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THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT DELTA RADIUS LENGTH TANGENT -0 A 17°05'23' 250,00' 74,57' 37,56' B 9'05'00' 285.00' 45.18' 22.64' C 25°49'03' 860.21' 387,61' 197.15' X 17°57'50' 780.21' 244.62' 123.32' Y 26°32'05' 65,00' 30.10' 15.33' Z 21°07'21' 65,00' 23,96' 12.12' 8TCWLM1N1M)0fi0WMEAW - GENER& NO&HS 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT 300 IT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE / 0 20 40 80 120 Al 22°00'36' 65.00' 24.97' 12,64' B1 21*58'43' 65.01' 24.94' 12.62' Cl 180'00'00' 2100' 6128' ........................... D1 18°56'02' 300' 99.14' 50,02' El 15°44'42' 600' 164.88' 82.96' F1 35°18'17' 827.21' 509,71' 263.24' 61 21`35'55' 813.21' 306,55' 155.12' 8TCWLM1N1M)0fi0WMEAW - GENER& NO&HS 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT 300 IT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE OTHERWISE NOTED. AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED VALVE OPERATION AND WATER REQUIREMENTS. BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. GCS 6-1 2` 1500 64' 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. IMPLEMENTING DETOURS. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 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 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT WITHIN THE CITY LIMITS. CALL (909) 350-7610. TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER 18- THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM TRAFFIC CONTROL DEVICES AT ALL TIMES. 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 EMERGENCY VEHICLES. FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 19. THE CONTRACTOR SHALT PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY ADEQUATE WATERING, AT ALL TIMES. SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. PRIOR WRITTEN APPROVAL. 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. SEPARATE PERMIT FOR THAT PURPOSE. 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND OBTAINED. ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY BEFORE EXCAVATION. NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. S, mm d BAR SPACING mm 300 IT 244 7' 450 i8 240 7' 00 24' 244 154 L30' 240(7') 900 36` 244 r 1030 42' 210 S 4 48' 1220•( 11,8x,0 5' 1350 ' d't GCS 6-1 2` 1500 64' 180 5` 1650 66' 184 4` 1800 72' 120 (3-1127) 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, CLEAN OUT 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. MINIMUM D -LOAD FOR ALL RCP IS 1350. C*0)V6WWMVAV1"E5- 0 SAWCUT AND REMOVE EXISTING AC PAVEMENT O ADJUST TO GRADE EXISTING EDISON MANHOLE. 0 REMOVE EXISTING CATCH BASIN AND 24" SD PIPE PER STORM DRAIN PLAN. 40 REMOVE AND RELOCATE EXISTING 12" VENT. OREMOVE AND RELOCATE EXISTING FIRE HYDRANT. OPROTECT EXISTING VAULT AND VENTS. OREMOVE AND RELOCATE EXISTING MONITARY WELL BY OTHERS. GCONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1000. 11 CONSTRUCT 8" CURB PER CITY OF FONTANA STD. NO. 1000. 12 CONSTRUCT CURB TRANSITION FROM 0" TO 8" CF SEE DETAIL ON SHEET 2. 13 CONSTRUCT COMMERCIAL DRWY ENTRANCE PER CITY OF FONTANA STD. NO. 1002 (MODIFIED) GCONSTRUCT 4" THICK CONC. SIDEWALK PER CITY OF FONTANA STD. NO. 1006. 15 CONSTRUCT 6.5" MIN. ASPHALT CONC. PAVEMENT OVER 12" MIN (95%) COMPACTED SUBGRADE. GCONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 403 (W=8'). 17 GRIND AND OVERLAY 1 1/2 AC AS NEEDED TO MATCH EXISTING PAVEMENT AND aSMOOTH TRANSITION. CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. N0. 3003 CASE A. GCONSTRUCT CATCH BASIN PER STORM DRAIN PLAN DRAWING NO. 4361. 20 CONSTRUCT TYPICAL ROCK TREATMENT PER CITY OF FONTANA STD. DWG. 5045. 21 CONSTRUCT CATCH BASIN PER SHEET NO. 4. 22 INSTALL STREET LIGHT PER STREET LIGHTING PLANS S 5. A HEADED STEEL STUD 16 mm x 160 mm- WITH A 25* mm* HEAD "(5/8" x 6-3/8", 1" HEAD) ATTACHED B_ Y A FULL' PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR. 6. NORMAL CURB FACE AT. POINT M AND 0. CURE FACE 1S B + 125 mm (5") AT POINT N AND P. 7. THE' 75 mm (3") LEG' OF THE 16 mrn (5/8") :DIA' ANCHORS SHALL BE PARALLEL TO THE TOP' OF SIDEWALK. 8_ SLOPE = 2.0%. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION ST +c �N . PARKWAY DRAIN'.. NOTES 23 CONSTRUCT PARKWAY CULVERT PER A.P.W.A. NO. 151-1, S= PER PLANS, SEE SHEET 2 FOR DETAIL. 1.- .FLOOR OF SOX SHALL. BE TROWLEO SMOOTH. :. 24 CONSTRUCT STANDARD BUS BAY PER CITY OF FONTANA STD. DWG. NO. 1005. 2. iF.-THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE T 25 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. N0. 1003. BEGINS 'AT THE TOE RATHER THAN AT THE R/W LINE. 3. FOR OPEN DITCH (TYPE 2), THE 600 mm (24"} EXTENSION BEYOND '. 26 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 3003 CASE C. THE R/W' LINE IS NOT REQUIRED WHEN BACK OF WALK IS 600 mm (24!'). OR. MORE FROM THE R/W LINE; HOWEVER, - .THE -.PIPE SHALL EXTEND. 27 CONSTRUCT MODIFIED CURB OPENING CATCH BASIN WITH MANHOLE IN STREET TO THE R/W LINE IN ANY EVENT. PER A.P.W.A STD. DWG. NO. 307-2. 4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH ADJACENT 28 CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER A.P.W.A. STD. DWG. 313-2 CASE G. URF EWHERE PRACTICAL AC ^ "^r �" S 5. A HEADED STEEL STUD 16 mm x 160 mm- WITH A 25* mm* HEAD "(5/8" x 6-3/8", 1" HEAD) ATTACHED B_ Y A FULL' PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR. 6. NORMAL CURB FACE AT. POINT M AND 0. CURE FACE 1S B + 125 mm (5") AT POINT N AND P. 7. THE' 75 mm (3") LEG' OF THE 16 mrn (5/8") :DIA' ANCHORS SHALL BE PARALLEL TO THE TOP' OF SIDEWALK. 8_ SLOPE = 2.0%. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION ST +c �N . PARKWAY DRAIN'.. SHEET 2 of 2 CURB FACE T1 4'51'54' 300.00' 25.47' 12.74SCALE1" 40 ' N.T.S. := BASIS OF BEARINGS: BENCH MARK: REV. REVISION DESCRIPTION DATE ENGR. CITY DATE �Thie/Ies E�giflee/iflg, Q /roc. CITY � OF ®NTCALIFORNIA THE BEARINGS SHOWN HEREON ARE SAN BERNARDINO COUNTY SURVEYOR B.M. O QROFESS��Nq� ® CML ENGINEERING • LAND SURVEYING BASED ON THE CENTERLINE OF SPSN-00485 FOUND RAILROAD SPIKE IN SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �� � I. q F,f, 14349 FIRESTONE BOULEVARD oo cy a MIR4D.4, cALIFORN64 90638 STREET IMPROVEMENT Pt_ANS COUNTY DUMP ROAD AS PER RECORD POWER POLE, 2 MILES NORTH ALONG SIERRA o COMMENCE WITHIN TWO YEARS Old THE DATE OF APPROVALS � 10 y, � ® PH. (714)521-4811 Fi4X(714)521-4173 OF SURVEY BOOK 79 PAGE 6, RECORD AVENUE FROM HIGHLAND AVENUE, 30 FEET �' �' DRAWN BY:" _ 4, Q- � � � � RRALAKES. SCALE.HORI�Z. 11 = 40 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, � = z ;' Prepared Under The Su ervision Of . AC SIERRA LAKES PKWY AND CASMALIA STRE ' OF SURVEY, IN THE CITY OF FONTANA, EAST OF THE C/L OF SIERRA AVENUE, * R.C.E. N0. 43293 * P P RECORDS OF THE COUNTY OF 2 FEET NORTH OF THE S/E CORNER OF DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO �, � DESIGNED BY- PARCEL MAP 18189 DATE: SAN BERNARDINO, STATE OF CALIFORNIA. SEC. 18, TIN, R 5 W, SBBM, FACING N W. BEFORE .� DAYS BEFORE [BRING THEM INTO CONFORMANCE WITH CONDITIONS AND � Exp. 3-31-10 : AC FROM SERRA A E OF SORRA AVE 10/01/07 / YOU DIG YOU DIG 9 DRAWING NO.: STANDARDS IN EFFECT. F O Date : Z� D 2 � C � V 1 � CHECKED BY: APPROVED BY: , ELEVATION = 1,815.971 T❑LL FREE 1-800-227-2600 REVISED CURB PROFILE. of C AL�� ' NGVD 1929 FONTAND QUAD 1980 ADJ. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT AIDOOK I. AGHAAN RCE N0. 43293 HIA / / WIMOVED PROPOSED CATCH BASIN ® STA, 12+74.10. 9 e o //,d• CITY ENGINEER R.C.E. 51152 DATE: 4361 4 Last Update: 8/21/08 N:\2600-2699\2642\2642B\STREET-CASMALIA\26428-ST02.d