The URL can be used to link to this page

Home My WebLink About5369-1STREET IMPROVEMENT NOTES I. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLAN5, THE CITY OF FONTANA STANDARD PLAN5, THE CONTRACT PROVISIONS T AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ('GREEN BOOK'). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLE55 OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT 15 FOUND TO EXIST 1N THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE 'GREEN BOOK.. THE CONTRACTOR SHALL 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 COMIMUNITY 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 PUBLIC RIGHT-OF-WAY WITHIN. THE CITY LIMITS. CALL (909) 350-7610. 5. THE CONTRACTOR 514AU CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MAMIAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY TWE CITY - TRAFFIC ENGINEER 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL rm' DEVICES AT ALL TIMES. I - 7. THE I27MMCTOR 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 SNORING, SLOPING I I 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 SUALL ALSO BE GUARDED WHEN THE OTENTIAL EXISTS FOR GROUND MOVEMENT. ' Z I 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR I THAT PURPOSE 10. THE LOCATIONS OF UTILITIES 51"IOVNN NAVE BEEN DETERMINED FROOM AVAILABLE INFORMATION, HOWEVER, IT SNALL 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 I-8017-227-26010 TWO WORKING DAYS BEFORE EXCAVATION, It. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, I Q TELEPHONE, ELECTRIC, CABLE TELEVISICI, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, I W SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE J PRIOR TO WORK AROUND THEIR FACILITIES. ' I I 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY I AUTHORIZATION CONTRACTOR 51 -GALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. I 1 I ►3_ CURVE DATA REFERS TO THE FACE OF CURB. 14. STAT_19NIN6 REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE TWE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR 54AU BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND � CONSTRUCTIW COITM9L. STAKING DURING CONSTRUCTION 16. THE CONTRALTO: _%LOLL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WID40UT PRIOR NOTIFICATION TO THE CITY ENGINEER 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, C SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY (MONUMENTS THAT WILL BE Q DESTROYED AS A RESULT OF T14I5 CONSTRUCTION/ SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION 50 THAT TIES TO MONUMENTS CAN BE ESTABL15HED FOR LATER REPLACEMENT OF THE Q MONUMENT. 0 I8. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SNALL BE MAINTAINED AT ALL TIMES IN TWE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT Q ALL TIMES. ?0_ ALL GRADING OPERATIONS SNALL BE DISCONTINUED WHEN SUSTAINED WIND VEL00T1E5 EXCEED 25 MILES PER HOUR 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR O PRIVATE PROPERTY AD.14CENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE C1Tr INSPECTOR- 23. NSPECTOR23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION FAILURE TO OBTAIN THE REQUIRED DENSITY 514 ALL REQUIRE' RE -WORKING OF THAT PORTION OF THE WORK UNTIL TWE SPECIFIED DENSITY 15 OBTAINED. 24. CARE 51WLD BE TAKEN TO PREVENT GRADES, DITCHES, AND SHALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SHALES ENTERING OR LEAVING 11 IMPROVEMENTS. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS 51 -LOLL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,. COLOR AND FINISH TO MATCH EXISTING CONCRETE 27. TWE SEWER CONTRACTOR SHALL STAMP AN. 850 IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL 28. NO �E SAALL BE PLACID UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 2q- ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT 15 REQUIRED UNDER ALL NEW A5PNALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS 5NOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER A5 DaST_ DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. R/w 32 ACTUAL TWICKMESS OF A.O PAVF?IF VT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE =4 Ai_• 4t �94 - IMF- �r v A BASELINE A VENUE INDEX MAP 60 30 0 60 120 GRAPHIC SCALE9NSTpV/77ON NO 7ES scALF: I' = so CONSTRUCT 4' MIN. A.C. OVER 12' MIN. OF 95S COMPACTED NATIVE SUBGRADE PER CITY OF FONTANA STD. DWG. NO. 400. CONSTRUCT 8' CURB AND GUTTER PER CITY OF FONTANA STD. DWG. NO. 1000. CONSTRUCT 6' CURB AND GUTTER PER CITY OF FONTANA STD. DWG. NO. 101010. SAW T AND COLD PLANE TO EXISTING A.B. PAVING PER DETAIL ON SHEET 2. CONSTRUCT CRO55 GUTTER PER CITY OF FONTANA STD. DWG. NO. 403. (W=8') CONSTRUCT 4' THICK PCC CONCRETE SIDEWALK PER CITY OF FONTANA STD. DWG. NO. 101016. CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF FONTANA STD. DIG. NO. 1002. CONSTRUCT CURB ACCESS RAMP PER CITY OF FONTANA 5TD. DWG. NO. 1003. CONSTRUCT 4.5' MIN_ A.C_ OVER 12' MIN. OF 95S COMPACTED NATIVE SUBGRADE PER CITY OF FONTANA 5TD. DWG. NO. 407. CONSTRUCT REVERSE UNDER 51DEHALK DRAIN, SIZE 3 RECTANGULAR PIPE, SLOPED 5=0.04 AWAY FROM GUTTER FLOW LINE PER CITY OF FONTANA 5TD. DWG. NO. 30101_ CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA 5TD. DWG. NO. 3073, WD=2', K=5'. BAST. RM QTY. 18667 S.F. 244 LF. 1,068 LF. 343 LF_ 264 S.F. 7,352 S.F. 2,q77 S.F. 2 EA. 6,170 S.F. 2 EA_ 2 EA. LEGEND F.5. I BASE! INE AVE MIN/TY MAP PROPOSED LOT LINE < FIN1514 GRADE ELEVATION - - - - - EXISTING LOT LINE W CIL R/W - - EXISTING RIGHT OF WAY PROP05ED RIGHT OF WAY THOMAS GUIDE - PAGE 604, 14-6 (2005 EDITION) z P2 RIGHT OF WAY PROPERTY LINE - CENTERLINE EXISTING EXISTING CURB DRIVEWAY OWNER DEVELOPER PROP05ED CURB EXISTING SIDEWALK T.TOP rx�NTGOMERr AVE MARC HOMES LLC PROPOSED SIDEWALK EXISTING SEWER 51DEWALK PROP105ED SEWER - DXISTINK WATER v, SAN .IACINTCN Of AVE PAD ELEVATION PROP05EO WATER PROP05EO FENCE PROPOSED FLOW LINE M.N. PROPOSED SEWER MANHOLE ELAINE DR. I inin S.F. SQUARE FEET F.L FLOW UNE ELEVATION - RANCHO GUC4I`V NGA, CA 91730 u 7F BAMLINE AVE 139M 36' -............. --....... ----------------•--�.d.�_.....� 2- .......... - ..................................PLAN AND PROFILE It 0.5' 5' 6.5' 2,0 6.5' ul 5' 0 5' PRI VA 7E ENGINEER'S NO TES• 3 ...................... -OLEANDER AVE CRC55 SECTIONS 1 EXIST: EL15 VARIES I a)RB) PROP PROP. I_ UNLESS SPECIFIED IN TWE PROJECT SPECIFIC CONSTRUCTION DIOCUMENTS ALL CONSTRUCTION 51-IOWM H-?EREON SHALL BE s✓w Lis Ex15r. a• PROP ac,1rER L/s S4 IN ACCORDANCE WITH THE GOVERNING AGENCY ADOPTED VERSION OF TWE UNIFORM BUILDING CODE, TWE 'STANDARD a alRB ; GU7TER 2s SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION' CURRENT EDITION AND THE 'STANDARD PLANS FOR PUBLIC WORKS VARIES CONSTRUCTION' (CURRENT EDITION). 2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OF STRUCTURES SHOWN ON THESE PLANS WERE h E,Lr - _ OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN R PROP EX75T_ PROP THE FIELD BY THE CONTRACTOR, 50 THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR GRADE CRWRWOLEANDER AVENUE OF TWE PROPOSED IMPROVEMENTS. TWE CONTRACTOR I5 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO o' PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANSNOr SCALE. RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY of FONTANA FOR APPROVAL UPON COMPLETION OF 12' 20, �, - n.5' 6' STA: 18+32.64-19f 17.28 3 - . PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY TWE HORIZONTAL AND VERTICAL POSITION OF ALL POINTS OF ROUGH GRADING. 5 224'CONNECTION TO EXISTING STRUCTURES THIS SHALL INCLUDE BOTH ABOVE GROUND AND BELOW GROUND POINTS OF _ 0.5' 5' 6.5' VARIES at 5' 4.5' 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING EXIST EXIST. PROP CCNTRQCTOR UPON COMPLETION OF PAVING. Sew u5 EXIST. a' PROP A.0 PROP all ame L/5 • CURB $ GUTTER PAVING i GUTTER 2s 1.262-1.6.Z 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC 5_ CONTROL DEVICES TO THE SATISFACTION OF TWE CITY TRAFFIC ENGINEER - 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO TWE SATISFACTION OF TWE CITY ENGINEER. _ 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY TWE CONTRACTOR TO TWE ENGINEER OF RECORD, WHO SNALL PROVIDE RECORD OLEANDER AVENUE DRAWINGS TO TWE CITY ENGINEER. NOT TO SC" STA: 164-24 60-17+36 64 BENCHMARK NO. 407 PSC MAIL IN THE WEST END OF TWE SOUTHWEST CURB RETURN OF CYPRESS - AND MILLER ELEV.=1356.59 17 R REV. REVISION DESQ?IPAAV PSAM 1500 IOWA AVENUE, SUITE 210 D� TWO WORKING BEFRIVERSIDE, CA 92507 IOU ORE MASOD G o DAYS YOU DIG RE (951) 787-8421 WWW.PSOMAS.COM TOLL FREE ®1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONNECTION THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION 4. T14ICKNE55 OF PAVEMENT AND BASE MATERIAL SHOWN HEREON 15 PRELIMINARY ONLY : FINAL PAVEMENT SECTION TO BE h DETERMINED BY SOILS TEST AND RECOMPIENDED BY THE SOILS ENGINEER UPON COMPLETION OF ROUGH GRADING. 5. CONSTRUCTION CONTRACTOR AGREES TWAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED _TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR _SOB SITE # CONDITIONS DURING TWE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING -SAFETY- OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL I WORKING HOURS. f s 6. THE PRIVATE ENGINEER SIGNING THESE PLANS 15 RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF $ THE DESIGN HEREON. IN TWE EVENT OF DISCREPANCIES ARISING AFTER APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER 514AU BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING TWE PLANS ' ACCORDINGLY DACE ENcrz arr °ATE SHOULD CONSTRUCTION OF THE REQUIRED PREPARED UNDER 7HE SuPERV1SIGIN CIF CITY OF FONTANA, CALIFORNIA IMPROVEMENTS NOT COMMENCE WITHIN �o GEsswo STREET IMPROVEMENT PLAN TWO YEARS OF THE DA TE OF APPROVAL SHOWN HEREON AND CARRIED FORTH /N A "i Na 8M7 '� ?- DRAWN BY SCALE X/*2?S TRACT NO. 2 0 0 60 AS 910M DILIGENT MANNER, THE CITY ENG/NEER 03/31/2017DESIGNED BY DATE MA Y REQUIRE REVISIONS TO THE PLANS *� \* 's X/18 TIT E SHEET 8/24/15 '_ TO BRING THEM INTO CONFORMANCE WITH �rF C 1 v 1 %- l STANDARDS /N EFFECT. °F CALl alECKED BY APP kB.- °RAWN0 Na-- Ei aANDREW G N'tX,1DARD 2GE 8.3557 L8/Ai1, pTy G/NEE G .51152 D� 5J69 F.5. FINISH SURFACE ELEVATION MIN/TY MAP F.G. FIN1514 GRADE ELEVATION NOT TO SCALE CIL R/W - CENTERLINE THOMAS GUIDE - PAGE 604, 14-6 (2005 EDITION) P2 RIGHT OF WAY PROPERTY LINE SECTION 6 TOhINSHIP I SOUTH RANGE 5 WEST �' F.F. DRIVEWAY OWNER DEVELOPER T.TOP FINISH FLOOR ELEVATION OF CURB MARC HOMES LLC 5/W 51DEWALK MICHAEL LUTZ - PAD ELEVATION 8282 WHITE OAK AVE, SUITE 112 INVERT OF PIPE ELEVATION RANCHO GUC4I`V NGA, CA 91730 E.G. N.G. EXISTING GROUND PHONE: 909-244-8986 N -T 5- NATURAL GROUND NOT TO SCALE FAX. 951-271-7315 (x") EXISTING ELEVATION ENGINEER T.BA. TO BE ABANDONED _ 0/5 OFFSET P50MAS P. P PROTECT IN PLACE 15010 IOWA AVENUE, SUITE 210 T-B.R TO BE REMOVED RIVERSIDE, CA 92507 RtR - REMOVE AND RELOCATE PN: (951) 787-8421 PROPOSED AC PAVEMENT' FAX: (951) 682-3379 SOURCE OF TOPOGRAPHY PROPOSED CONCRETE SIDEWALK AERIAL TOPOGRAPHr Br: I PROPOSED SAWCUT AND COLD PLANE ANALYTICAL PNOTOGRAIMMETRIC SURVEYS, INC 3544 UNIVERSITY AVE SUITE IA RIVERSIDE, CA 42501 PN: (951) 686-5103 FAX. (951) 686-1826 PROP PROP Pjwp DATE: MAY 21, 2014 R/W C/L RM FIELD TOPOGRAPHY Br.- Y:IW IWCONSULTING ENGINEERS, INC 30' 30' 3544 UNIVERSITY AVE 12' Ib' 1s' 1?' RIVERSIDE, CA 92501 0.5' 5' 1 6.5' 6.5' 5' 0.5' PH: (951) 905-5300 PROP PROP o PRaP FAX. (951) 905-5302 S/W L/5 PRCP 6. , Atpwp- L/5 5/W DATE. 9, 2014 =- - CURB - - ---�� - � SO/LS ENG/NEER -- - 29 GEOTEK, INC - - 710 E PARKRIDGE AVENUE L - CORONA, CALIFORNIA 92879 PN: (951) 710-1160 FAX. (95l) 710-1167 KINGSTON COUR T U 17LI T Y PRO WDERS - NOT TO SCAL ER...-..-.-._......- -...._.-..... FCNTANA WATER COMPANY SEWER:. ................-..- FONTANA WATER COMPANY ELECTRICITY:SOUTHERN CALIFORNIA EDISON `GAS:....�..... SOUTHERN GAS COMPANY ' . TELEPHONE: _ 56C/PACBEIL TELEVISION: __ GOLDEN STAT FOR TIME WARNER TELECOM Etr _ SHEET INDEX PROP _ ` SHEET NO SHEET DESCRIPTION o = I TITLE SHEET 1 36' -............. --....... ----------------•--�.d.�_.....� 2- .......... - ..................................PLAN AND PROFILE It 0.5' 5' 6.5' 2,0 6.5' ul 5' 0 5' PRI VA 7E ENGINEER'S NO TES• 3 ...................... -OLEANDER AVE CRC55 SECTIONS 1 EXIST: EL15 VARIES I a)RB) PROP PROP. I_ UNLESS SPECIFIED IN TWE PROJECT SPECIFIC CONSTRUCTION DIOCUMENTS ALL CONSTRUCTION 51-IOWM H-?EREON SHALL BE s✓w Lis Ex15r. a• PROP ac,1rER L/s S4 IN ACCORDANCE WITH THE GOVERNING AGENCY ADOPTED VERSION OF TWE UNIFORM BUILDING CODE, TWE 'STANDARD a alRB ; GU7TER 2s SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION' CURRENT EDITION AND THE 'STANDARD PLANS FOR PUBLIC WORKS VARIES CONSTRUCTION' (CURRENT EDITION). 2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OF STRUCTURES SHOWN ON THESE PLANS WERE h E,Lr - _ OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN R PROP EX75T_ PROP THE FIELD BY THE CONTRACTOR, 50 THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR GRADE CRWRWOLEANDER AVENUE OF TWE PROPOSED IMPROVEMENTS. TWE CONTRACTOR I5 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO o' PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANSNOr SCALE. RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY of FONTANA FOR APPROVAL UPON COMPLETION OF 12' 20, �, - n.5' 6' STA: 18+32.64-19f 17.28 3 - . PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY TWE HORIZONTAL AND VERTICAL POSITION OF ALL POINTS OF ROUGH GRADING. 5 224'CONNECTION TO EXISTING STRUCTURES THIS SHALL INCLUDE BOTH ABOVE GROUND AND BELOW GROUND POINTS OF _ 0.5' 5' 6.5' VARIES at 5' 4.5' 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING EXIST EXIST. PROP CCNTRQCTOR UPON COMPLETION OF PAVING. Sew u5 EXIST. a' PROP A.0 PROP all ame L/5 • CURB $ GUTTER PAVING i GUTTER 2s 1.262-1.6.Z 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC 5_ CONTROL DEVICES TO THE SATISFACTION OF TWE CITY TRAFFIC ENGINEER - 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO TWE SATISFACTION OF TWE CITY ENGINEER. _ 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY TWE CONTRACTOR TO TWE ENGINEER OF RECORD, WHO SNALL PROVIDE RECORD OLEANDER AVENUE DRAWINGS TO TWE CITY ENGINEER. NOT TO SC" STA: 164-24 60-17+36 64 BENCHMARK NO. 407 PSC MAIL IN THE WEST END OF TWE SOUTHWEST CURB RETURN OF CYPRESS - AND MILLER ELEV.=1356.59 17 R REV. REVISION DESQ?IPAAV PSAM 1500 IOWA AVENUE, SUITE 210 D� TWO WORKING BEFRIVERSIDE, CA 92507 IOU ORE MASOD G o DAYS YOU DIG RE (951) 787-8421 WWW.PSOMAS.COM TOLL FREE ®1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONNECTION THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION 4. T14ICKNE55 OF PAVEMENT AND BASE MATERIAL SHOWN HEREON 15 PRELIMINARY ONLY : FINAL PAVEMENT SECTION TO BE h DETERMINED BY SOILS TEST AND RECOMPIENDED BY THE SOILS ENGINEER UPON COMPLETION OF ROUGH GRADING. 5. CONSTRUCTION CONTRACTOR AGREES TWAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED _TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR _SOB SITE # CONDITIONS DURING TWE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING -SAFETY- OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL I WORKING HOURS. f s 6. THE PRIVATE ENGINEER SIGNING THESE PLANS 15 RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF $ THE DESIGN HEREON. IN TWE EVENT OF DISCREPANCIES ARISING AFTER APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER 514AU BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING TWE PLANS ' ACCORDINGLY DACE ENcrz arr °ATE SHOULD CONSTRUCTION OF THE REQUIRED PREPARED UNDER 7HE SuPERV1SIGIN CIF CITY OF FONTANA, CALIFORNIA IMPROVEMENTS NOT COMMENCE WITHIN �o GEsswo STREET IMPROVEMENT PLAN TWO YEARS OF THE DA TE OF APPROVAL SHOWN HEREON AND CARRIED FORTH /N A "i Na 8M7 '� ?- DRAWN BY SCALE X/*2?S TRACT NO. 2 0 0 60 AS 910M DILIGENT MANNER, THE CITY ENG/NEER 03/31/2017DESIGNED BY DATE MA Y REQUIRE REVISIONS TO THE PLANS *� \* 's X/18 TIT E SHEET 8/24/15 '_ TO BRING THEM INTO CONFORMANCE WITH �rF C 1 v 1 %- l STANDARDS /N EFFECT. °F CALl alECKED BY APP kB.- °RAWN0 Na-- Ei aANDREW G N'tX,1DARD 2GE 8.3557 L8/Ai1, pTy G/NEE G .51152 D� 5J69