The URL can be used to link to this page

Home My WebLink About2045-12' STRIPING GENERAL NOTES: 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARDS AND SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARDS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA. 2. PAVEMENT MARKERS AICD TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PLANS. 3. PAVEMENT MARKINGS,.SHALL CONFORM TO CITY STANDARD STENCILS. .4. TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW SURFACES SHALL BE IN TWO(2) SEPARATE COATS. A FINAL COAT IS TO BE APPLIED BETWEEN --FOURTEEN (14) AND THIRTY (30) DAYS AFTER THE FIRST COAT. 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTRING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANSSPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE INDICATED ON PLANS. 6. SIGN SHALL BE MOUNTED ON A "QUICK PUNCH POST" 2"x2" (12 GA.) WITH 7/16" HOLES, 1" ON CENTERS, ON FOUR SIDES THAT CAN BE PUNCHED OUT. LENGTH MAY VARY WITH SIGN INSTALATION TO MAINTAIN MINIMUM HIGHTS. THE ANCHOR SHALL BE A HEAVY DUTY ONE PIECE ANCHOR, 2 1/2'x30"x6 GA. (NON PERFORATED),TO FIT A 2" SQUARE STEEL POST, PREPUNCHED AT MIDPOINT OF ANCHOR WITH ONE 7/16" HOLE ON EACH SIDE, AND AT TOP. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 8. CONTROL POINTS OR "CAT -TRACKING" IS TO BE APPROVED BY THE TRAFFIC SECTION PRIOR TO PAINTING. REVISION N0. 3 k445WAG PREPARED BY INE SP CONSULTING GROUP, (c, MORGAN, SUITE 100 IRU I1JE, CA. 92113 (114) 991-3012 19BMAS A. PETERSEN) R.C•E.35215 DAZE Q OF E'SS�®� P� PE\ RC -E# 35275 1i 1 p 01 '� c Iv�� ; :4 F C NOO .G'r.S70/Y.5YoMr 2=Y.rP,E PP,F�ARE, h'.LL _fZ7.?EMA.,% /NC., !/E.0 -Oe Io � 200, � 1 -3o -q5 h�/Y c, yOG�I/Y, X6229, EXE .�-3-98 0.4TE' IR T No 26224 =3� 1V1 �`� �F R/W 501, R/W. 7". 18' C/L 18 • 7 • I 1 �S'C OpF v 0 5� LEVEL LINE 2.0% 2.Ox TYPICAL STREET SECTION VICINITY MAP N SUMMIT AVE. �� 15 HE in I I i 0 _law 11 PROJECT Z Engineer o W �-+ W OF THE CITY ENGINEER. U > OF FONTANA CAL I FORN I A 26. ADEQUATE STAKES SHALL BE SET BY A co J THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. JP. KA" 14275 14275-1 14,e7 --J--2 to J v IIVIJII,H I t--:) 5t1tt I IV V. R/W 661 I � I 501 2! 0 40 Z F opF Z`, 5 INDEX MAP /1� Scale - 1" = 300• TYPICAL STREET SECTION R/W R%W i 1 O' 5' I I5' .40- 2`1 Opp - ? 2 A<c 2• NTS NTS PONY C01 -1/4T FOX_RID_E Q9/E 4 T. I. 5 .5 SA PRIVATE ENGINEER'S NOTE: THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE 0- No.139W T.I. = G-5 FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK Exp Date. HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLEWL FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY .AMI- ; ¢. PLANS PREPAREDUNDER'THE DIRECTION OF: NOTE: DEVELOPER/OWNER : NOTIFY UNDERGROUND SERVICE ALERT FIRST CITY PROPERTIES 6 CALL TOLL FREE 1-800-422-4133 AT 8383 W 1 s h i r e Blvd., Ste. 800 GEORGE R. SAUPE R.C.E.. 13960 DATE LEAST TWO (2) WORKING DAYS BEFORE Beverly Hills, CA. 90211 MY REGISTRATION EXPIRES 3-31-93 YOU D I G. _ (213) 852-0499 12\ 12\ A 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). i 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA "ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK WITHIN THE: CITY LIMITS. 2�- 3. THE CONTRACTOR SHALL NOT OPERATE AKY MAIN LINE WATER VALVE. A24. CURVE DATA REFERS TO THE FACE OF CURB. 4 5. STATIONING REFERS TO THE CENTERLINES OF STREETS EXCEPT WHERE OTHERWISE NOTED. 6. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED z� 12\ BY THE CITY ENGINEER. 7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS, 8. LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES Engineer o DESCRIPTION LNIT QUANTITY OF THE CITY ENGINEER. C I TY OF FONTANA CAL I FORN I A 26. ADEQUATE STAKES SHALL BE SET BY A 3 3 THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. JP. KA" 14275 14275-1 14,e7 --J--2 14275 3 1427S- 4 - UPDATED_-_ 77777,77-17.4�lE.S CONSTRUCT 41 MIN. AC OR EQUIVALENT SECTION OF THE SITE , THE CIT`( ENGINEER MAY REQUIRE TEMPORARY GUN ITE SWALES ENTERING OR LEAVING IMPROVEMENTS. "-" 2 3" AC OVER 4" MIN. AGGREGATE II BASE OVER SF 31,3;00 .S6S1�' SB290 27�706 44,000 12" OF 95% COMPACTED NATIVE SOIL UTILITY NOTIFICATIONS 3 CONSTRUCT CONCRETE CURB AND GUTTER LF t$45 �Oss .3174 ' /&00 2j3 70 FONTANA, CA. 92335 C8" C.F PER CITY OF FONTANA STANDARD DETAIL 1011 ) TELEPHONE: (714) 350-7610 TELEPHONE: (714) 666-5494 I 4 CONSTRUCT 4" THICK SIDEWALK SF 91305 l 9� ? S 0 /4� 285 7, 20 o 10465 Drawn by: CONSTRUCT STANDARD CROSS GUTTER AND AND SPANDREL SF 0 1350 1.300 -- / 300 TELEPHONE: PER CITY OF FONTANA STANDARD DETAIL 104 (714) 820-5598 - UNDERGROUND 245 N . MOUNTAIN- V I EW AVEN�l1E E A. TI TLE 6 ADJUST MANHOLE COVER TO GRADE PER NTS r .i 7, ¢ 7 CITY OF FONTANA STANDARD DETAIL 109 EA LAND SURVEYORS 7 ADJUST WATER VALVE TO GRADE EA 4' -12 /0 % 9 8 DELETED 2002 IOWA AVE. SUITE 110 DeBigned by:E/V�7 F.C. TRACT NOs.1x275,42a� " //Y5TALL-�f�E/7QYE TO AC'C'OMOp�JTE Ti5'AC'T EA r 3 - IOD r2. NOS. -3 �4 FTX Lorillos. IDIA4. s�.4. G.3•ajb s-�°►• ELEVATION = 1313.04 ,; RIVERSIDE. CALIFORNIA 92307 SEPT. 1490 .3 40 CONSTRUCT RAMPED CURB RETURN EA z 6 ¢ .0 1) G, Tt -1 r , d.�,j� T ¢ Q -Zn -9 � PER CITY OF FONTANA STANDARD 104A [714) ,4e _ G R S B5�- � 11 DELETED 12 INSTALL STREET LIGHT ERS -50- - H IGH EA 4 7 9 5 CA PRESSURE SODIUM 1 WITH ORNAMENTAL POLE 13 CONSTRUCT LOCAL DEPRESSION #2 - "A" Z 4 2 SEE DETAIL ON SHEET 7 -4 14 CONSTRUCT CONCRETE' --CURB ONLY LF 9/_ 129 - - (b" C.F. PER CITY OF FOMT-ANA STAUDARD DETAIL 101 ) _ca y.ST.:yr,4 yPEo COrYCFrETE PAv/rYG ro /'rgrcH E.Yisr_ l.S - .oEcoRAr/vE PAYEryENr �irHiY ffUrYrZ"- frioGE, irYsrAlt S'F 14d2-- `PEF/_ SIGNING AND STRIPING CONSTRUCTION NOTES LIJ INSTALL NO PARKING SIGNS PER CITY OF FONTA STANDARD NO. R26(S). ®-__INSTALL STOP SIGN PER CITY OF FONTANA STD. ® PROVIDE PAINTED STOP BAR AND STOP PAVEMENT MARKING PER CITY OF FONTANA STANDARD ® PROVIDE MEDIAN SIGNAGE PER CITY OF FONTANA STANDARD R7/R7A A E PAINT 4 I DOUBLE YELLOW LINE PER CALTRANS STA NDARD A 20 - B ( DETAI L 28 ) . 55 R/W 18, C/L 18, 10, I - Lzl I � 1 5' 5' 5' LEVEL LINE 2 0.209 2.OX 2.0% -� 2 2r1 S�OAE FROM AVAILABLE INFORMATION. HOWEVER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR°TO DETERMINE THE TRUE LOCATION AND ELEVATION IN THE FIELD OF ANY EXISTING UTILITIES AND TO EXERCISE PROPER PRECAUTIONS TO AVOID INJURY OF DAMAGE THERETO. CONTRACTOR SMALL CONTACT UNDEOGROUND SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 11- 600-422-4133. 9. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONS- TRUCTED 6 INCHES BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 10. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6 INCHES BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFT R COMPLETION OF PAVING. 11. REFER TO CITY OF FONTANA. UNDE GROUND UTILITY LOCATION STAN- DARD DETAIL 129. 12. THE CONTRACTOR (8) SHALL COORDIN`TE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING. BUT NOT LIMITED TO. GAS, TELEPHONE, ELECTRICAL. LIGHTING. CABLE TELEVISION. LANDSCAPING. LANDSCAPING IRRIGATION. DOMESTIC WATER, RE- CLAIMED WATER. SEWER. STORM DRAINAGE. FLOOD CONTROL SYSTEMS, ETC. 13. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS. 15. CONTRACTOR IS INSTRUCTED TO REFER TO -THESE PLANS AND THE SPECIFICATIONS. AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER"S REPRESENTATIVE. 16. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT. 17. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 18. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED.'.INSPECTED AND APPROVED. 19. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE C53 FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM. SLOPING OF THE GROUND OF OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE C53 FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 20. THE CONTRACTOR (S) SHALL OBTAIN A PERMIT TO PERFORM EXCI V A-• TION OR TRENCH WORK AS DESCRIBED IN NOTE 19 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS PUBLIC WORKS CONSTRUCTION SECTION 306-1.1.6. 21. NO TRENCK BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 22, PROTECTIVE MEASURES SHALE. BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY MUD.SI�T OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUC- TION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD 'THROUGHOUT THE GRADING AND CONSTRUC- TION OPERATIONS. 23. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF -THE DEVELOPER. THE CONTRACTOR SHALL MAKE - HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK,. 24 ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER (714) 875-5100 - TRANSMISSION POMONA, CA. 91766 PAVEMENT NOTES: Az C213) 637-1233 - PIPELINES, OR TELEPHONE: (213) 357-2257.OR 1. ACTUAL THICKNESS OF A.C. PAVEMENT AND/ OR BASE COURSE MATERIAL FOR STREET (800) 422-4133 [8043- 422- 4133 STRUCTURAL SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERIMG REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. THE PROJECT DEVELOPER 15, IN GENERAL, REQUIRED TO BRING HIS HALF STREET SECTION FRONTAGES UP TO A 20 YEAR DESIGN LIFE BETWEEN SITE PROPERTY LINES, PLUS REASONABLE JOINS TO EXISTING PAVEMENT SUBJECT TO FINAL APP OVAL BY THE CIT`f EIJGINEER 4 3 3 4 2. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND NOTE _ APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN BY THE DEVELOPER'S GEOTECHNICAL ENGINEER AFTER COMPLETION OF ROUGH GRADING. SHOULD THE STREET TYPICAL STREET SECTION ! CONSTRUCTION START MORE THAN THREE MONTHS AFTER THE PLANS ARE APPROVED, TRACT HAS BEEN. PREVIOUSLY GRADED NTS AND IF FIELD PAVEMENT CONDITIONS CHANGE; THEN THE DEVELOPER WOULD BE PER APPROVED GRADING PLANS AND a B!/LLPEN ,OR%vE �f�E_ZL.91Y,2 L, AYE FOd f�ll�GEi?/E, REQUIRED TO UPDATE THE DESIGN TO ACCOMMODATE ACTUAL FIELD CONDITIONS. COMPACTION REPORT HAS BEEN FILED WITH THE: CITY CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE T.I. _ 5.5 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 QUANTITIES SHOWN ON THESE PLANS ARE TO BE VERIFIED BY THE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; CONTRACTOR PRIOR TO BID AND/OR CONSTRUCTION. IF NO PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED AND THAT THE CONTRACTOR SHALLfDEFEND, INDEMNIFY AND HOLD DISCREPANCIES ARE BROUGHT TO THE ATTENTION OF THE CIVIL BY.A- SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR THE OWNER, THE ENGINEER AND THE CITY OF FONTANA HARMLESS ENGINEER PRIOR TO THE AFORESAID TIME, THE TOTALS WILL BE KNOWLEDGE THERE ARE NO EXISTING OTILITIES EXCEPT AS SHOWN FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION CONSIDERED AS FINAL PAY QUANTITIES FOR ALL WORK SHOWN ON ON THE MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE- WITH THE PERFORMANCE -OF WORK ON THIS PROJECT, EXCEPTING THE PLANS. CAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN FOR LIABILITY ARISING FROM THE SOLE -NEGLIGENCE -OF THE AND ANY OTHER LINES NOT OF -RECORD OR NOT SHOWN. OWNER, THE ENGINEER OR THE CITY. REVISIONS Engineer ,25. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL BENCHMARK: OF THE CITY ENGINEER. C I TY OF FONTANA CAL I FORN I A 26. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE Approval Date@ Approval Date@ THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. JP. KA" M=IATES, INC 27. CARE -SHOULD -SE TAKEN TO PREVENT GRAOES ;DITCHES AND SWALES - AFROM UNDERMINING STREET IMPROVEMENTS . UPON INSPECTION OF UPDATED_-_ 77777,77-17.4�lE.S =f=4=9s THE SITE , THE CIT`( ENGINEER MAY REQUIRE TEMPORARY GUN ITE SWALES ENTERING OR LEAVING IMPROVEMENTS. "-" -- 28. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR Ag,TO WORM AROUND THEIR FACILITIES. UTILITY NOTIFICATIONS CITY OF FONTANA PACIFIC BELL CO. 8353 SIERRA AVENUE „,3939 CORONADO STREET FONTANA, CA. 92335 ANAHEIM: CA. 92807 TELEPHONE: (714) 350-7610 TELEPHONE: (714) 666-5494 SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT 1981 W. LUGONIA AVENUE TELEPHONE: (800) 422-4133 REDLANDS, CA. 92,374 TELEPHONE: (714) 884-9411 GROUP W CABLE Drawn by: 8561 NUEVO AVENUE SO. CALIF. EDISON COMPANY FONTANA, CA. 92335 300 N. PEPPER AVENUE TELEPHONE: C714) 350-2344 RIALTO, CA. 92376 TELEPHONE: GENERAL TELEPHQNE COMPANY' (714) 820-5598 - UNDERGROUND 245 N . MOUNTAIN- V I EW AVEN�l1E (714) 875-5100 - TRANSMISSION POMONA, CA. 91766 PAVEMENT NOTES: Az C213) 637-1233 - PIPELINES, OR TELEPHONE: (213) 357-2257.OR 1. ACTUAL THICKNESS OF A.C. PAVEMENT AND/ OR BASE COURSE MATERIAL FOR STREET (800) 422-4133 [8043- 422- 4133 STRUCTURAL SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERIMG REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. THE PROJECT DEVELOPER 15, IN GENERAL, REQUIRED TO BRING HIS HALF STREET SECTION FRONTAGES UP TO A 20 YEAR DESIGN LIFE BETWEEN SITE PROPERTY LINES, PLUS REASONABLE JOINS TO EXISTING PAVEMENT SUBJECT TO FINAL APP OVAL BY THE CIT`f EIJGINEER 4 3 3 4 2. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND NOTE _ APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN BY THE DEVELOPER'S GEOTECHNICAL ENGINEER AFTER COMPLETION OF ROUGH GRADING. SHOULD THE STREET TYPICAL STREET SECTION ! CONSTRUCTION START MORE THAN THREE MONTHS AFTER THE PLANS ARE APPROVED, TRACT HAS BEEN. PREVIOUSLY GRADED NTS AND IF FIELD PAVEMENT CONDITIONS CHANGE; THEN THE DEVELOPER WOULD BE PER APPROVED GRADING PLANS AND a B!/LLPEN ,OR%vE �f�E_ZL.91Y,2 L, AYE FOd f�ll�GEi?/E, REQUIRED TO UPDATE THE DESIGN TO ACCOMMODATE ACTUAL FIELD CONDITIONS. COMPACTION REPORT HAS BEEN FILED WITH THE: CITY CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE T.I. _ 5.5 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 QUANTITIES SHOWN ON THESE PLANS ARE TO BE VERIFIED BY THE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; CONTRACTOR PRIOR TO BID AND/OR CONSTRUCTION. IF NO PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED AND THAT THE CONTRACTOR SHALLfDEFEND, INDEMNIFY AND HOLD DISCREPANCIES ARE BROUGHT TO THE ATTENTION OF THE CIVIL BY.A- SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR THE OWNER, THE ENGINEER AND THE CITY OF FONTANA HARMLESS ENGINEER PRIOR TO THE AFORESAID TIME, THE TOTALS WILL BE KNOWLEDGE THERE ARE NO EXISTING OTILITIES EXCEPT AS SHOWN FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION CONSIDERED AS FINAL PAY QUANTITIES FOR ALL WORK SHOWN ON ON THE MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE- WITH THE PERFORMANCE -OF WORK ON THIS PROJECT, EXCEPTING THE PLANS. CAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN FOR LIABILITY ARISING FROM THE SOLE -NEGLIGENCE -OF THE AND ANY OTHER LINES NOT OF -RECORD OR NOT SHOWN. OWNER, THE ENGINEER OR THE CITY. REVISIONS Engineer City BENCHMARK: C I TY OF FONTANA CAL I FORN I A Nos Dleor! tion@ Approval Date@ Approval Date@ JP. KA" M=IATES, INC UPDATED_-_ 77777,77-17.4�lE.S =f=4=9s fs.,`.-I PUBL I C WORKS- FUE 43 - R.R. SPIKE IN E.P. BY� PP*1536663E S LY SIDE OF Drawn by: STREET IMPROVEMENT PLANS Scale: ADV_E� ; LO�Y.�T NOTE' cfiANl4� BASELINE 220' +/- E' LY OF CIVIL ENGINEERS, LAND PLANNERS E A. TI TLE SHEET A-;/,\ NTS CHERRY AVE. LAND SURVEYORS ADDE.D CONST. wOiE UPDA TED C" 2002 IOWA AVE. SUITE 110 DeBigned by:E/V�7 F.C. TRACT NOs.1x275,42a� " Dote: -P4/E7/OTS. - IOD r2. NOS. -3 �4 FTX Lorillos. IDIA4. s�.4. -4-5-9Cp G.3•ajb s-�°►• ELEVATION = 1313.04 ,; RIVERSIDE. CALIFORNIA 92307 SEPT. 1490 Chocked by: -' 9 D�rg. No. ¢ .0 1) G, Tt -1 r , d.�,j� 5. z-� . ``REC-o RD TJ RAW lPICs►5" 1 � 275 3 Q -Zn -9 � [714) 276-8760 G R S B5�- � Approved@ ^ .G� .e cese �'� 'CITY ENGINEER RCE 251 ��451 1