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Home My WebLink About3096-1. STOW DRAM Al IN0PE NENT5 - (2h RAL MOTES 1. ALL WORK SHALL IN ACCORDANCE WITH THESE PLANS, THE CrP" FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PIJ&: '' WORKS CONSTRUCTION ("GREEN BOOK'. ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE HE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL. :::INFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO ,'?yCEDENCE PROVISIONS IN THE "GREEN BOOK•, THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONF1,A ' TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND NIF THODS ARE, SUBJECT TO THE APPROVAL OF 1 HE CITY ENGINEER. 4. ADVANCE CONSTRUC i ION S11IGNINC, INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 5. CONSTRUCTION PERMITS SHALT. 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. (91)9) 350-7610. 6. THE CONTRACTOR SHALL Ci"' -OF M TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE IFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIREC 'D 6 THE CITY TRAFFIC ENGINEER. 7. IT SHALL BE THE RESPCO 3181LITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICE,; AT AL1. 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 FAC" . OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING :r THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF IND' iRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUAn'rD WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 10. NO MATERru. 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 CONSTRtjNON 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 EXISTU:G SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, 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 SHAD_ 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 FMERGENCY 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 SNE 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 rO 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 SWAL.ES ENTERING OR LEAVING IMPROVEMENTS. 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM N GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 25. NO OPEN TRENCH SHALL BE ARLONVED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE 01Y ENGINEER. 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AdO 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. RECORD DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 34. U -L J6- INSTALL IiLCT s IMME BOXES HITH F1DER61-AAS FILTERS C2q) ON ALL Q_ ON51TE GRATE OPIM-N1146 INLP_TS (1I-12-02� CTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF MY 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 AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING WATER do SEWER LINES AND APPURTENNANCES DURING GRADING OPERATIONS AND HE SHALL MAKE OR CAUSE TO BE MADE THE NECESSARY REPAIRS AT HIS EXPENSE. PRIME BENCH MARK: I SECONDARY BENCH MARK: CITY OF FONTANA B.M. 581 SOUTH EAST CORNER JURUPA AVE. RAILROAD SPIKE IN EASTERLY & MULBERRY AVE.; SET CHIS. FACE OF POWER POLE NO. 674320 E AVE - SET CHIS. " " 0 BCR; 64.OTS/0 JURUPA AVE AT THE NORTHWEST CORNER OF & 36.2 E/0 MULBERRY AVE. JURUPA AVENUE AND MULBERRY AVENUE ELEV. = 918.40 ELEV. = 915.775 Q 0 C.L. Y 6' _ TACK COAT EXIST. A.C. �5%' CO...., ACTE, PROPOSED 3" THICK A.C. NATIVE, SOIL 0% CON PACTE LLI W�: N• Y�� •• r �•� . �Z �•il: o,.:...•. I" - ' �• -• 78 DIA ::.�; :.: z PPE d,O o fr*� - -•�;' x BEDDING PER LACDPW STD PLAN N0. 080-2, CASE 3. SEE DETAIL HEREON NOTE: THE TOP 12" OF SUBGRADE UNDER THE ACCESS ROAD SHALL BE COMPACTED TO 95% RELATIVE COMPACTION AND TESTED PRIOR TO PAVING. TRENCH DETAIL W THIN S.B.C.F.C.D. R/W SLOVER w D z w W z_ M , Q AVENUE 3:: Of W J W ZfW W W Q, z 01 m' � J SANTA ANA AVE. o i SANTA ANA ' 3 DAHLIA PT. SHT. 6 SEGMENT 4 S` PUBLIC BID LIJ SEGMENT 3 m PUBLIC BID 7) SEGMENT 5 'UBLIC BID SHT. 4 �\ SHT. 3 PROPO ED CITY STO M-� DR IN F 'ANCIS ST. SHT. 2 - SEGMENT 2 :2 PRIVATE BID JURUPA - NOT --A- PART _ SEGMENT 1 PRIVATE BID NOT A PART MARLAY AVE. VIC )(TY MAP I .T S. /.E.U.A. GENM4L ..;0AG7RW77 V MOTES 1. ALL WORK SHALL BE DONE IN STP :.'t CONFORMANCE WITH THE PROJECT SPECIFICATIONS AS APPROVED BY The INLAND EMPIRE UTILITIES AGENCY (IEUA), THE CITY OF FONTANA AND THE STAG! RD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION) AND -E IEUA-ST,.NDARD DETAIL SHEET OF THIS PLAN SET AS APPROPRIATE. 2. ANY CONTRACTOR PERFORMING WuRK ON THIS PROJECT SHALL FAMILIARIZE A 1 SHEET TITL._E SHEET INDEX 2 STORM DRAIN PLAN do PROFILE 3 STORM DRAIN PLAN do PROFILE 4 STORM DRAIN PLAN do PROFILE 5 STORM DRAIN PLAN do PROFILE 6 STORM DRAIN PLAN do PROFILE 7 DETAILS 10. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE 8 DETAILS AND/OR BARRICADED FOR ANY WORK REQUIRING A LANE CLOSURE, DEVICES TO THEIR ORIGINAL CONDITION, OR TO THE SATISFACTION OF THE D ILS CITY ENGINE7R. 10 CHANNEL PLAN do PROFILE 11 CHANNEL GRADING 5. CONSTRUCTION TRUCK TRAFFIC MERGING INTO TRAFFIC LANES SHALL BE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SHOWN ON THESE PLANS. 3. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE REMOVED OR RELOCATED AT THE DIRECTION OF THE ENGINEER. UTIU11ES ARE TO BE RELOCATED BY THEIR RESPECTIVE OWNERS. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 4. UTILITY UNE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT LOCATED IN THE FIELD UNLESS OTHERWISE NOTED ON THE PLAN. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 5. IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION 6424 OF THE CAI IFORNIA LABOR CODE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY. 6. CALL UNDERGROUND SERVICE ALERT (800 422-4133, FOR UNDERGROUND LOCATIONS 48 HOURS BEFORE DIG. 7. THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PERMIT 48 HOURS PRIOR TO THE TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY. THE CONSTRACTOR IS REFERRED TO SECTION 7-10.3 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 8. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING do R /0 PAVEMENT MARKINGS WHICH DURING HIS OPERATION., HAVE BEEN LITHER REMOVED OR THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED. RENEWAL OF PAVEMENT STRIPING dt MARKINGS SHALL BE DONE IN CO:-FORMANCE WITH SECTION 310-5.6 OF THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION. M4f 7C COY 17710L - L MOTES 1. ALL TRAFFIC CONTROL WORK AND DEVICES FOR CONSTRUC70N SHALL ' 8. IT SHALL BE THE RESPONSIBILITY OF' THE CONTRACTOR TO MAINTAIN CONFORM TO THE "MANUAL OF TRAFFIC CONTROLS", LATEST ExriON, BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS, LATEST 9. MASK OR BAG ALL CONFLICTING SIGNS AND ALL CONFLICTING STRIPING EDITION. AND PAVEMENT MARKINGS ARE TO BE REMOVED FROM THE PAVEMENT BY 2. ALL WORK SHALL BE DONE IN AC''ORDANCE WITH THESE PLANS AND THE WET SAND BLASTING BY THE CONTRACTOR, OR AS DIRECTED BY THE CITY CITY OF FONTANA ENGINEERING DIVISION STANDARD SPECIFICATIONS ENGINEER. DATED 1975, AND ANY REVISIONS THEREAFTER. T 10. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE 3. ALL WORK AREAS SHALL BE COMPLETELY CONED AND/OR DEUNEATED ALL SIGNING, STRIPING, BARRICADES AND OTHER TRAFFIC CONTROL AND/OR BARRICADED FOR ANY WORK REQUIRING A LANE CLOSURE, DEVICES TO THEIR ORIGINAL CONDITION, OR TO THE SATISFACTION OF THE CONTRACTOR SHALL FOLLOW THE GUIDELINES IN THE LATEST EDITION OF CITY ENGINE7R. THE WORK AREA TRAFFIC CONTROL HANDBOOK. 11. REM6VZ OF ALL SIGNS AND LEGENDS SHALL BE COORDINATED WITH 4. ALL ADVANCE WARNING SIGNS SHALL BE REFLECTORIZED. THE CITY OF FONTANA TRAFFIC SECTION. STOP SIGNS WILL BE REMOVED 5. CONSTRUCTION TRUCK TRAFFIC MERGING INTO TRAFFIC LANES SHALL BE ONLY BY CITY FORCES. FIVE (5) DAYS ADVANCE WRITTEN NOTICE TO THE BY USE OF QUALIFIED FLAGMAN AND APPROPRIATE SIGNAGE AS DIRECTED CITY TRAFFIC SECTION IS REQUIRED TO COORDINATED WORK WITH CITY BY THE CITY ENGINEER, OR QUALIFIED FLAGGERS SHALL BE=USED WHERE ; FORCES. CONSTRUCTION -REDUCES THE ROAD WAY TO A SINGLE -THROUGH LANE OR `° 12. EXACT LOCATION OF ALL EQUIPMENT AND CONTROL DEVICES TO BE WHERE THROUGH TRAFFIC MUST STOP FOR EQUIPMENT MOVEWERT. DETERMINED BY THE CITY ENGINEER, ADDITIONAL WARNING AND/OR 6. TRAFFIC SIGN DIMESIONS, - COLOR AND .LETTERING SHALL CONFORM TO ,.. CONSTRUCITON SIGNS MAY BE REQUIRED BY THE CITY ENGINEER. THE LATEST CALTRANS -SIGN SPECIFICATION SHEETS. 12,000 S. 7. A MINIMUM 12' TRAVEL LANE AND -EMERGENCY ACCESS SHALL BE EXCAVATION TO THIS \\Z" MAINTAINED AT ALL 'TIM S. - 7O CONSTRUCT MANHOLE PER A.P.W.A. STD. PL >0 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE BEDDING MATERIAL BELOW BOTTOM OF 32 CONSTRUCT 6" THICr, SHEET N0. 8. ADDED SHT 10 & 11 MOVEC LINE "C" REVISED CHANNE 4/16/0 A4�} rX 2 ° 20' a, w z J EXISTING A.C. PAVEMENT, I r R, x w M a �-Q--TACK COAT C/L TRENCH 10 OUANTI T Y. - 1O CONSTRUCT 78" R.C.P. D-1350, BEDDING PER �i w NEW AC PAVEMENTZ_ X (THICKNESS IS BEDDING B + REPLACE WITH 3" THICK A.C. PAVEMENT. SEE DETAIL ON SHEET N0, 1. a GREATERA C Jd THANXC 138 L.F. wQ SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. 363 L.F. O I En TACK COAT OCONSTRUCT CASE 3. SEE DETAIL ON SHEET NO. 1. 60" R.C.P. D-1350 BEDDING PER '. PROPOSED } C 603 L.F. REPLACE A.C. PAVEMENT WITH EXISTING THICKNESS PLUS 1 INCH, SEE DETAIL - ---° 350 L.F. 0. CONSTRUCT 54" R.C.P. D-1350, BEDDING PER A.C.D.P.W. STD. PLAN 3080-2, 1 EA. " R, x w M a �-Q--TACK COAT \\`NATIVE SOIL\ CONSTRUCTION NOTES.- 10 OUANTI T Y. - 1O CONSTRUCT 78" R.C.P. D-1350, BEDDING PER L O.D.P.W. STD. PLAN 3080-2, 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 W=PER PLAN. SEE DETAIL ON SHEET NO. 7 CASE 3. SEE DETAIL ON SHEET NO. 1 BEDDING B + REPLACE WITH 3" THICK A.C. PAVEMENT. SEE DETAIL ON SHEET N0, 1. 1067 L.F. 22 CONSTRUCT 72" R.C.P. D-1350, BEDDING PE.'R L.�.C.D.P.W. STD. PLAN 3080-2, z \9260 138 L.F. CASE 3. SEE DETAIL ON SHEET NO. 1 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. 363 L.F. O CONSTRUCT 66" R.C.P. D-1350, BEDDING PEF L A.C.D.P.W. STD. PLAN 3080-2, MIN.. 28 REMOVE INTERFERING OCONSTRUCT CASE 3. SEE DETAIL ON SHEET NO. 1. 60" R.C.P. D-1350 BEDDING PER '. J D.P.W. STD. PLAN 3080-2, 603 L.F. REPLACE A.C. PAVEMENT WITH EXISTING THICKNESS PLUS 1 INCH, SEE DETAIL CASE 3. SEE DETAIL ON SHEET N0. 1. 350 L.F. _ O CONSTRUCT 54" R.C.P. D-1350, BEDDING PER A.C.D.P.W. STD. PLAN 3080-2, 1 EA. CASE 3. SEE DETAIL ON SHEET N0. 1. REMOVE AND REPLACE EXISTING CURB AND GUTTER. 1310 L.F. OCONSTRUCT 36" R.C.P. D-1350, BEDDING PEE' A.C.D,P.W. STD. PLAN 3080-2, CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 333-1 W/BARRIER 12,000 S. CASE 3. SEE DETAIL ON SHEET NO. 1. EXCAVATION TO THIS \\Z" 222 L.F. 7O CONSTRUCT MANHOLE PER A.P.W.A. STD. PL >0 v0. 320-1. SEE SHEET NO. 8. 8 EACH O CONSTRUCT JUNCTION STRUCTURE PER A.P .. STD. PLAN NO. 322-1. SEE BEDDING MATERIAL BELOW BOTTOM OF 32 CONSTRUCT 6" THICr, SHEET N0. 8. NO. 4. 3 EACH 9 SEAL PIPE WITH 8" BRICK AND MORTAR OR z CONCRETE PLUG. 4 EACH \\`NATIVE SOIL\ 6" AGGREGATE BASE 10 CONSTRUCT CURB OPENING CATCH BASIN PE' .A.P.W.A. STD. PLAN NO. 300-2, 90% COMPACTED 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 W=PER PLAN. SEE DETAIL ON SHEET NO. 7 2 EACH BEDDING B + REPLACE WITH 3" THICK A.C. PAVEMENT. SEE DETAIL ON SHEET N0, 1. 330 TON 11 CONSTRUCT 42" C.S.P. RISER PER CITY OF F;,�ERSIDE STD. DWG. NO. 412. SEE DETAIL ON SHEET NO. 9. 3 EACH z \9260 138 L.F. 12 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. S.F. MIN.. 28 REMOVE INTERFERING PORTIONa OF EXISTING RIPRAP PROTECTION. 6,500 S. 13 REPLACE A.C. PAVEMENT WITH EXISTING THICKNESS PLUS 1 INCH, SEE DETAIL BEDDING PER LACDPW 14 ON SHEET NO. 1. 150 TON 1 EA. . .. : x.:: ," ; . -•� MIN. REMOVE AND REPLACE EXISTING CURB AND GUTTER. 41 L.F. STD PLAN N0. 3080-2, CASE 3. 15 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 333-1 W/BARRIER 12,000 S. EXCAVATION TO THIS \\Z" - SEE DETAIL HEREON a16 PER S.B.C.F.C.D. STD. S.P. 101-1,2,3. SEE DETAILS ON SHT. 7 do 9. CONCRETE ENCASE EXISTING SEWER '38 L.F.) PER DETAIL ON SHT. NO. 2. 1 EACH BEDDING MATERIAL BELOW BOTTOM OF 32 CONSTRUCT 6" THICr, ;ONCRETE APRON. SEE DETAIL ON SHEET NO. 4. 1 EACH RCP SHALL BE 1/12D' FOR PIPES 39" 17 SEE S.S.P.W.C. SECTION 303 FOR SPECIFICATIONS. CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN NO. 331-2. 18" O.D. 18" AND LARGER IN DIAMETER. AND 4" FOR C OF N iuTY NonFlCAnoN LIST. SEE SHEET NO. 7. 4 EACH ' w' DETAIL 18 CONSTRUCT 27" R.C.P. D-1350, BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2, CASE 3. SEE DETAIL ON SHEET NO. 1. 18 L.F. 1 N.T.S. CITY OF FONTANA 19 CONSTRUCT 24" R.C.P. D-1350, BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2. 10 L.F. 1" BELOW ANY BELL OR COLLAR. ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER CASE 3. SEE DETAIL ON SHEET N0. 1. 8353 SIERRA AVENUE _ . - 20 REMOVE EXISTING GUARD POST. 15 EACH N ANAHEIM,- CA. 92807 21 CONSTRUCT 18" R.C.P. D-1500, BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2, RCP 60" OR LESS IN DIAMETER, 10" FOR RCP 63" TO 108" INCLUSIVE IN of TOP OF BEDDING B BACKFILL AS CASE 3. SEE DETAIL ON SHEET NO. 1. 18 L.F. _UNLESS OTHERWISE NOTED SPECIFIED 22 " REMOVE EXISTING CATCH BASIN .A.ND INTERFERING PORTIONS OF 24 PIPE. 1 EACH IN SPECIFICATIONS BE ANY DIMENSION GREATER THAN THE ABOVE SPECIFIED MINIMUM, UNLESS 1981 W. LUGONIA AVENUE ;=' =" _ • ` -� - '' 23 CONSTRUCT CATCH BASIN PER CALTRANS STD. D-73, TYPE G1. SEE DETAIL 1 EACH ASTt., CABLE TV).,' 3. WHERE COVER IS GREATER THAN 10'-0", W MEASURED AT TOP OF PIPE SHALL ON SHEET NO. 7. ' 24 CONSTRUCT CONCRETE COLLAR PER A.P.W.A. STD. PLAN NO. 380-3. SEE DETAIL 2 EACH FOR RCP OVER 108 IN DIAMETER UNLESS THE CONTRACTOR AT HIS OWN ,' ON SHEET NO 9 O ii COR RAWINGS 79 APPROVED BY: S THIENE.5. EN66 1 DAfE CML ENGINEER FOR LE.U.A. �_ i� EXCAVATED BANK .9 CONSTRUCT, CONCRETE ENCASEME ER DETAIL ON SHEE W W 0. 3. 15 L.F. OR SHEETING 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 CONNECTION AND RISER GRADING, ADDED DET. 333-1, DELETED DET. 183-A ADDED CONC. APRON. BEDDING B + REPLACE WITH 3" THICK A.C. PAVEMENT. SEE DETAIL ON SHEET N0, 1. 330 TON Q BEDDING A 27 CONTRUCT CHANNEL WALL PER DETAIL ON SHT. NO. 10. RECORD DRAWING 138 L.F. H A• 1/2 ZYO MIN.. 28 REMOVE INTERFERING PORTIONa OF EXISTING RIPRAP PROTECTION. 6,500 S. 1/15 D' 29 CONSTRUCT BOLLARD CIER DETAIL ON SHEET ; NO. 11. 1 EA. . .. : x.:: ," ; . -•� MIN. 30 CONSTRUCT 24" THICKNESS 1/4 TON GROUTED RIPRAP. 12,000 S. EXCAVATION TO THIS \\Z" MIN. LINE PERMITTED 31 CONSTRUCT CHANNE. ENCE PER S.B.C.F.C.D. SPECIAL DWG. NO. 2. 13P _.r. BEDDING MATERIAL BELOW BOTTOM OF 32 CONSTRUCT 6" THICr, ;ONCRETE APRON. SEE DETAIL ON SHEET NO. 4. 2 EACH RCP SHALL BE 1/12D' FOR PIPES 39" AND LARGER IN DIAMETER. AND 4" FOR C OF N iuTY NonFlCAnoN LIST. RCP LESS THAN 39" IN DIAMETER. IN NO CASE SHALL IT BE LESS THAN CITY OF FONTANA PACIFIC BELL CO. 1" BELOW ANY BELL OR COLLAR. ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 8353 SIERRA AVENUE _ . - 3939 E. CORONADO STREET 1. W AT SPRING UNE SHALL NOT BE LESS THAN THE: FOLLOWING: 6" FOR FONTANA, CA. 92335 ANAHEIM,- CA. 92807 RCP 60" OR LESS IN DIAMETER, 10" FOR RCP 63" TO 108" INCLUSIVE IN (909) 350-6632 , (714) 666-5467 DIAMETER. THESE DIMENSIONS MAY INCLUDE THE THICKNESS OF ANY 2. SHEETING. WHERE COVER IS 10'-0" OR LESS, W MEASURED AT THE TOP OF THE RCP MAY SO. CALIF. GAS. CO. r ATTN: DENNIS FREEMAN -UNDERGROUND -SERVICE ALERT - BE ANY DIMENSION GREATER THAN THE ABOVE SPECIFIED MINIMUM, UNLESS 1981 W. LUGONIA AVENUE ;=' =" - _ '_ " - F • ` -� - '' OTHERWISE SPECIFIED ON THE PROJECT DRAWINGS. REDLANDS, CA. 92374 ' ^ '• ''-Co- o ASTt., CABLE TV).,' 3. WHERE COVER IS GREATER THAN 10'-0", W MEASURED AT TOP OF PIPE SHALL (909) 335-7547 - J -A`TTN- ' NOT BE GREATER THAN 10" FOR RCP 108" IN DIAMETER OR LESS, OR 12" . }(.NAYES ; EMER. (800) 427-2200 ., d_ FOR RCP OVER 108 IN DIAMETER UNLESS THE CONTRACTOR AT HIS OWN ,' - 1205'�aN AVENUE EXPENSE PROVIDES CASE I BEDDING OR STRONGER RCP. THESE DIMENSIONS ' ' }:flNTARtO; CA. . 91761 INCLUDE THE THICKNESS OF ANY SHELE7IING. SO. CAUF. EDISON CO. (909) •390-4738 :. 4. SCREED BEDDING A TO FIT CURVATURE AND GRADE OF RCP. TYPE OF SCREED 300 N. PEPPER AVE. ' AND THE METHOD OF USE TO BE APPROVED BY THE ENGINEER. RIALTO, CA. 923766 _ GENERAL TELEPHONE CO. ` 5. FOR RCP 27" IN DIAMETER AND LARGER, BEDDING A SHALL BE COMPOSED OF SAND, 3/4" OR 1/2" CRUSHED ROCK, NO. 3 OR 4 CONCRETE AGGREGATE OR 909 820-5598 - UNDERGRND ATTN: "STEVE HOCK GRAVEL OR OTHER GRANULAR MATERIAL AS SPECIFIED AND SHALL HAVE A SAND 910 875-5100 - TRANS 213 637-1233 - PIPELINES 1909 1400 E. PHILLIPS BLVD. ONTARIO,- CA 91766 - EQUIVALENT VALUE OF NOT LESS THAN 20 UNLESS OTHERWISE APPROVED BY 357-6223 - DISTRICT ( 800) 422-41.33 THE ENGINEER. 6. WHERE RCP SMALLER THAN 27" IN DIAMETER IS USED, THE REQUIREMENTS IN NOTE 2 SHALL BE MET EXCEPT THAT A GRADATION NO COARSER THAN NO. 4 SAN BERANRDINO COUNTY INLAND EMPIRE UTILITY AGENCY CONCRETE AGGREGATE OR NO COARSER THAN 1/2- CRUSHED ROCK SHALL BE USED. TRANSPORTATION/ FLOOD 9400 CHERRY AVE., BLDG. A. 7. BEDDING B SHALL BE COMPOSED OF SAND OR OTHER GRANULAR MATERIAL AND CONTROL DEPT. FONTANA, CA. 92335 SHALL HAVE A SAND EQUIVALENT VALUE NOT LESS THAN 20 AS SPECIFIED IN 825 EAST THIRD STREET P.O. BOX 697 SUBSECTION 306-1.2.1 AS AMENDED UNLESS OTHERWISE APPROVED BY THE SAN BERNARDINO, CA. RANCHO CUCAMONGA, CA. 91729 ENGINEER AND SHALL BE COMPLETED PRIOR TO PLACING THE BALANCE OF THE 92415-0835 (909) 357-0241 BACKFILL. THE MAXIMUM ROCK SIZE FOR BEDDING B SHALL BE 4" IN THE (909) 387 2800 GREATEST DIMENSION. NESTING OF ROCKS WILL NOT BE PERMITTED. 8. 3 -EDGE BEARING TEST LOAD FACTOR = 1.0. FONTANA WATER COMPANY ATTN: AL KROHN �r LA"C"D"P.�IV. M" PLM S 16803 SPRING ST. uqO&)-2 FONTANA, CA. 92335 Lcwt Updatc5/1/02 PIPE BEDDING IN TRENCNFS CASE 3 (909) 2322-2201 2007SD- M1.dw9 O ii COR RAWINGS 79 APPROVED BY: S THIENE.5. EN66 1 DAfE CML ENGINEER FOR LE.U.A. �_ i� 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 CONNECTION AND RISER GRADING, ADDED DET. 333-1, DELETED DET. 183-A ADDED CONC. APRON. t RECORD DRAWING 3/18 H A• ZYO TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. M 6n6s Engineering, /nc. IAEMM 0 VVAA EW APEWUE Ci LA MPACK MUFORM4 906M Ile rAVM4)W1-417J * PCE. NO. 43293 * Prepared Under The Supervision Of Exp. 3-31-04 / q�C Cl IV Of, �4` Date : !4102 C A��F HAIDOOK I. AGHALAN RCE NO. 43293 FOR PUBLIC BID INLAND EMPIRE UTILITIES AGENCY LOCATION MAILING ADDRESS 9400 Cherry Avenue, Building A Post Office Box 697 Fontana, California 92335 Rancho Cucamonga, California 91730 Telephone (909) 357-0241 CITY OF FONTANA, CALIFORNIA JURUPA AVENUE STORM DRAIN DRAM BY: SCALE: VW. 1' = 4 B"/ANTITLE SHEET Hoz r = 40' DESIGNED BY: DATE- . Bw 5/01/02 CHECKED BY: BY: DRAWING NO: IIIA t • S •o-2. � 306 CITY ENGINEER R.C.E. 51152 DATE: