WATER COMP, 15966 ARROW ROUTE FONTANA, CA 92355 PHONE: (909) 822-2201 ATTN: BRENDA FOWLER 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 TOLL FREE -qftwm"'- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT �V A.B. -AGGREGATE BASE M.H. A.C. -ASPHALT CONCRETE N.G. B.C.R. -BEGINNING OF CURVE Ik BLDG -BUILDING PB B.O.W. -BOTTOM OF WALL P.P. B.W. -BACK OF WALK R/W C.L.F. -CHAIN LINK FENCE R.D. CONC. -CONCRETE TRANS PAD C.F. -CURB FACE T.B. C.B. -CATCH BASIN S = q -CENTERLINE S.D. E.C.R. -END OF CURVE S.L EXIST. -EXISTING ST.LT. E.P. -EDGE OF PAVEMENT T.G. F.G. -FINISH GRADE T.C. F.F. -FINISH FLOOR TOP F.L -FLOW UNE TOE F.S. -FINISH SURFACE WM F.H. -FIRE HYDRANT WV G.B. -GRADE BREAK H.C. -HANDICAP H.P. -HIGH POINT INV. -INVERT -MANHOLE -NATURAL GRADE -PROPERTY LINE -PULL BOX -POWER POLE -RIGHT OF WAY -ROOF DRAIN -TRANSFORMER PAD -TOP OF BERM -SLOPE -STORM DRAIN -SIGHT LINE -STREET LIGHT -TOP OF GRATE -TOP OF CURB -TOP OF SLOPE -TOE OF SLOPE -WATER METER -WATER VALVE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIUTY 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 UTIUTIES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBIUTY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBIUTY 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 CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGUGENCE OF THE OWNER OR THE ENGINEER. i� INDEX MAP SCALE: 1 " - 100' TOP OF BEDDING 8 UNLESS OTHERWISE NOTED IN THE SPECIFICATIONS BEDDING 13 BEDDING MATERIAL BELOW BOTTOM OF RCP SHALL 8E .0830' FOR PIPES 97$mm 4391 AND LARGER 114 01AMETER. AND 100mm 440) RCP LESS THAN 975mm (39') IN DIAMETER. IN NO CASE SHALL IT 13E LESS THAN 30mm (11) BELOW ANY BELL. OR COt.LM t SAN BERNARDINO FRWY W 15-08 I TITLE SHEET - CONSTRUCTION NOTES & QUANTITY ESTIMATES 2 PROPOSED PUBLIC STORM DRAIN AND CATCH BASIN CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLAN SO A ANA AVENUE m'"" HF. SEEFRIED FONTANA P.M.19659s�OwN AS JURUPA CITRUS AVENUE & CATAWBA AVENUE cr � k• AVENUE OF Alm. VICINITY MAP N.T.S. BACKFILL AS SPECIFIED EXCAVATED BANK OR SHEETING BEDDING A mm EXCAYATION TO THIS 100 loo m h. LINE PERMITTED CASE 3 REINFORCED CONCRETE PIPE NOTES. CASE 3 BEDDING 8 BACKFILL AROUND RCP tLOA0 FACTOR 1.13) Tal W AT SPRING LINE SHALL /� NOT BE .ESS THAN THE FOLLOWING- 150mm (6'1 FOR RCP 1500mm (60') OR LESS IN DIAI`IETER, 250mm 110') FOR RCP 1575mm (639) TO 2700mm (108.) INCLUSIVE IN DIAMETER, AND 300mm (12.1 FOR PIPE LARGER THAN 2700mm Q08') IN DIAMETER. THESE DIMENSIONS MAY INCL -UDE THE THICKNESS OF ANY SHEETING. (b] WHERE COVER IS 3M 410'-0'l OR LESS, W MEASURED AT THE TOP OF THE RCP MAY BE ANY DIMENSION GREATER THAN THE ABOVE SPECIFIED MINIMUM UNLESS OTHERWISE SPECIFIED ON THE PROJECT DRAWINGS. Cc) WHERE COVER 18 GREATER THAN 3m (10'-00). W MEASURED AT TOP OF PIPE SHALL NOT BE GREATER THAN 250mm (1041 FOR RCP 2700mm (logo) IN DIAMETER OR LESS. OR 300man 1112.1 FOR RCP OVER 2700mm (106.) IN DIAMETER UNLESS THE CONTRACTOR AT HIS OWN EXP HSE PROVIDES CAS I BEDDING OR STRONGER RCP. THESE 01MCNSIONS INCLUDE HE THICKNESS 4F NY SHEETING. (d) SCREED BEDDING A TO FIT CURVATURE AND GRADE OF RCP. TYPE OF SCREE() AND THE METHOD OF USE T4 BE APPROVED BY THE ENGINEER. SAC FILL AS SPECIFIED C s EXCAVATED " BANK OR 1141 SHEETING " ROUGHEN a SURFACE-----� SACKFILL AS SPECIFIED 43' ANCE M a s 200 -C -I5 EXCAVATED 6ANK (420-C-2000) OR SHEETING CONCRETE EXCAVATION .3750' TO THIS LINE JOINT PERMITTED--- :.,_._ �., � ...., ...,... 1 GRADE ADJUSTMENTCONO PIPE RETE IS AIO.AIMLBE AND K NOURS L D ISEFORE SHALL BE SPECIFIED ON THE PROJECT DRAWINGS OR 8Y THE ENGINEER CASE 4. NOTlrs CASE 4 SEDOING 4LOAD FACTOR 3.01 WHERE REQUIRED BY THE E14GINEER AS AN ALTERNATIVE TO CASE I OR CASE 3 TO MEET CONDITIONS ARISING DURING CONSTRUCTION. 200-C-13 (420-C-2000) CONCRETE i E In oa CASE 5 IVO TEt CASE 3 BEDDING (LOAD FACTOR 2.7) SHALL BE USED WHERE SPECIFIED ON THE PROJECT DRAWINGS. CASE 4 BEDDING SHALL BE USED INSTEAD OF CASE 5 AGAIKST SHEETING OR UNSTABLE TRENCH WALLS IF SO REQUIRED BY THE ENGINEER. LOS ANGELES COUNTY DEPARTMENT -OF PUBLIC WORKS STANDARO PLAN PIPE BEDDING IN TRENCHESMETRIr, 3080--2 SHEET 2 OF 3 i BAW OF BEAF04M 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) "LORS" AND "EWPP" AS SHOWN HEREON (BASIS OF BEARINGS: S 81'29'26" E). ALL BEARINGS SHOWN HEREON ARE GRID BEARINGS. BENO-I MARK: CITY OF FONTANA 8ENCHMARK NO. '289" FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF POWERPOLE NUMBER 61319 AT THE NORTHEAST CORNER OF THE INTERSECTION OF SANTA ANA AVENUE AND CATAWBA AVENUE E &A77ON = 1032.22' 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 REn0N DESCRIPTION DAZE ENM CITY DATE STANDARDS IN EFFECT. �tOFESS/0�, l * R.C.E. NO. 56155' * 12-31-16 9�F CIV 1\- o�� 0F C A��F Prepared Under The Supervision Of Thienes Engineering, Inc. CML ENGINEER/NG • LAND SURVEYING 14.349 f7RESTONE BOULEVARD LA M/IR4LL(, CALIMRN14 906.38 PN.(714)521-4811 FA.V144V-417.1 SHEE7 NM 15-08 I TITLE SHEET - CONSTRUCTION NOTES & QUANTITY ESTIMATES 2 PROPOSED PUBLIC STORM DRAIN AND CATCH BASIN CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLAN AVENUE m'"" HF. SEEFRIED FONTANA P.M.19659s�OwN � k• AVENUE OF Alm. VICINITY MAP N.T.S. BACKFILL AS SPECIFIED EXCAVATED BANK OR SHEETING BEDDING A mm EXCAYATION TO THIS 100 loo m h. LINE PERMITTED CASE 3 REINFORCED CONCRETE PIPE NOTES. CASE 3 BEDDING 8 BACKFILL AROUND RCP tLOA0 FACTOR 1.13) Tal W AT SPRING LINE SHALL /� NOT BE .ESS THAN THE FOLLOWING- 150mm (6'1 FOR RCP 1500mm (60') OR LESS IN DIAI`IETER, 250mm 110') FOR RCP 1575mm (639) TO 2700mm (108.) INCLUSIVE IN DIAMETER, AND 300mm (12.1 FOR PIPE LARGER THAN 2700mm Q08') IN DIAMETER. THESE DIMENSIONS MAY INCL -UDE THE THICKNESS OF ANY SHEETING. (b] WHERE COVER IS 3M 410'-0'l OR LESS, W MEASURED AT THE TOP OF THE RCP MAY BE ANY DIMENSION GREATER THAN THE ABOVE SPECIFIED MINIMUM UNLESS OTHERWISE SPECIFIED ON THE PROJECT DRAWINGS. Cc) WHERE COVER 18 GREATER THAN 3m (10'-00). W MEASURED AT TOP OF PIPE SHALL NOT BE GREATER THAN 250mm (1041 FOR RCP 2700mm (logo) IN DIAMETER OR LESS. OR 300man 1112.1 FOR RCP OVER 2700mm (106.) IN DIAMETER UNLESS THE CONTRACTOR AT HIS OWN EXP HSE PROVIDES CAS I BEDDING OR STRONGER RCP. THESE 01MCNSIONS INCLUDE HE THICKNESS 4F NY SHEETING. (d) SCREED BEDDING A TO FIT CURVATURE AND GRADE OF RCP. TYPE OF SCREE() AND THE METHOD OF USE T4 BE APPROVED BY THE ENGINEER. SAC FILL AS SPECIFIED C s EXCAVATED " BANK OR 1141 SHEETING " ROUGHEN a SURFACE-----� SACKFILL AS SPECIFIED 43' ANCE M a s 200 -C -I5 EXCAVATED 6ANK (420-C-2000) OR SHEETING CONCRETE EXCAVATION .3750' TO THIS LINE JOINT PERMITTED--- :.,_._ �., � ...., ...,... 1 GRADE ADJUSTMENTCONO PIPE RETE IS AIO.AIMLBE AND K NOURS L D ISEFORE SHALL BE SPECIFIED ON THE PROJECT DRAWINGS OR 8Y THE ENGINEER CASE 4. NOTlrs CASE 4 SEDOING 4LOAD FACTOR 3.01 WHERE REQUIRED BY THE E14GINEER AS AN ALTERNATIVE TO CASE I OR CASE 3 TO MEET CONDITIONS ARISING DURING CONSTRUCTION. 200-C-13 (420-C-2000) CONCRETE i E In oa CASE 5 IVO TEt CASE 3 BEDDING (LOAD FACTOR 2.7) SHALL BE USED WHERE SPECIFIED ON THE PROJECT DRAWINGS. CASE 4 BEDDING SHALL BE USED INSTEAD OF CASE 5 AGAIKST SHEETING OR UNSTABLE TRENCH WALLS IF SO REQUIRED BY THE ENGINEER. LOS ANGELES COUNTY DEPARTMENT -OF PUBLIC WORKS STANDARO PLAN PIPE BEDDING IN TRENCHESMETRIr, 3080--2 SHEET 2 OF 3 i BAW OF BEAF04M 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) "LORS" AND "EWPP" AS SHOWN HEREON (BASIS OF BEARINGS: S 81'29'26" E). ALL BEARINGS SHOWN HEREON ARE GRID BEARINGS. BENO-I MARK: CITY OF FONTANA 8ENCHMARK NO. '289" FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF POWERPOLE NUMBER 61319 AT THE NORTHEAST CORNER OF THE INTERSECTION OF SANTA ANA AVENUE AND CATAWBA AVENUE E &A77ON = 1032.22' 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 REn0N DESCRIPTION DAZE ENM CITY DATE STANDARDS IN EFFECT. �tOFESS/0�, l * R.C.E. NO. 56155' * 12-31-16 9�F CIV 1\- o�� 0F C A��F Prepared Under The Supervision Of Thienes Engineering, Inc. CML ENGINEER/NG • LAND SURVEYING 14.349 f7RESTONE BOULEVARD LA M/IR4LL(, CALIMRN14 906.38 PN.(714)521-4811 FA.V144V-417.1 SHEE7 NM 15-08 I TITLE SHEET - CONSTRUCTION NOTES & QUANTITY ESTIMATES 2 PROPOSED PUBLIC STORM DRAIN AND CATCH BASIN �u ate • 3 (O I IO EINHARD STENZ L RCE NO. 56155 WDEV 8-436C375148 OR 15-08 CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLAN m'"" HF. SEEFRIED FONTANA P.M.19659s�OwN AS CITRUS AVENUE & CATAWBA AVENUE DESIGN T SHEET DATE. RH ---aNSTRUCTION NOTM& QUANTITY ESTIMATES 10-26-2015 CHECKED Ery. AP VED // 3 DRAWING NO.: MR �P 54 5 3OZ IA2 'CITY ENGINEER DATE: