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Home My WebLink About3868-1NOT A PART LOT A" Fav-P"-S�T- (-PRA TE�- - - s :. 7 s s 10 11 12 13 RA C T 16871 v 6 14 15 18 17 7. lT SHALL BE THE RESPONSIBIL/ TY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR I� r OTHER TRAFFIC CONTROL DEV/CES AT ALL TIMES. (� ; - s 11 .1cs -s 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES c I 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 5 FEET OR GREATER /N DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. Ift� 34 GENERAL NO TES M. W. D. CONSTRUCTION NO TES: 9. 1. ALL WORK SHALL BE /N ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, LATERALS, PROFILES &DETAILS GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE --- THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS GROUP, TELEPHONE (909)776-2664, AT LEAST TWO (2) WORKING 18. ("GREEN BOOK'). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION -- L0 MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR UNLESS OTHERWISE NOTED. 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED /N THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE SEPARATE PERMIT FOR THAT PURPOSE. - 19. RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS /N THE "GREEN BOOK" THE CONTRACTOR j 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE J. ALL MATER/ALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENG/NEER. LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO I 4. ADVANCE CONSTRUCT/ON SIGNING /ND/GATING DURATION OF PROJECT SHALL BE /N PLACE ONE WEEK 72 PR/VA TE I I 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. PRIOR TO IMPLEMENT/NG DETOURS CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. RECREA TION 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT 71 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE C/7Y OF FONTANA COMMUNITY DEVELOPMENT PROPOSED TO BE USED OVER THE PIPELINE MUST BE SUBMITTED DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS, ALL DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK, INSPECT/ON COORDINATION 22. -- - TO CONSTRUCTION. SHALL BE REQUESTED AT LEAST TWO WORK/NG DAYS PRIOR TO THE START OF ANY WORK /N PUBLIC _ _ �CBF- - - - 13. RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 4. ALL M.W.D. 'S STRUCTURES SHALL BE NOTED AND LOCATED PRIOR t APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER TO ANY CONSTRUCTION WORK. WHEN A MANHOLE OR OTHER M. W.D. 23. COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. ! 1 2 3 4 5 15. DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDIT/ON 00 CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES THE CONTRACTOR SHALL BE UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCT/ON CONTROL STAKING DURING CONSTRUCTION. NOT A PART LOT A" Fav-P"-S�T- (-PRA TE�- - - s :. 7 s s 10 11 12 13 RA C T 16871 v 6 14 15 18 17 7. lT SHALL BE THE RESPONSIBIL/ TY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR I� r OTHER TRAFFIC CONTROL DEV/CES AT ALL TIMES. (� ; - s 11 .1cs -s 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES c I 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 5 FEET OR GREATER /N DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. Ift� 34 s l S 40 I \ h \ 41 38 2 I TRACT BOUNDARY -R V i 42 37 i 3 Q .I k INDEX MAP SCALE: 7" = 700' SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO M. W. D. CONSTRUCTION NO TES: 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE i LATERALS, PROFILES &DETAILS GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE --- REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS GROUP, TELEPHONE (909)776-2664, AT LEAST TWO (2) WORKING 18. THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENT/AL EX/STS FOR GROUND MOVEMENT -- L0 MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR VICINITY OF MWD'S FACILITIES AND RIGHT-OF-WAY. 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED /N THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A - SEPARATE PERMIT FOR THAT PURPOSE. - 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING -'� 73 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, T ! IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE NO GREATER THAN THOSE IMPOSED BY A LOADED CATERPILLAR 20. LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO I AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTRACT UNDERGROUND SERVICE ALERT AT 72 PR/VA TE I 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. ! CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. RECREA TION 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT 71 21. NOT LIMITED TO GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, PROPOSED TO BE USED OVER THE PIPELINE MUST BE SUBMITTED DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS, ALL ' FOR M. W.D.S REVIEW AND APPROVAL AT LEAST 30 DAYS PRIOR 22. UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR TO CONSTRUCTION. FACILITIES. 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT 4. ALL M.W.D. 'S STRUCTURES SHALL BE NOTED AND LOCATED PRIOR APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER TO ANY CONSTRUCTION WORK. WHEN A MANHOLE OR OTHER M. W.D. 23. COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS FACILITY MUST BE MODIFIED TO ACCOMMODATE THE CONSTRUCTION 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCT/ON CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SURVEY MONUMENTS THAT WILL BE DESTROYED ASA RESULT OF THIS CONSTRUCTION s l S 40 I \ h \ 41 38 2 I TRACT BOUNDARY -R V i 42 37 i 3 Q .I k INDEX MAP SCALE: 7" = 700' 3"MAX. SIZE NATIVE _ SOIL COMPACTED 95% 1:1 SLOPE OR FLATTER -I I OR ADEQUATE SHORING =III -III-I 90% COMPACTED GRANULAR BEDDING �R,_W I I I NATIVE BACKFILL SELECTED TRENCH SIDE '-i 6" MAX. SIZE MATERIAL (1" MAX. SIZE). I I-! I= CITY OF FONTANA STORM DRAIN PLANS 0 I W J v cn f N NOTES: 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE. 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING. 3. CLASS II AGG.BASE ALL TRENCHES LESS THAN 100' IN LENGTH. 4. COMPACTION SHALL BE 90% IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS. SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO M. W. D. CONSTRUCTION NO TES: 7 OF 2 CONSTRUCT/ON SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE 2 OF 2 LATERALS, PROFILES &DETAILS MONUMENT 1. NOT/FY MR. JOE MIRONE OF M.W.D. 'S WATER SYSTEM OPERATIONS o GROUP, TELEPHONE (909)776-2664, AT LEAST TWO (2) WORKING 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RES/DENTS AND BUSINESSES AT ALL TIMES. A DAYS (MONDAY THROUGH THURSDAY) PRIOR TO ANY WORK IN THE L0 MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR VICINITY OF MWD'S FACILITIES AND RIGHT-OF-WAY. TO BEST KNOWLEDTHERE ARENOEXISTING UTILITIES RESIDENTS AND EMERGENCY VEHICLES THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE 2. EX/ST/NG PIPELINE /S ADEQUATE FOR AASHTO H-20 LOADING, 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING WITH A MINIMUM 4 FEET OF COVER, DURING CONSTRUCT/ON, ADEQUATE WATERING, AT ALL TIMES WITH A MINIMUM 5 FEET OF COVER, EQUIPMENT IMPOSING LOADS NO GREATER THAN THOSE IMPOSED BY A LOADED CATERPILLAR 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATER/AL, MUD, SILT OR DEBRIS TO BE 657E OR A 666B SCRAPER MAY OPERATE OVER THE PIPELINE, PROVIDED THE GROUND /S MAINTAINED IN A SMOOTH CONDITION DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING ON BOTH SIDES OF THE PIPELINE. CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. J. A LIST AND SPECIFICATIONS OF ALL CONSTRUCTION EQUIPMENT 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PR/OR APPROVAL OF THE CITY INSPECTOR. PROPOSED TO BE USED OVER THE PIPELINE MUST BE SUBMITTED ' FOR M. W.D.S REVIEW AND APPROVAL AT LEAST 30 DAYS PRIOR 22. A GEOTECHNICAL ENG/NEER SHALL CERT/FY ALL BACKFILL COMPACT/ON, FAILURE TO OBTAIN THE TO CONSTRUCTION. REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 4. ALL M.W.D. 'S STRUCTURES SHALL BE NOTED AND LOCATED PRIOR TO ANY CONSTRUCTION WORK. WHEN A MANHOLE OR OTHER M. W.D. 23. CARE SHOULD BE TAKEN TO PREVENT GRADES DITCHES AND SWALES FROM UNDERMINING STREET FACILITY MUST BE MODIFIED TO ACCOMMODATE THE CONSTRUCTION 3"MAX. SIZE NATIVE _ SOIL COMPACTED 95% 1:1 SLOPE OR FLATTER -I I OR ADEQUATE SHORING =III -III-I 90% COMPACTED GRANULAR BEDDING �R,_W I I I NATIVE BACKFILL SELECTED TRENCH SIDE '-i 6" MAX. SIZE MATERIAL (1" MAX. SIZE). I I-! I= CITY OF FONTANA STORM DRAIN PLANS 0 I W J v cn f N NOTES: 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE. 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING. 3. CLASS II AGG.BASE ALL TRENCHES LESS THAN 100' IN LENGTH. 4. COMPACTION SHALL BE 90% IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS. TRACT 16871 TOP OF STRUCTURAL PAVEMENT SUBGRADE STORM DRAIN PIPE III- III- GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE 1/2" CRUSHED STONE BEDDING. TRENCH DETAIL NOT TO SCALE VICINITY MAP NOT TO SCALE CONSTRUCTION NOTES: O CONSTRUCT 24" R.C.P. STORM DRAIN (D LOAD PER PLAN). 2O CONSTRUCT JUNCTION STRUCTURE PER A.P. W.A. STD. PLAN 340-1, SEE SHT 2 (REMOVE PORT/ON OF EXIST 36" RCP AS SHOWN ON SHT 2) O3 CONSTRUCT C.B. PER A.P. W.A. STD. PLAN 300-2 "W" PER PLAN (SEE SHT 2). Q TY & UNI T.- 40 .40 LF 1 EA 2 EA i SHEET INDEX SHEET 111 r 04 (I- 7 OF 2 w 2 OF 2 LATERALS, PROFILES &DETAILS o =III Y OF FON TA NA UTIL /T Y NO TIF/CA TION L /S T TAINED BY A CH OF AVAILABLERECORDS; ' WN ON HOFEOUR PLANS ARE GE, OTHE L0 w TO BEST KNOWLEDTHERE ARENOEXISTING UTILITIES THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE TRACT 16871 TOP OF STRUCTURAL PAVEMENT SUBGRADE STORM DRAIN PIPE III- III- GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE 1/2" CRUSHED STONE BEDDING. TRENCH DETAIL NOT TO SCALE VICINITY MAP NOT TO SCALE CONSTRUCTION NOTES: O CONSTRUCT 24" R.C.P. STORM DRAIN (D LOAD PER PLAN). 2O CONSTRUCT JUNCTION STRUCTURE PER A.P. W.A. STD. PLAN 340-1, SEE SHT 2 (REMOVE PORT/ON OF EXIST 36" RCP AS SHOWN ON SHT 2) O3 CONSTRUCT C.B. PER A.P. W.A. STD. PLAN 300-2 "W" PER PLAN (SEE SHT 2). Q TY & UNI T.- 40 .40 LF 1 EA 2 EA i SHEET INDEX SHEET DESCRIPTION 7 OF 2 TITLE SHEET 2 OF 2 LATERALS, PROFILES &DETAILS IMPROVEMENTS UPON INSPECT/ON OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY THE FACILITY SHALL BE MODIFIED BY M. W.D. FORCES. PRIVATE ENG/NEERs S NOT/CE TO CONTRACTORS NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR AND FINISH TO MATCHC/T Y OF FON TA NA UTIL /T Y NO TIF/CA TION L /S T TAINED BY A CH OF AVAILABLERECORDS; ' WN ON HOFEOUR PLANS ARE GE, OTHE EX/STING CONCRETE. TO BEST KNOWLEDTHERE ARENOEXISTING UTILITIES THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE CITY OF FONTANA ADELPHIA (CABLE TV) SBC PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE ATTN• BRIAN WREN ATTN. JACK HAVES 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE 8353 SIERRA AVENUE ATTIV. JAMES ZIELINSKI DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- CITY ENG/NEER. FONTANA, CA 92335 1205 DUPONT AVENUE 1265 N. VAN BUREN STREET SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT (909) 350-6632 ONTARIO, CA. 91761 SUITE 180 SHOWN ON THESE DRAWINGS. RECORD p LEGEND 26. PRIOR TO CONSTRUCT/ON, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION (909) 390-4738 ANAHEIM, CA 92807 AND LOCATION OF CONNECTIONS CITY APPROVAL OF CONNECTIONS TO EXIST/NG FACILITIES DOES NOT SO. CALIFORNIA GAS COMPANY (714) 666-5415 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- YROEESS�pj ATTN: JACK JARVIS VERIZON lBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION ,.� VODtE A.C. ASPHALTIC CONCRETE P.C.C. PORTLAND CEMENT CONCRETE IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 16231 VALLEY BLVD. ATTY. STEVE HOCK SAN GABRIEL VALLEY OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT � � � troy B.C. BEGIN CURVE FONTANA, CA. 92335 1400 E. PHILLIPS BLVD. MUNICIPAL WATER DISTRICT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS- - (R) RIDGE LINE (-909) 428-8411 � � a �. s�o2o �, B. V.C. BEG. VERTICAL CURVE RAW RIGHT OF WAY 27. IF EX/STING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE EMERGENCIES: (800) 427-2200 POMONA, CA. 91766 ATTN. DAVE JOHNSON AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER B. W. BACK SIDEWALK TAN. TANGENT CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. (909) 469-6327 549 EAST SIERRA MADRE AVENUE AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, C.B. CATCH BASIN SO. CALIFORNIA EDISON COMPANY AZUSA, CA. 91702-1299 IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING C.L. CENTERLINE T. C. TOP OF CURB 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, 7951 REDWOOD AVE. FONTANA WATER COMPANY P. 0. BOX 1299 FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE i1��i/ie- �**�' E. C. END CURVE W WIDTH INSPECTED AND APPROVED. FONTANA, CA. 92335 _� (909) 820-5598 - UNDERGROUND ATTN. MICHAEL J. McGRAW (909) 969-7911 ENGINEER. � CA1:�� E. P. EDGE PAVEMENT V VERTICAL DEPTH (909..,) 875-5100 - TRANSMISSIONS 8440 NUEVO AVENUE H U AK EA & A SSO CIATES E. G. EDGE GRADE (590.69) INDICATES EXISTING ELEVATION 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO PAVING OR (21.1) 637-1233 - PIPELINES FONTANA, CA 92335 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL 2900 DAMSSTM-A•15,R#VEC90E,GA.9Z!94 E.V.C. END VERTICAL CURVE 590.69 ' (909) 357-6233 - DISTRIBUTION TEL: (909) 822-2201 REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT C"I) M-72� F. L. FLOW LINE INDICATES PROPOSED ELEVATION STREETS r , CRAWFORD CANYON MUTUAL WATER CO. FAX. (909) 823-5046 OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOT/FY THE F. S. FINISH SURFACE INDICATES SLOPE > 4 1 ATTY. BASIL J. FABR/Zl0 ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE G.B. GRADE BREAK AC PAVEMENT 30. APPROVED SOILS STERILANT /S REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. (gT Y. BASIL J. WEST VALLEY WATER DISTRICT OF CONDITIONS. H.P. HIGH POINT BENCH MARK. # 8-17 BASIS OF BEARINGS: INV. INVERT ® REMOVAL v� 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE WEST SAN BERNARDINO WATER ATTN.- LON TSAI BRASS CAP /N THE CONCRETE BASE OF THE BRG. N089'59'31'E O.C. ON CURVE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. UNDERGROUND SERVICE ALERT 855 W. BASELINE ROAD CONTRACTOR SHALL COMPLY WITH ALL N. P. D. E. S. REQUIREMENTS. THE SOUTH LEG OF AN SCE TOWER ALONG THE 8 SUMMIT AVE ® GRIND (800) 422-4133 RIALTO, CA 92377 34,3 NORTH OF HIGHLAND, 0.2 M/ WEST a 6 CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER UAL OF SAN SEVA/NE RD., 2.65 M/ WEST 1SHOWN ON TR N0. 32. UPON COMPLETION OF CONSTRUCT/ON, CONTRACTOR SHALL RESTORE ALL SIGN/NG, STRIPING, OF SIERRA AVE 16427-1, M.B. 296%7-11. BARRICADES, AND OTHER TRAFFIC CONTROL DEV/CES TO THE SATISFACTION OF THE CITY BOXES, UTILITY BOXES AND LIDS, ETC. ELEVAT1oN: # 1428.609 O TRAFFIC ENGINEER. REV. REVISION DESCRIPTION DA TE ENGR. C/ TY DA TE Pre ared Under The Supervision Of : C/ T Y OF FONTANA CALIFORNIA SHOULD CONS TRUC T/ON OF THE REQUIRED /MPRO VEMENTS P P s 33. AS-BULIT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENG/NEER OF PREPARED /N THE OFF/CE OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. NOT COMMENCE W/TH/N TWO YEARS OF THE DATE OF L I wq E� MADOLE AND ASSOCIATES, INC. STORM DRAIN IMPROVEMENT PLANS 34. MINIMUM D -LOAD FOR ALL R.C.P. IS 1350. o APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A �� - DRAWN BY SCALE: w No. 36637 c 760-A S. ROCHESTER AVENUE DJ T/TLE SHEET AS SHOWN N DIAL Exp: 06-30-06 ONTARIO, CA 91761 1 35. "THE CONCRETE COAT/NG ON THE /NS/DE OF ALL REINFORCED CONCRETE PIPES MUST TWO WORKING D/L/GENT MANNER, THE C/TY ENG/NEER MAY REQUIRE DESIGNED BY.• DATE:• Io BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE BEFORE DAYS BEFORE PHONE (909) 937-9151 YOU DIG s� G � �,��' CFB T A T 16571 OCT 2005 DES/GN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH YOU DIG REVISIONS TO THE PLANS TO BR/NG THEM INTO "9T I V DRAWING NO. FOFCAL�Fa� ate Q D CHECKED BY. C . APP VED ' IN THESE REACHES SHALL BE fc=5, 000 psi FOR VELOCITIES EXCEDD/NG 20 FEET PER TOLL FREE 1-800-227-2600 CONFORMANCE W/TH GOND/T/ONS AND T N RCE 36637 EXP. 6 0- 6 ' SECOND AND fc-6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT S A DARDS /N EFFECT. SCL 3868 2 Q RECAe� SRA 1�✓!il/!s S ` v M , (� �,�/ �/ WENDELL L. /WA TSURU Cl N INFER R. C. E. 51152 A JA126-2003\.storm\sd0l.dwa. 12/8/2005 8:42:27 AM. Gerry. Ger