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Home My WebLink About2593-1e PARCEL. i PM 7M � �� I W 1/2 LOT 1061 *� ! P#RCE'L 2 PM 71058 Q ISMUK w LrEK 10Q$ --=31 S+o111M um W !M 1M1 1 �-- 03af Et _u l- OF Pw1E'�it. Z t 1r\AF>F=1(Z:>VEMENT HENRY J. KAISER HIGH SCHOOL C/L / SECTION LINE R/W VARIES 55' TO 62' VARIES 12' FLANS 43' TO 50' INEW I d•�� 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE 1. WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE EXECUTED F -h' EXtST. TRE! : rim9�n+ L CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS TO PROVIDE MINIMUM INCONVENIENCE TO ADJACEUT PROPERTY L sj 1 41.5 s.5o' s' DATED 1975 AND ANY REVISION THEREAFTER AND SAN BERNARDINO OWNERS AND TO THE PUBLIC. To TO REMAIN I jC Tc 1.50' 0.5' COUNTY STANDARDS. '!� 5 A 'OF` 2. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROF" PREC JT101�18 C4 PURGE'!„ 3 PM 7tk 4% '�r �PR�E �9ti R }LOPE C 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA TO PROTECT ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY R-'� PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WffKM OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS 1 I 1 ♦ J�� s� THE CITY LIMITS, AND SAN BERNARDINO COUNTY EASEMENTS AND RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH CONSTRUCOC 10 RKIHT-OF-WAY. 3._- THE PURCHASE AND INSTALLATION OF STREET NAME SIGNS SHALL BE 3. STATIONING REFERS TO THE CENTERLINE OF STREET EXCEPT WHERE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL SE{2,,It� W 1/2 LOT 1068 1------------ EER AND _ v •- OTHERWISE NOTED. I I TYPICAL SECTM A AVBAJE 4. CURB DATA REFERS TO THE FACE OF CURB. FOR TYPE THE OAND L OCATiON OF VAL OF THE CITY ETHE NSTREET NMA€ BERNARDINO DPRKiR O INSTALLATION. ~ 1 I 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND Fifi � 4. STENCIL STREET NAME ON AT LEAST TWO RETURNS AT EACH INTERSECTION R� P111 7 i � I FROM STA. 141 +58.00 TO STA. 150+50.00 �R,�W=55'} N.T.S. TO ALL ADJOINING CURBS AND SIDEWALK. IN C BLOCK LETTERS WITH BLACK PNMT ON WHRE BACKGROUND. PARC 1,2,3,k 4 OF MAP NO. 7058 N FROM STA. 150+50.00 TO STA. 153+00.00 (R/W=620) 6. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND TME OR TYYPPEROAN�D LOCATION HE OF OAF ETRE STREET DNAMMEN BSS PDRM COUNTY INSTA "ATKft 1 E 1/2 OF LOT 1061 E 11t,2 OF LOT 1061L r { ` TI = 9.0 TO 10.5 PROPOSED STRUCTURAL SECTIONS SHALL BE SUBMITTED BY THE ENGINEER TO THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT, FIELD ALI-- _�..�� R�W C/L ENGINEERING D EVALUATION DIVISION, HTRANSPORTATION VEMENT (MANAGEMENT SECTIONFOR REVIEW . HE SUBMITTAL SAN 5R, --------------- - VAL_SEE SWT 3 3 i SEE SHT. 2-(C2'22-------- � ( i ------------- ------- - --------------------------- SHALL INCLUDE A PLAT SHOWING THE LOCATION OF SAMPLING, A TABULATION Tt7 ul OF SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS, A STATEMENT OF 10, RECOMMENDED STRUCTURAL SECTION AND TEST DATA SHEETS FOR ALL 1. CONTRACTOR SHALL PROVIDE 911 SHORING FOR SEWER AND STORM DRAIN R -VALUE TESTS PERFORMED, INCLUDING EXPANSION PRESSURE READINGS. CONSTRUCTION AS NECESSARY TO MAINTAIN ALL EXISTING TRAFFIC LANES. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQW IEUM- S 2. CONTRACTOR SHALL REMOVE AND REPLACE A.C. PAVEMENT TO MATCH ��A AV „a HM $CH6' 7.50' 40.5' PA NS HAVE BEEN MET. EXISTING FOR SEWER AND STORM DRAIN CONSTRUCTION. 0.5' ' 1.so' EX15lo RE�p�N 7. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWAJ ES 3. CONTRACTOR SHALL PROVIDE AND PROCESS DETOURING PLANS FOR FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE JURUPA , CHERRY, AND ALMOND AVENUE FOR SEWER , STREET, SIGN�IIL•„ M voTURE SITE, HE CITY ENGINEER AND/OR COUNTY ENGINEER MAY REQUIRE S D 0 DRQ R=1.57-•- M--Ep A - TEMPORARY GUNCTE SWALES, ENTERING OR LEAVING IMPROVEMENTS. OK I TO 37- -- ENTERING OR LEAVING IMPROVEMENTS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND PROTECTION Lt`-- --- --- OF TRAFFIC SIGNAL LOOP SENSORS, SIGNAL, STREET LIGHTING AND INTEL 10 7 a. UNDERGROUND WOR!( SHALL BE COMPLETED PRIOR TO PAVING OF THE CONDUITS. WHERE DAMAGE IS CAUSED BY THE CONTRACTORS OPERATION, INDEX IVA F e 9 STREETS. THE THE CONTRACTOR SWILL REPLACE DAMAGED FACILITY AT NO COST TO NO T SCALER. TYMAL u�� CHEMY AVBWE 9. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK 70 THE PLAN GRADES. S. THE CONTRI1iG"TO1'! SHALL S'MAkt PROMDE A IIAIMIMLffot OF 1'M f'"Ot?R'1'E'L"Ii raw WIDE TRAVEL LANES IN EACH DIRECTION AND ACCESS TO ALL ADJACENT 10. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR PROPERTIES DURING AND AFTER WORKING HOURS ON CHERRY ANO FROM STA. 205+70.00 TO STA. 216+84.00 N.T.S. POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION JURUPA AVENUE. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR STRUCTURES, ETC., SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED PROVIDING TEMPORARY STRIPING LEFT TURN POCKETS AND SIGNAL NOTE: SEE SHEET NO. 6 FOR MULBERRY AVE. NORTH OF JURUPA AVE. WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, PHASING AT THE INTERSECTION OF JURUPA AND CHERRY AND THE SHALL BE RELOCATED BY OTHERS. R SHALL BE HE CONTRACTOR'S INTERSECTION OF JURUPA AND ALMOW. TI = 9.0 TO 10.5 RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE 6. AT THE END OF WORK DAY, EXCAVATIONS StWt BE PETICED AVID C/L CONSTRUCTION BARRICADED. TRENCHES SHALL BE FILLED PAVED AND BARRICADED TO 11. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SWILL BE CONSTRUCTED ALLOW SAE MOVEMENT OF TRAFFIC. R/W VARIES 64' TO 78' R/W I;' BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED 7. THE CONTRACTOR SHALL MAINTAIN ON A 24 HOUR BASIS ALL SIGNS, TO GRADE BY PAVING CONTRACTOR AFTER COMPLETIQN OF PAVING. DELINEATION BARRICADES TO INSURE PROPER FLOW AND SAFETY OF 30' VARIES 34' TO 48' TRAFFIC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT CONSTRUCT STREET IMPROVEMENTS 12. ALL VALVE CARS AND COVERS SHALL BE CONSTRUCTED Ir BELOW OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED PUBLIC AT ALL TIME DURING CONSTRUCTION. 14' 16' VARIES 26.5' TO 42' 6' 1 TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. I & THE CAi 13. REFER TO CITY OF FONT UNDERGROUND UTILITY LOCATION STANDARD TTRAFFIICN OOOPT SENSOR 4 ITS ORSHALL BEUI IIGGIINALOSTATE AFTER COREPLACE MM. PLETI�ON� � AND 1.50 � A �� DETAit 129, AND SAN BE CO. STD. 311. �2' H� SCHOOL OF CON MIN. 6 e 14. THE CONTRACTOR(S) SHALL COORDAVATE CONSTRUCTION WITH ALL 9. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF ONE FOURTEEN FOOT MADE �r LANE IN EACH DIRECTION AND ACCESS TO ALL ADJACENT rIvirER'TIE"S R= =2z �- . UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED T0, DURING AND AFTER WORKING HOURS ON ALMOND AVENUE. GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPM �LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, 10. THE CONTRACTOR SHALL PHASE SEWER, STORM DRAM! AND STREET a>! 10 STORM DRAINAGE,. FLOOD CONTROL SYSTEMS, ETC. CONSTRUCTION ON ALMOND AVENUE. CHERRY AVENUE AND JURUPA AVENUE 15. RECORD DRAWINGS SHALL BE PROVIDED BY THE ENGINEER TO THE CITY IN ORDER TO PROVIDE TWO TRAVEL LANES ON JURUPA AVENUE IN EACH AL SECTM ALMOND AVENUE OF FONTANA. DIRECTION, TWO TRAVEL LANES ON CHERRY AVENUE IN BOTH DIRECTIONS AND ONE TRAVEL LANE IN EACH DIRECTION ON ALMOND AVENUE. 16. TYPE, LOCATIONS AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING ALL NECESSARY FROM STA. 1+00.00 TO STA. 3+70.00 (R/W=78') N_T.S. DETERMINED AT THE TIMLr OF CONSTRUCTION AND SHALL CONFORM WITH CALCULATIONS PLANS AND DETAILS FOR ALL SHORING REQUIRED. THE CITY OF FONTANIk STANDARD DETAILS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PROCESSING SHORMIO FROM STA. 3+70.00 TO STA, 1 cJ+O2.O0 (R/W=64) 17. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE PLANS THRU THE LOCAL AGENCY FOR APPROVAL TI = 7.0 TO 9.0 SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT S"ALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 10'-0" MIN. 1'-6 1-28'-0" 16'-0" 1& STERILANT REQUIRED UNDER ALL A.C. PAVEMENT. 12'-0" DESIREABLE z Z 19. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 3" PCC J :3 SIDEWALK m o 20. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOUR NOTICE PRIOR TO WORK ALMOND AVE. AROUND HEIR FACILITIES. � __jPCC CURB (11" C.F.) � (� 1/4 PER FT. w 21. ALL BACKFILL. COMPACTION TO K CERTIFIED BY SOILS ENCIMIE.ER. ,y- 29� T ?� 2A�. 22. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL Of THE VICINITY MAP CITY ENGINEER AND COUNTY OF SAN BERNARDINO. A. •a. 77777777 23. BACKFILL MATERIALS SHALL BE VERIFIED BY CONTRACTOR ANE! APP'RdVED N. '` BY PUBLIC WORKS AND/OR COUNTY INSPECTOR PRIOR TO HE PLACING Os OF ANY PERMENENT PAVEMENT. 1" 24. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS THE PROJECT PLANS (6" CAB OR AS SHOWN ON REQUIRED BY THE CITY ENGINEER AND COUNTY ENGINEER. 25. CONTRACTOR SHALL NOT OPERATE ANY MAMA UNE WATER VALVE. PORTLAND CEMENT CONCRETE 26. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENT, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 2" DOWELS 0 1'-0" O.C. 4" w r A27. *.. � FOR PUBLIC WORK CONSTRUCTION GREEN OOKITS SHALL BE O�APTEESTTEDIDTAON) RD SPEC�It:AT101r! � SLOPE TOP CAUTION 1 IhfPORTANT NOTE TO CONTRACTOR: DISTANCE DISTANCE DISTANCE OF STAKE 4� PRIOR TO START OF CONSTRUCTION, CONTRACTOR MUST VERIFY ALL JOIN PER PLAN PER PLAN PER PLAN Q" LOCATIONS AND ELEVATIONS. SUCH VERIFICATION SHALL INCLUDE, BUT NOT BE-' FINISH GRADE Q Q� LIMITED TO, UTILITIES, CURB, GUTTER, SIDEWALK, FLOW LINES, PAVEMENT, °D � Q A45* w STREET'S AND GRADE JOINS. IF DISCREPANCY EXISTS, CONTRACTOR SHALL L ---- IMMEDIATELY NOTIFY THIENES ENGINEERING AND NOT PROCEED WITH ANY�!. Qy LLJ o o w CURB LINE o CONSTRUCTION OR GRADING UNTIL VERIFICATION BY SAID ENGINEER IS w EXP. JT. 0 n ! WON EXP. JT. COMPLETE. IF CONTRACTOR STARTS CONSTRUCTION PRIOR TO VERIFICATION, HE 0 m SHALL KNOW04GLY ASSUMES LIABILITY FOR ALL RESULTING. COSTS MIO DAMAGES.n � o `�" � Z � R ED W00 D HEADER (2" --- ---- o N FLOW LINE --_ • A NOTE: RpFESSiUNDE p HE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES PIPES AND/Oft ADJACENT WALK, CURB 6 MIN. _ � WEAKENED PLANE JOINTS Q R=50 USE 16d GALVINIZED NAILS �➢ F STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH QF & GUTTER VARIES SIDEWALK � JOINTS IN SIDEWALK SEE PROJECT PLANS R=50' 0 10' MAX. USE 1 X 12 X2 -O SPLICE s- Haidook I. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, HERE ARE NO" _ v. 2X4 X24 REDWOOD � 6 X 2'- 0 BLOCK AT SPLICES EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. HE CONTRACTOR WEAKENED PLANE JOINTS DOWELS TVP. AT EACH STAKE AT 2'-6 0. C. SHALL ASCERTAIN THE TRUE VERTICAL, HORIZONTAL LOCATION AND SIZE OF THOSE ( ) TO BE USED OF ANY UNDERGROUND UTITLITIES AND SHALL BE RESPONSIBLE FOR 0 20' MAX. WEAKENED PLANE JOINT RZE. NO. 043293 Q DAM#ArL TO ANY Pt1OLLC OR PAIAIrk;E Uii OW.S, SHIN OR NOT SHOW HMON. -91 Exµ 3-31-00 �~ MTUFN OUT DETAIL. REDWOOD HEADER DETAIL CAL N.T.S. 1 1 N.T.S. OR BALM COUNTY BENCH MARK: �'. o� rr ac ® La 0o�t THIENES ENGINEERING CML ENGINEERING • LAND SURAIEYJNG Call: TOLL FREE CITY OF FONTANA B.M. 578 ®16800 VALLEY VIEW AVENUE 1-800 Dom" RAILROAD SPIKE IN POWER POLE NO.LA MIRAX CALJFORNLA 90639 (714)521-4811 FAX:(714)521-4173 422-4133 STREET IMPFROVEMENT PLAN 897925 (3) E. AT THE NA COR. THESE PLANS WERE PREPARED UNDER FOR 7Ww�01MnNo DAYSBOOKYou 00 17�� JURUPA & ALMOND AVE'S. THE SUPERVISION OF 1 SChM a,00fn sHM T 9 ELEV. 935.76 ( 1976 4I1 DESCRIPTION ENG. DATE C& DATE HAIDOOK I. AGHAXAN RCE NO. 43293 DATE Tow ,f k 9 V75�_ � OUANMLS& &_SAW -CUT AND REMOVE EXIS M A.C. PAVEWNT. 100,490 S.F. @0--COLD-PLANE EXISTING A.C. PAVEMENT 1 1 It MIN. 16,400 , S.F. &-REMOVE AND RELOCATE EXISTING POWER POLES ONE (1) GUY ANCHORS PULL BOXES AND CONDUITS (BY UTILITY COMPANY). RELOCATIONS SHALL MEET CCAS UNDERGROUND ORDINANCE. 18 Ell &-SAW-CUT AND REMOVE EX15TING A.C. BERM. 1,260 L.F. 5a --CONSTRUCT " A.C. OVER CLASS 2 A.B. * 113,800 S.F. 6a -CONSTRUCT " A.C. OVER CLASS 2 A.B. # 46,280 S.F. 7a --CONSTRUCT 1 1 /r A.C. OVERLAY. 16.400 S.F. @-CONSTRUCT Ir CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NUMBER 101. (SEE SHEET # e) 3AM LF. 9a --CONSTRUCT f' CURB ONLY PER CITY OF FONTANA STD. PLAN 101. (SEE SHEET # 8) 930 L.F. @-CONSTRUCT 4" MIN. THICK P.C.C. SIDEWALK PER CITY OF FONTANA STANDARD PLAN 105A. (SEE SHEET # 8) 25•590 S.F.. &-CONSTRUCT 2" X Ir REOIMIOJD HEADER PER DETAIL. SHEET 1. 1,220 LF. @-CONSTRUCT WHEEL CHAIR RAMP CITY OF FONTANA STD. PLAN 104-A. REMOVE EXISTING SIDEWALK AS REQUIRED. 950 S.F. @-REMOVE EXISTING REDWOOD HEADER. 2.240 L.F. &-CONSTRUCT P.C.C. DRIVEWAY APPR0AC14 PER CITY OF FONTANA STD. PLAN NUMBER 102C, W -PER PLAN. 1,200 S.F, &-CONSTRUCT BUS TURN OUT PER DETAIL SHEET 1. 1 EA 0 -CONSTRUCT Ir CUM ONLY PER CITY OF FONTANA STD. PLAN NUMBER 101. (SEE SHEET # 8) 170 LFI_ &-SAW-CUT AND REMOVE EXISTING CURB AND GUTTER. 450 L.F. &-INSTALL it X C X 2 1 /2` FIRE HYDRANT WITH ALL NECESSARY ELBOWS, TEE BRANCH, GATE VALVES, CONNECTOR PIPES AND THRUST BLOCKS PER SAN BERNARDINO COUNTY FIRE AGENCY, FIRE SAFETY DIVISION, NATIONAL FIRE CODES AND THE UNIFORM FIRE CODE. (GUIDELINE # 10-401) 14 EA. &-INSTALL STR.JET LIGHT FIXTURE ON ORNAMENTAL POWER POLE, 22,000 H. .S. LUMINAIRE COBRA HEAD CUT OFF LENS W/6' MAST ARM MOU D AT A HEIGHT OF 30' WITH ALL NECESSARY CONWII S AND PULL BOXES. 9 EA. &_CONSTRU H BASIN PER A.P.W.A. STD. DMIG. N(k 300-Z AND LOCAL EPRESSION PER CITY OF FONTANA STD. DETAIL NO. 121. ( r dt V PER PLANS) (SEE SHEET #8) 8 EAS &-CONSTRUCT SIDEWALK DRAIN PER CITY OF FONTANA STD. DETAIL NO. 124-A WITHOUT TYPE 00 ADAPTER. (SEE 94EET # 8) 2 EA, CONSTRUCT A.C. DIKE PER S.B.CO.R.D. STD. DWG. NO. 117. 120 LF• 3 REMOVE EXISTING TREE. 2 EA. 0 -REMOVE AND RELOCATE EXISTING TELEPHONE POLES, GUY ANCHORS, PIAL BOXES AND CONDUITS PER TELEPHONE COMPANY. 3 Ek &--REPLACE EXISTING SIGNAL LOOP DETECTOR PER CITY OF FONTANA STANDARD- 1 EA: @�_PROTECT IN PLACE AND ADJUST TO GRADE EXISTING WATER METERS AND VALVES. 10 EA. &-PROTECT IN PLACE EXISTING CABLE RISER AND ADJUST TO GRADE. 1 EA &-CONSTRUCT RETAINING WALL PER STRUCTURAL PLAN. 55 L»F• &-CONSTRUCT r A.C. OVER COMPACTED NATIVE SOIL. # 300 S.F. REMOVE EXISTING SWAN. 5 EA &-REMOVE AND RELOCATE EXISTING CHAIN L.IM FENCE AND W000 FENCE. 2.000 LF, &-REMOVE EXISTING POWER POLE PER TRAFFIC SIGNAL PLAN. 1 EA &-INSTALL MARKERS PER S.B.CO. STD. 304. 3 EA. 34Q --CONSTRUCT DRIVEWAY APPROACH PER S.B.CO. STD. NO. 12ft 1 EA, &--CONSTRUCT RAMP CURB PER CALTRANS STD. PLAN NSP AN C. K D, SEE DETAIL "A" ON SHEET #1. 1 EA6 #FINAL PAVEMENT SECTION TO BE 0£TERMIiED BY THE SOILS ENGINEER AFTER ROUGH GRADING. PAVING NOTE ACTUAL THICKNESS OF BASE MATERIAL TO BE DETERMINED By SOIL TEST AND RECOMMENDED BY THE SOILS ENGINEER R. VALUES, SAND EQUIVALENTS AND STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING, AND SAM BERNARDINO COUNTY, OR THE MINIMUM STREET STRUCTURAL SECTION FOR JURUPA AND CHERRY 7"A.C. OVER 10 A.B. AND ALMOND 6" A.C. OVER 8"A.B. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FRW UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF SITE, THE CITY i ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR L.EAV*Q IMPROVEMENTS AND COUNTY OF SAN PRIVATE ENGINEER'S NOTE THE PRIVATE ENGINEER SIGNING HESE PLAN IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY AND COUNTY OF SAW ® ANAPIDNOX Ar!!2J,7u CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS FOR HEM ?YJ. KAISERh#GySCh a AP PROVE D : CITY ENGINEER R. C. E. z Z 2593 OQUNTY OF BAN EERNAROINC> A MWIPLOW CON77WE DEP J.P. AS NOTED SIGNED DATE: Lot llpdobr 10/1 V" B.L.T. LAW pIIDApp MG9kiR WE DMCI%m "t E: 131 STIMPBOR IECKED BY: APPROVED: DWG. NO. 1 0 N.LA. M# 1,4515 g' DIRECTW OF TRANSPORTATION DATE