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Home My WebLink About3025-1I � lwjimKWm3 GYTYOFFON MN4 ALINES FOR 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 BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2 WHEN 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 SWILL 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 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 PUBUC RIGHT–OF–WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5 THE CONTRACTOR SHALL CONFIRM 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. 6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7 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. 8 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. 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE 10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SWILL BE THE 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. 11 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 I THEIR FACILITIES. 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SWILL. COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13 CURVE DATA REFERS TO THE FACE OF THE CURB 14 STATIONING REFERS TO THE CENTERLINE OF STREETS 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 MXZNN A ENTS, 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 SHILL. 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 TILS. 20 ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21 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. 22 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23 A GEOTECHNK:HAL ENGINEER SWILL 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. 24 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. 25 THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARDS DETAILS. 26 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27 THE SEWER CONTRACTOR SHALL STAMP AN 'S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL 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 STE RILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31 PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32 ACTUAL THICKNESS OF A.C. PAVEMENT MND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICIV REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33 ALL MANHOLES, CLEAN OUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34 UPON COMPLETION OF CONSTRUCTION CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING BARRICADES, AND OTHER TRAFFIC CONTROL DEVICE§ TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35 CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36 AS–BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SWILL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. STR T IM ROV M NT ANS FOR �vI NUE= Af JE:> KAIE3 E= wl I_ -PROPERTY LINE R/W -RIGHT OF WAY EXIST. CABLE TV CONDUIT -CENTERLINE ARCH. -ARCHITECTURAL T.C. -TOP OF CURB F.L. -FLOW LINE F.S. -FINISH SURFACE T.S. -TOP OF CONCRETE SLAB H.P. -HIGH POINT F.F. -FINISH FLOOR R.D. -ROOF DRAIN R.C.P. -REINFORCED CONCRETE PIPE INV. -INVERT S = -SLOPE F.G. -FINISH GRADE S.D. -STORM DRAIN T.R. -TOP OF RAIL ST.LT. -STREET UGHT G.B. -GRADE BREAK H -HEIGHT OF RETAINING C.F. -CURB FACE B.W. -BACK OF WALK L.S. -LANDSCAPING A.B. -AGGREGATE BASE P.V.C. -POLYVINYLCHLORIDE C.I.P. -CAST IRON PIPE F.H. -FIRE HYDRANT P.P. -POWER POLE C.B. -CATCH BASIN R= -RATE OF GRADE B.C.R. -BEGIN CURB RETURN E.C.R. -END CURB RETURN L.P. -LOW POINT S.W. -STEM WALL T.O.P. -TOP OF PIPE B.O.P. -BOTTOM OF PIPE T.F. -TOP OF FOOTING T.W. -TOP OF WALL C.M.B. -CRUSHED MISC. BASE S.F. -SQUARE FEET (0.00) -EXISTING ELEVATION B.O.W. -BOTTOM OF WALL T.G. -TOP OF GRATE N.G. -NATURAL GRADE TOP -TOP OF SLOPE TOE -TOE OF SLOPE E.P. -EDGE OF PAVEMENT A.C. -ASPHALT CONCRETE C.L.F. -CHAIN LINK FENCE CONC. -CONCRETE PKWY DRAIN -PARKWAY DRAIN H.C. -HANDICAP EXIST. -EXISTING TRANS PAD -TRANSFORMER PAD BLDG -BUILDING M.H. -MANHOLE T.B. -TOP OF BERM R.D. -ROOF DRAIN R/R.L. -RIDGE LINE G.B. -GRADE BREAK I.E.U.A. -INLAND EMPIRE UTILITIES AGENCY N.R.W. -NON-RECLAIMABLE WASTEWATER 'c�FH EXIST. FIRE HYDRANT _ - - -CATV- - - - EXIST. CABLE TV CONDUIT W EXIST. WATER METER (909) 335-7547 EXIST. EDGE OF A.C. PAVEMENT e" EXIST. WATER VALVE _ — = EXIST. CURB AND GUTTER OCAS `f EXIST. GAS VALVE s 8,. EXIST. SANITARY SEWER - - - GUY WIRE/DEADMAN – UNDERGRND NRW 8" EXIST. NON -RECLAIMABLE WASTEWATER OR -o- F EXIST. POWER POLE 24" S° = — - EXIST. STORM DRAIN -+--* EXIST. TRAFFIC SIGNAL 9400 CHERRY AVE., BLDG. A. CONTROL DEPT. -�� EXIST. CROSSWALK SIGNAL - - C3 EXIST. GAS UNE O STREET UGHTING BOX T EXIST. TELEPHONE CONDUIT FUTURE EXIST. STREET LIGHT _W10" EXIST. WATER LINE SDMH EXIST. STORMDRAIN MANHOLE STREET LIGHT 16" EXIST. CONTOUR SVIH��a��.—�" EXIST. SEWER MANHOLE REMOVED OR RELOCATED AT -THE DIRECTION OF THE ENGINEER. vLT. L�- EXIST. VAULT NEW PIPE LINE _ — UTILITIES ARE TO BE RELOCATED BY THEIR RESPECTIVE OWNERS. — - - — PROPERTY LINE c- TREE NEW FIRE HYDRANT ' o NEW WATER METER TSB ❑ EXIST. TRAFFIC SIGNAL BOX • NEW WATER VALVE Gm EXIST. GAS METER d NEW THRUST BLOCK M13 EXIST. MAIL BOX O NEW SEWER MANHOLE GUTTER FOR PUBLIC WORKS CONSTRUCTION. O NEW SEWER CLEAN OUT TMH 5. IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY � fmmmmm f li if CITY OF FONTANA PACIFIC BELL CO. ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, 92335 ANAHEIM, CA. 92807 (909) 350-6632 (714) 666-5467 SO. CALIF. GAS. CO. VNDERGROUND SERVICE ALERT ATTN: DENNIS FREEMAN (800) 227-2600 1981 W. LUGONIA AVENUE REDLANDS, CA. 92374 COMCAST (CABLE TV) (909) 335-7547 ATTN: JACK HAYES ME . (800) 427-2200 1205 DUPONT AVENUE SPRING ST. ONTARIO, CA. 91761 PROFILE (909) 390-4738 SO. CALIF. EDISON CO. NEW A.C. OVERLAY NEW STORM DRAIN PIPE 300 N. PEPPER AVE. ® RIALTO, CA. 923766 GENERAL TELEPHONE CO. – UNDERGRND ATTN: STEVE HOCK 910 875-5100 – TRANS 1400 E. PHILLIPS BLVD. 1909820-5598 213 637-1233 – PIPELINES ONTARIO, CA. 91766 9091 357-6223 – DISTRICT (800) 422-4133 SAN BERANRDINO COUNTY INLAND EMPIRE UTILITIES AGENCY TRANSPORTATION/ FLOOD 9400 CHERRY AVE., BLDG. A. CONTROL DEPT. FONTANA, CA. 92335 825 EAST THIRD STREET P.O. BOX 697 SAN BERNARDINO, CA. RANCHO CUCAMONGA, CA. 91729 92415-0835 (909) 357-0241 (909) 387 2800 FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY F 0 EXIST. TELEPHONE MANHOLE � NEW SEWER MANHOLE FONTANAL ATTERKROHCOMPANY 2 TYPICAL CROSS SECTIONS ATTN: AX 1854.69 EXIST. GRADE ELEVATION16803 ® NEW CATCH BASIN SPRING ST. INTERIM – JURUPA AVENUE–STREET PLAN do PROFILE FONTANA, CA. 92335 INTERIM – MULBERRY AVENUE–STREET PLAN NEW A.C. OVERLAY NEW STORM DRAIN PIPE (909) 822-2201 ® COLD PLANE AND OVERLAY 3 CONSTRUCTION NOTES BUBBLE aSH97 Of A19M COA67AW7MW&=- � ■ ■ mmr CITY/COUNTY BOUNDARY LINE PROPOSED CONTOUR 1. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH THE PROJECT SPECIFICATIONS AS APPROVED BY THE INLAND EMPIRE UTILITIES AGENCY, S77lE&TL43qM THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION) AND I.E.UA STANDARD STANDARD DETAIL SHEET OF THIS PLAN SET (SHTS. No. 7 & 'Z) AS APPROPRIATE. 22000 LUMEN HPSV STREET LIGHT (200WATT; X20) 30 FT LUMINAIRE HEIGHT 2. ANY CONTRACTOR PERFORMING WORK ON THIS _PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY FUTURE STREET LIGHT LOCATION W=12'-12' RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT (22000 LUMEN HPSV; 200 WATT, #20) 32 _O SHOWN ON THESE PLANS. EXISTING STREET LIGHT 16" 3. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE 1 REMOVED OR RELOCATED AT -THE DIRECTION OF THE ENGINEER. — _ — UTILITIES ARE TO BE RELOCATED BY THEIR RESPECTIVE OWNERS. 4.2%I SPECI�FlCATIONS FOCTOR IS R PUBLIC WORRED TO KS CONSTRUCTIONON 5 OF THE . T 4. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT TOP �� LOCATED IN THE FIELD UNLESS OTHERWISE NOTED ON THE PLAN. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS. GUTTER FOR PUBLIC WORKS CONSTRUCTION. 8'CF CURB FACE 5. IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION 6424 OF THE CALIFORNIA LABOR CODE, THE CONTRACTOR FLAN SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY. 6. CALL UNDERGROUND SERVICE ALERT (800-422-4133) FOR UNDERGROUND LOCATIONS 48 HOURS BEFORE DIG. 6' 3' DEPRESSION 6' BACK OF 51DElNAIJ( GUTTER F.L TRANS. TRANS. 7. THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PERMIT 48–HRS TOP OF CURB PRIOR TO THE TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT–OF–WAY 4,4.2% THE CONTRACTOR IS REFERRED TO SECTION 7-10.3 OF THE STANDARD SPECS. FOR PUBLIC WORKS CONSTRUCTION. 1"CF " 8. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC A42N 8 CF 8 Cr STRIPING AND/OR PAVEMENT MARKINGS WHICH DURING HIS OPERATIONS HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF WHICH HAS PRIOR TO STARTING ANY WORK WITHIN FLOOD CONTROL DISTRICT AND COUNTY RIGHT–OF–WAY, ELEVATION BEEN REDUCED. RENEWAL OF PAVEMENT STRIPING & MARKINGS SHALL A CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FLOOD CONTROL DISTRICT AND COUNTY OF SAN BERNARDINO, BE DONE IN CONFORMANCE WITH SECTION 310-5.6 OF THE STANDARD DEPARTMENT OF PUBLIC WORKS. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO (2) WORKING DAYS SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. PRIOR TO STARTING OF ANY WORK WITHIN DISTRICT AND COUNTY RIGHT–OF–WAY. CALL (909) 387-8046. p/L 9. ALL SEWER MAINS SHALL BE BELL AND SPIGOT EXTRA STRENGTH VITRIFIED 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 APPURTENANCES DURING GRADING OPERATIONS AND HE SHALL MAKE OR CAUSE TO BE MADE THE NECESSARY REPAIRS AT HIS EXPENSE. PAVEMENT SECTION NOTES: SUBGRADE SOILS SHOULD BE COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION (ASTM D1557) TO A DEPTH OF AT LEAST 12 INCHES. ASPHALTIC CONCRETE SHOULD BE COMPACTED TO 95% RELATIVE COMPACTION (CA 304) AND CONFORM TO THE CITY OF FONTANA REQUIREMENTS. AMOUNT OF PAVEMENT WILL BE DETERMINED BY SOIL TEST. SOILS ENGINEER SHALL PROVIDE TESTS AFTER STREETS HAVE BEEN ROUGH GRADED. PLAN MUST BE REVISED TO SHOW ACTUAL STRUCTURAL SECTION TO BE CONSTRUCTED. CONTRACTOR SHALL MAINTAIN THE PIPELINE OPERATION DURING THE CONSTRUCTION. DIVERSION TIME FOR THIS OPERATION IS 2 HOURS AND SHOULD BE COORDINATED WITH LE". INSPECTOR DURING CONSTRUCTION. CONTRACTOR SHALL PUT A TEMPORARY 6' PIPE TO DIVERT FLOW AND MAKE SURE THAT NO LEAK OR SPILL DURING THIS TEMPORARY CONNECTION OR SHALL PUMP TO DIVERT FLOW WITHOUT SPILLING ANY INDUSTRIAL WASTE INTO THE GROUND TO CONTAMINATE THE SOIL CLAY PIPE (VCP) SEWER PIPE UNLESS OTHERWISE NOTED ON THE PLANS. 30 VAPI 10. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY LOCATION JOIN AND ELEVATION OF EXISTING SEWER MAIN(S) AND NOTIFY AND OBTAIN APPROVAL 7PAVEMENT + EXISTING OF THE DESIGN ENGINEER AND IDEA OF ANY VARIATION FROM DESIGN. 13X 2%-� — 11. CONSTRUCTION SHALL NOT BEGIN ON FACILITIES TO BE OWNED BY I.E.UAply,UNTIL AFTER THE ISSUANCE OF A PERMIT BY I.E.UA TO ALLOW THE IP °'. 3' DEPRESSION PAVEMENT CONSTRUCTION AND ALSO AFTER A PRE–CONSTRUCTION CONFERENCE NEW AC TO BE HELD AT LEAST 1 WEEK PRIOR TO BEGINNING CONSTRUCTION. PAVEMENT 12. IN ADDITION, I.E.UA AND THE CITY OF FONTANA SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION IN THE VICINITY OF THE TRUNK SEWER OR ANY FACILITIES OWNED AND OPERATED BY I.E.UA ,SECTION AND/OR CITY OF FONTANA. 13. ALL TRENCHING AND/OR SHORING SHALL MEET REQUIREMENTS OF CAL–OSHA. NOTE: 14. THE CONTRACTOR SHALL SUBMIT COPIES OF HIS DEPARTMENT OF INDUSTRIAL THE CITY OF FONTANA DRIVEWAY ORDINANCE REQUIRES: SAFETY PERMIT TO I.E.UA AND TO THE CITY OF FONTANA. 1. THERE SHALL BE AT LEAST 20' OF FULL HEIGHT CURB BETWEEN DRIVEWAYS SERVING THE SAME LOT. 15. SHOP DRAWINGS AS REQUIRED BY THE PERMIT SHALL BE APPROVED BY 2. DRIVEWAY APPROACHES SERVING ADJOINING LOTS SHALL BE SEPARATED BY AT LEAST 1' OF I.E.UA PRIOR TO BEGINNING OF THE CONSTRUCTION. FULL HEIGHT CURB. 3. NO PORTION OF A DRIVEWAY APPROACH SHALL EXTEND IN FRONT OF AN ADJOINING LOT. 16. UNLESS OTHERWISE APPROVED, LOW PRESSURE WATER TEST FOR THE GRAVITY 4. INSTALL 1/4' EXPANSION JOINT FILLER AT LIMITS OF DRIVEWAY APPROACH. SEWER LINES AND PRESSURE WATER TEST FOR THE PRESSURIZED PIPELINES SHALL BE PERFORMED IN CONFORMANCE WITH SECTION 306-1.4. OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. MODEY CO NEEK IAL 4%BASIS OF BEARING N.T.S. THE BASIS OF BEARINGS FOR THIS ASAP IS THE NORTH LINE OF SECTION 33, SHOWN AS N 89.34 51 E ON RECORD OF SURVEY FILED IN BOOK 51, PAGES 85 AND 86 OF RECORD OF SURVEYS, RECORDS OF THE COUNTY OF SAN BERNARDINO, CALIFORNIA. APPROVED BY: APPROVED BY: COUNTY OF SAN BERNARDINO 3 Z5 02 cmPA rrmew oP PUBLIC WORIK8 CIVIL ENGINEER FOR IEUA DATE Pja 34b- O -L CHIEF DESIGN ENGINEER DATE E ��ieneCrA ��ineerin��c. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NM OK I • qGyA COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �o '� ?, ® mIM4)MI-4011 X14)M1-417.1 DRV SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, `�` i z THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO R.C.E. wo• 43293 * Prepared Under The Supervision Of : OES BRING THEM INTO CONFORMANCE WITH CONDITIONS AND EV. 3-31-04 OI V Q� ' STANDARDS IN EFFECT. F \�- cHwE OF Narx�K iN acFDate N;2q;t � •��21 o SANTA AVE. oMww sr. In JURUPA FRANCIS Sr. I UWAY MM ANA AVE COUNNImy torr SAN BERNARD O. Cl1Y OF FONT AVENUE SAN BERNARD/NO CO. SHEET NO. DESCRIPTION 1 GENERAL NOTES AND DETAILS 2 TYPICAL CROSS SECTIONS 3 INTERIM – JURUPA AVENUE–STREET PLAN do PROFILE 4 INTERIM – JURUPA AVENUE–STREET PLAN do PROFILE 5 INTERIM – MULBERRY AVENUE–STREET PLAN do PROFILE 6 INTERIM – MULBERRY AVENUE–STREET PLAN do PROFILE 7 IEUA–STANDARD MANHOLE DETAILS 1101111111 a TTI I Lai UpftW 2/25/02 I