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HomeMy WebLinkAbout2024-1a A&SS/OXY J'T. CITY OF FONTANA .15 PAVING -NOTE PRIVATE ENGINEER'S NOTE ACTUAL THICKNESS OF BASE MATERIAL TO BE DETERMINED BY SOIL TEST THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR AND RECOMMENDED BY THE SOILS ENGINEER R. VALUES, SAND EQUIVALENTS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN AND STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO THE CITY THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, CITY. THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR SAFETY RESPONSIBILITY CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT TO BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. EXISTING UNDERGROUND STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE, CABLES, OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONSTRUCTION CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN, OR ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. I 4' AWCY MAO CONSTRUCT O° 9CAL E /''_ /OD' UTILITY NOTIFICATIONS CALTRANS GENERAL NOTES= FOR FOOTHILL BLVD, ONLY WATER: SAN GABRIEL VALLEY WATER CO. A. AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY BEGIN IN OF NEAR THE STATE RIGHT OF WAY. O 11142 GARVEY AVENUE B . ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO THE LATEST STATE STANDARD PLANS 6 SPEC - CONSTRUCT CONCRETE ENCASEMENT PER DETAIL SHT. NO. 2 EL M ONT E, CA. 91734 O IFICATIONS OR AS DIRECTED BY THE STATE'S REPRESENTATIVE (STANDARDS OTHER THAN STATE MUST BE (714) 448-6183 CONSTRUCT 6" CURB PER STATE STANDARD N8 -A, TYPE Al -6 (CALTRANS) EXTEND A.B. TO BACK OF CURB PREAPPROVED AND JUSTIFIED) . © O8 CONSTRUCT WHEELCHAIR RAMP PER STATE STD, N8- B ,CASE E (GALTRA'NS) C. NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE STATE RIGHT OF WAY. SEWER: CITY OF FONTANA 10 CONSTRUCT DRIVEWAY ENTRANCE PER CITY STD. DETAIL 102C (W G RAD. SHOWN ON PLAN) �G�55F 8353 SIERRA AVENUE D. ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MUST BE TREATED FOR EROSION CONTROL (HYDROSEEDING 12 FONTANA, CA. 92335 Z ZA OR EQUIVALENT, OR AS DIRECTED BY THE STATE'S REPRESENTATIVE) . THE RESPONSIBILITY FOR MAINTAINING INSTALL -,9500 HPS STREET LIGHT 25' HIGH AND 6' MAST ARM (714) 350-7640 14 EROSION CONTROL WILL NOT BE RELEASED UNTIL THE SEEDING IS WELL ESTABLISHED. THE CONTRACTOR WILL 15 CONSTRUCT TRAFFIC TYPE JUNCTION STRUCTURE PER CITY STD. DETAIL NO. 122 (RAISE TO GRADE AFTER BE RESPONSIBLE FOR THE COST OF CALTRANS CLEANING ANY DRAINAGE STRUCTURES/CHANNELS WHICH HAVE 16 CONSTRUCT SIDEWALK TYPE JUNCTION STRUCTURE PER CITY STD. DETAIL NO. 123 IIE4 BECOME CLUTTERED WITH DEBRIS AND/OR SILT. AS A RESULT OF, OR CAUSED BY, THE CONSTRUCTION PROJECT. POWER: SOUTHERN CALIFORNIA EDISON CO. CONSTRUCT SIDEWALK BOX STRUCTURE PER SECTION "B", SHT. NO. 2 P.O. BOX '788 E. THE STRUCTURAL SECTION SHOWN WITHIN THE STATE RIGHT OF WAY IS FOR ESTIMATING PURPOSES ONLY. THE 20 300 N PEPPER STREET THE ACTUAL SECTION WILL BE DESIGNED BY A SOIL ENGINEER AFTER NATIVE SO.ZL TESTING HAS BEEN COM- MODIFIED WITH 8 C.F. & NO LOCAL DEPRESSION . 21 PLETED. A TRAFFIC INDEX (TI) OF '.11.0 SHALL BE USED IN THE DESIGN OF' THE-.�TRAVELLED WAY, AND A TI ��- RIALTO, CA. 92376 OF 7.0 SHALL BE USED FOR THE SHOULDER DESIGN. THE LABORATORY REPORTS AND THE DESIGN CALCULATIONS 23 A T TN: DAVID JONES SHALL BE SUBMITTED TO THE STATE'S REPRESENTATIVE FOR APPROVAL PRIOR TO CONSTRUCTION OF THE INSTALL �O" CSP (16 GAGE) (714) 820-5191 25 STRUCTURAL SECTION. 26 F. ALL STATE DRAINAGE STRUCTURES MUST FIRST BE COMPLETELY CLEANED OF DEBRIS AND/OR SILT BY THE GAS: SOUTHERN CALIFORNIA GAS CO. CONTRACTOR PRIOR TO MAKING THE CONNECTION. 2¢500 S� 16231 VALLEY BLVD. TO BE REMOVED Lu/jn4w 32 FONTANA, CA. 92335 G . THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY STATE DRAINAGE FACILITY WHICH IS TO BE ADJUSTED TO GRADE MR. LOU W ESTF AL L 34 CONNECTED TO OR DIRECTLY AFFECTED BY THE CONTRACTORS OPERATION SHALL BE CLEAN AND OPERATIONAL L�/Moirj PRIOR TO FINAL ACCEPTANCE OF THE PERMIT WORK BY THE STATE. ADEQUATE CLEAN -OUTS AND ACCESS (714) 889-9711 OPENINGS SHALL BE PROVIDED IN ANY CONSTRUCTION WITHIN THE STATE'S RIGHT OF WAY FOR FUTURE MAINTENANCE AND REPAIR WORK AS NEEDED. THIS -WORK SHALL BE FURNISHED AT NO COST TO THE STATE. SOUTHERN CALIFORNIA GAS CO. TRANSMISSION DIVISION H. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT) . 2191 E. BIRCH STREET BREA. CA. 92621 I. THE PAVEMENT MUST BE SAW -CUT 2' MINIMUM FROM THE PAVEMENT. THE SAW -CUTS MUST BE PERPENDICULAR OR PARALLEL TO THE STATE HIGHWAY CENTERLINE. TELEPHONE: GENERAL TELEPHONE J. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF 9000 HELLMAN AVENUE THE TRAFFIC MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORATION, AND THE RANCHO CUCAMONGA, CA. 91730 SPECIAL PROVISIONS. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHEWISE NOTED ON THE (714) 945-3562 PLANS. K. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE STATE'S REPRESENTATIVE. PACIFIC BELL 3939 E. CORONADO STREET L. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS SHALL BE REMOVED FROM THE ANAHEIM, CA. 92807 PAVEMENT BY SANDBLASTING BY THE CONTRACTOR. M. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DETERMINED IN THE FIELD BY THE STATE'S REPRESENTATIVE. N. THE HANDLING OF TRAFFIC ALONG FOOTHILL BLVD. DURING CONSTRUCTION SHALL BE PER CALTRANS 0 LATEST TRAFFIC MANUAL, CHAPTER 5, PAGE NO. 5-21. t- THE TiPf�FF/L' CdA/TiPDL GL. 0. ALL OBSTRUCTIONS ALONG FOOTHILL BLVD. SHALL BE REMOVED PRIOR TO CONSTRUCTION OF CURB AND GUTTER OR BE PROTECTED WITH A K —RAIL ( PER CALTRANS B I I —30 ). P. ALL TRENCH BACK FILL IN OR NEAR STATE RIGHT— OF— WAY SHALL BE 2 SACK SLURRY. Q. Q-- ALL S)&MS , 96AD51DE MARKERS , ELECTRJL ►ERS, ETC., SHALL BE PROTECTED IM PLACE AND, LR REPLACED III- MAID ACCARD G TD I� F -0 CURRENT" STAJE STAUDARD PLANS AMD THE CURRENT- TRAFFIC MANUAL, AT 0 COST TUE STAT, PAVING -NOTE PRIVATE ENGINEER'S NOTE ACTUAL THICKNESS OF BASE MATERIAL TO BE DETERMINED BY SOIL TEST THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR AND RECOMMENDED BY THE SOILS ENGINEER R. VALUES, SAND EQUIVALENTS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN AND STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO THE CITY THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, CITY. THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR SAFETY RESPONSIBILITY CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT TO BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. EXISTING UNDERGROUND STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE, CABLES, OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONSTRUCTION CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN, OR ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. I CONSTRUCT 4' SEWER MANHOLE PER CITY STD. DETAIL NO. 110 CONSTRUCTION NOTES AND ESTIMATED QUANTITIES CONSTRUCT O° CONSTRUCT 3" A. C. OVER 4" A.B. CLASS II 3,200 5� 2 , CONSTRUCT 4 1/2" A.C. OVER 4" A.B. CLASS II /0,3Di0 �F �3 CONSTRUCT 5 1/2" A.C. OVER 6" A.B. CLASS II, EXTENDED A.B. UNDER GUTTER TO -BACK OF CURB 3� OOflSF O CONSTRUCT 8" CURB AND GUTTER PER CITY STD. DETAIL NO. 101 ,/ZOZ Ltr O CONSTRUCT CONCRETE ENCASEMENT PER DETAIL SHT. NO. 2 SaL� O CONSTRUCT -8" CURB AND GUTTER PER STATE STANDARD N8 -A, TYPE A2-8, (CALTRANS) O7 CONSTRUCT 6" CURB PER STATE STANDARD N8 -A, TYPE Al -6 (CALTRANS) EXTEND A.B. TO BACK OF CURB © O8 CONSTRUCT WHEELCHAIR RAMP PER STATE STD, N8- B ,CASE E (GALTRA'NS) ZE-9 �lf9. CONSTRUCT 4 " P . C . C SIDEWALK PER CITY STD. DETAIL NO. 105A. ( FOR FOOTHILL -SEE STREET TYR SECT.) 10 CONSTRUCT DRIVEWAY ENTRANCE PER CITY STD. DETAIL 102C (W G RAD. SHOWN ON PLAN) �G�55F 11 CONSTRUCT VARIABLE THICKNESS A.C. PAVEMENT /2240 �F 12 INSTALL TYPE ''L" MARKERS PER STATE STANDARD NO. A-73, TYPE L-1 (CALTRANS) Z ZA 13 INSTALL -,9500 HPS STREET LIGHT 25' HIGH AND 6' MAST ARM h 14 INSTALL 22,000 HPS STREET LIGHT 30' HIGH AND 6' MAST ARM 15 CONSTRUCT TRAFFIC TYPE JUNCTION STRUCTURE PER CITY STD. DETAIL NO. 122 (RAISE TO GRADE AFTER PAVING)_ ZA-4 16 CONSTRUCT SIDEWALK TYPE JUNCTION STRUCTURE PER CITY STD. DETAIL NO. 123 IIE4 17 CONSTRUCT DISCHARGE STRUCTURE PER CITY STD. DETAIL NO. 124 2 18 CONSTRUCT SIDEWALK BOX STRUCTURE PER SECTION "B", SHT. NO. 2 19 CONSTRUCT CONCRETE COLLAR PER L.A.C.F.C.D. STD. 2-D393 Z � 20 CONSTRUCT CATCH BASIN (W=5', V=2.69', b-8�.0 i�SPER CITY STD. DETAIL NO. 121 MODIFIED WITH 8 C.F. & NO LOCAL DEPRESSION /Q 21 INSTALL 21 " R.C.P. ( x.800 -D) ��- @ INSTALL 18" R.C.P. (2000-D) ZZZIJ<" 23 PLACE 2 EACH #4 BARS X 9' IN GUTTER ABOVE R.C.P. CROSSING 24 INSTALL �O" CSP (16 GAGE) zQl,4- 25 INSTALL 22,000 HPS STREET LIGHT WITH SIGNAL (SEE SIGNAL PLAN) 26 CONST. 4" THICK STAMPED CONCRETE 27 IAISTALL 1 2 " CO1Y,9J 117' �OrP 5TAY27- L/G1-1T5 (1FZ7,_,F S. C.' Z: L'0. 6l/L - /6Z2� �W a,11W1/T, XZZ- S C. F L'O, 1-7Z" 30 SAWCUT AND REMOVE EXISTING PAVEMENT 2¢500 S� 31 TO BE REMOVED Lu/jn4w 32 TO BE RELOCATED L-a/t/p j,y 33 TO BE ADJUSTED TO GRADE 7E� 34 TO BE RELOCATED BY TRAFFIC SIGNAL PLAN L�/Moirj CONSTRUCT 4' SEWER MANHOLE PER CITY STD. DETAIL NO. 110 A.5 GUILT CALTiQ/i�!/,l' 'C/T�'.�ECDPl� DG1�G. CONSTRUCT S" VCP SEWER LINE 4lDL,� CONSTRUCT 4" VCP SEWER LINE 4& /1" kg. _ . --1 --- B-UILT _ � • 7 3v 9'L .D,4LZ7 G. G[ADP11YG �Ar� ,QL'Z 172.5'6 ZX/; . G'- 30 93 J92 -` /f'�-9 /F//F //Y IPP # .320,07DE' IYZ- 4011 -,rM,41 P�` ,44DTy/LL ZLZ-Y = 1296.:56" IIAC7 U T—aw 0&4:r A.5 GUILT CALTiQ/i�!/,l' 'C/T�'.�ECDPl� DG1�G. 3Q /0 8 9/ pP�% ADO. SL. CDryOU/rPEP SCEAS ,PEnG' B.Y�ALT,��ys� �al3lt� �� 9-2D-91 REV. CURB TR". � SMMEUT LWESt1R %l9/ ©c) -)2-q) CAGiMS) /*/#/I/ ��Y. 507 / Y: .SGC.. P,5)RA � REV. DATEepNp's DESCRIPTION DATE _ c�TY novo GENERAL NOTES (STREET) FOR TO K AY AVE 1 01TRUS AVE ONLY 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975. 2 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3 STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. 4 CURVE DATA REFERS TO THE FACE OF THE CURB. 5 ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6 ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. CITY STANDARD MINIMUM SHALL HAVE PRECEDENCE OVER GEOTECHNICAL REPORT IF RECOMMENDED A.C. PAVEMENT THICKNESS IS LESS THAN CITY STD. 7 PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 8 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRED TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. 9 ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF THE STREETS. 10 ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 11 ALL PIPES OR SU.BSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC., SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 12 WATER VALVES COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR. 13 ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 14 ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 15 REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 16 THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEM, ETC. 17 AS BUILT PLANS SHALL BE PROVIDED BY THE ENGINEER TO THE CITY OF FONTANA. 18 CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE IS OR MAY BE A CONFLICT SHALL IMMEDIATLY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 19 STERILANT REQUIRED UNDER ALL A.C. PAVEMENT. 20 NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 21 ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORKING AROUND THEIR FACILITIES. 22 ALL BACKFILL COMPACTION TO BE CERTIFIED BY SOILS ENGINEER. 23 ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 24 BACKFILL MATERIALS SHALL BE VERIFIED BY CONTRACTOR AND APPROVED BY PUBLIC WORKS INSPECTOR PRIOR TO THE PLACING OF ANY PERMANENET PAVEMENT. 25 CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE ON EXISTING WATERLINES. 26 IF EXISTING UTILITIES OR OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 27 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA. Qa�Ess�� ��� C�• G L4�Or �� No. 17055 Exp.6-30-g3 Jr C l V l t- Z:�®/l_ /L'/'T V1c1#17Y M4lD & 7 ,S. HR ENGINEERING, INC. CITY OF FONTANA, CALIFORNIA ENGINEERS PLANNERS SURVEYORS PUBLIC WORKS DEPARTMENT 4351 LATFiFlM STREET, RIVERSIDE, DRAWN BY: SCALE: CALIFORNIA CALIFORNIA 92501 PH. 6849522 � � J7iPEET /MPiPOUE/jlENT PLAY DALE G. GLADDING R.C.E 17055 Z -A. DESIGNED BY:71 A E S f, Err DATE: CHECKED BY: fJ?P,C-'Di/6"p: DWG N0 DATE' G�/. �c.c�G•�e_ 1a • OGG�$51- 5.13 <I��►/G.=:�vaF,er�wEv�t� ;��� z�,r��vY,E,xorz � � 20 ' 4 �bk