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Home My WebLink About5228-1 STORM DRAIN IMPROVEMENT PLAN STORM DRAIN GENERAL NOTESP 0 P L A R A'V E N U E SAN BERNARDINO FRWY IIIIIMMIL 1 . ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITYOF All ■ FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN w CALIFORNIA w z > BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS FONTANA , Q Z Q > Q Q OTHERWISE NOTED. a > > 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE S•NTA ANA AVENUE 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. SPECIAL NOTICE TO CONTRACTOR: :I;4r 3 N w v) w� ? it d N 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR THE CONTRACTOR MUST SUBMIT AN ENGINEERED SHORING DESIGN TO METROPOLITAN WATER DISTRICT FOR Q _, TO IMPLEMENTING DETOURS. REVIEW AND ACCEPTANCE A MINIMUM OF 30 DAYS BEFORE THE SCHEDULED START OF EXCAVATION. 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT EXCAVATION MUST NOT BEGIN UNTIL METROPOLITAN ACCEPTS THE SHORING DESIGN. THE SUBMITTAL MUST JURUPA AVENUE DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION INCLUDE ALL REQUIRED TRENCHES, PITS, AND RELATED CALCULATIONS. ' _; cJ rY Jr SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC r ON r�NA 111111011 �"THE SHORING SUBMITTAL MUST BE STAMPED AND SIGNED BY A CALIFORNIA REGISTERED CIVIL ORLEGEND RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. STRUCTURAL ENGINEER. THE SUBMITTED SHORING MUST PROVIDE APPROPRIATE CONTINUOUS SUPPORT FOR1. 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES THE SOIL ADJACENT TO AND UNDER METROPOLITAN'S FACILITIES. THE COMPLETED SHORING DRAWINGS MUST AMINE __ INCLUDE A DETAILED PROCEDURE FOR THE INSTALLATION AND REMOVAL OF THE SHORING. DESIGN - I IAmmirA.B. -AGGREGATE BASE DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION , -r UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. CALCULATIONS MUST FOLLOW THE GUIDELINES SET FORTH IN TITLE 8, CHAPTER 4, ARTICLE 6 OF THE A.C. -ASPHALT CONCRETE VICINITY MAP CALIFORNIA CODE OF REGULATIONS (CCR). ACCEPTED METHODS OF ANALYSIS MUST BE USED. LOADS MUST - ' �-' 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER ( ) '-' B.C.R. -BEGINNING OF CURVE BE IN ACCORDANCE WITH THE CCR OR A SOILS REPORT BY A GEOTECHNICAL CONSULTANT. ALL MEMBERS BLDG -BUILDING N.T.S. TRAFFIC CONTROL DEVICES AT ALL TIMES. MUST BE SECURED TO PREVENT SLIDING, FALLING, OR KICKOUTS. 1 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 B.O.W. -BOTTOM OF WALL FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. BEFORE STARTING THE SHORING DESIGN, THE DESIGN ENGINEER MAY CONSULT WITH METROPOLITAN'S B.W. -BACK OF WALK 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED ENGINEER AS TO METROPOLITAN'S REQUIREMENTS. CONTACT MIKE MCREYNOLDS OF THE PIPELINE AND C.L.F. -CHAIN LINK FENCE BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS FACILITIES DESIGN TEAM, AT (213) 217-6694. CI I CONC. -CONCRETE OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) r C.F. -CURB FACE (5) PRIVATE ENGINEER'S NOTE TO CONTRACTOR W C.B. -CATCH BASIN STORM DRAIN CONSTRUCTION NOTES QUANTITIES FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. I c_ -CENTERLINE 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, W 10 E.C.R. END OF CURVE CONSTRUCT 72" R.C.P., D-1500. BEDDING PER CITY OF FONTANA DETAIL ON SHEET 4. 1,281 L F. SEPARATE PERMIT FOR THAT PURPOSE. CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED I EXIST. EXISTING 11 CONSTRUCT 36" R.C.P., D-2000 BEDDING PER CITY OF FONTANA DETAIL ON SHEET 4. 4 L.F. 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR T "-"'g E.P. -EDGE OF PAVEMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON I 12 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN NO. 3012. 4 EA. THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE I _ F.G. FINISH GRADE AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON I F.F. -FINISH FLOOR 13 CONSTRUCT TRANSITION STRUCTURE RCB TO PIPE PER S.P.P.W.C. STD. PLAN NO. 342-2. 3 EA. THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1 -800-227-2600 TWO THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITYF.L. -FLOW LINE WORKING DAYS BEFORE EXCAVATION. AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR F.S. -FINISH SURFACE 14 PROTECT IN PLACE. N/A STRUCTURES SHOWN ON THESE DRAWINGS. 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT F.H. -FIRE HYDRANT 15 CONSTRUCT PIPE SEAL PER S.B.C.F.C.D. STD. PLAN NO. S.P. 176. 4 EA. LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE G.B. -GRADE BREAK 16 REMOVE AND REPLACE EXISTING SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006. 100 S.F. DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY RESPONSIBILITY FOR JOB SITE CONDITIONS DURING COURSE OF V H.C. HANDICAP COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS I 17 REMOVE AND REPLACE EXISTING 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN 18 L.F. AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY I H.P. -HIGH POINT N0. 1000. 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE "'-"` ! INV. -INVERT AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY OF - M.H. -MANHOLE 18 CONSTRUCT 30" R.C.P., D-1750. BEDDING PER CITY OF FONTANA DETAIL ON SHEET 4. 4 L.F. VALVE OPERATION AND WATER REQUIREMENTS. SAN BERNARDINO, THE OWNER AND THE ENGINEER HARMLESS FROM N.G. -NATURAL GRADE 19 CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD. PLAN NO. 3022. 1 EA. ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY I I F. -PROPERTY LINE 20 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN NO. 3011. 1 EA. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE PB -PULL BOX CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE ENGINEER. � P.P. -POWER POLE 21 CONSTRUCT REINFORCED CONCRETE BOX CULVERT PER L.A.C.D.P.W. STD. PLAN NO. 96 L.F. FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. • ---�,I R/W -RIGHT OF WAY 3053-0, SIZE PER PLAN. SEE DETAIL ON SHEET 4. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS h_ II-I = R.D. -ROOF DRAIN 22 CONSTRUCT PRESSURE MANHOLE SHAFT PER CITY OF FONTANA STD. PLAN NO. 3016 4 EA. WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. METROPOLITAN WATER DISTRICT NOTES= �- - - _ TRANS PAD -TRANSFORMER PAD O PRESSURE FRAME AND COVER PER CITY STD. PLAN NO. 3018. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT 1. THE PROCEDURES AND THE SPECIFICATIONS OF ALL CONSTRUCTION EQUIPMENT TO BE USED FOR THE i. _ T.B. -TOP OF BERM ® PROVIDE 6" BACKFILL LAYER OF SAND BETWEEN STORM DRAIN AND MWD PIPELINE. 3 EA. TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND REMOVAL, PLACEMENT AND COMPACTION OF SOIL AND PLACEMENT OF THE RIPRAP IN THE AREAS OF 1 S = -SLOPE CONSTRUCT 24" R.C.P., D-1750. BEDDING PER CITY OF FONTANA DETAIL ON SHEET 4. 4 L.F. SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA PIPELINE MUST BE SUBMITTED FOR '� S.D. STORM DRAIN BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO METROPOLITAN'S REVIEW AND WRITTEN APPROVAL AT LEAST 30 DAYS PRIOR TO THEIR USE. PROCEDURES S.L. -SIGHT LINE ® SAWCUT, REMOVE AND REPLACE EXISTING PAVEMENT PER CITY OF FONTANA STD. PLAN 14,630 S.F. MUST BE SUCH THAT EXCESSIVE UNBALANCED LOADS ARE NOT IMPOSED ON METROPOLITAN WATER DISTRICT ST.LT. -STREET LIGHT NO. 1008. THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. PIPELINE. PROCEDURES THAT COULD SUBJECT METROPOLITAN WATER DISTRICT PIPELINE TO EXCESSIVE ��' ► T.G. -TOP OF GRATE 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A IMPACTS OR VIBRATORY LOADS ARE NOT ALLOWED. T.C. -TOP OF CURB MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS 2. NO VIBRATORY COMPACTION EQUIPMENT IN VIBRATORY MODE MAY BE USED WITHIN THE 25 FEET OF THE N .I aq TOP -TOP OF SLOPE AND EMERGENCY VEHICLES. CENTERLINE OF METROPOLITAN WATER DISTRICT PIPELINE. W lc .j WM -WATER METER UTUTY CONTACTS TOE -TOE OF SLOPE 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING 3. VEHICLES OF VARIABLE WHEEL CONFIGURATION, SUCH AS READY-MIX CONCRETE TRUCKS WITH LIFTABLE ADEQUATE WATERING, AT ALL TIMES. AUXILIARY AXLES, MUST BE OPERATED IN THEIR HIGHWAY LEGAL CONFIGURATION WHEN THEY ARE WITHIN 25 .__ WV -WATER VALVE III 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED FEET OF THE CENTERLINE OF METROPOLITAN WATER DISTRICT PIPELINE. ' Al I SAN BERNARDINO COUNTY FLOOD CONTROL SOUTHERN CALIFORNIA EDISON ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT 4. DURING CONSTRUCTION, IF THE COVER OVER METROPOLITAN WATER DISTRICT PIPE IS A MINIMUM OF 4 FEET, I 825 E. THIRD STREET, ROOM 140 7951 REDWOOD AVENUE VEHICLES IMPOSING LOADS NO GREATER THAN THAT OF A CAT 633E SCRAPER MAY OPERATE OVER THE rr^^ 1 I- SAN BERNARDINO, CA 92415-0835 FONTANA, CA 92336 PRIOR WRITTEN APPROVAL. VJ PHONE: (909) 387-8256 PHONE: (909) 549-5345 21 . NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. PIPILINE. IF THE COVER IS BETWEEN 3 AND 4 FEET, EQUIPMENT MUST BE RESTRICTED TO THAT WHICH IMPOSES LOADS NO GREATER THAN AASHTO H-10 LOADING. IF COVER IS BETWEEN 2 AND 3 FEET, I ATTN: TOM WILLIAMS ATTN: JEFF HUDSON 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED EQUIPMENT MUST BE RESTRICTED TO THAT WHICH IMPOSES LOADS NO GREATER THAN THAT OF A L DENSITY SHALL REQUIRE RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS TRACK-TYPE TRACTOR WEIGHING A MAXIMUM OF 12,000 POUNDS, AND IF COVER IS LESS THAN 2 FEET, FONTANA WATER COMPANY TIME WARNER OBTAINED. ONLY HAND EQUIPMENT MAY BE USED. I 15966 ARROW ROUTE 17777 CENTER COURT DR. 8TH FLOOR 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET 5. FACILITIES CONSTRUCTED WITHIN METROPOLITAN WATER DISTRICT EASEMENT/ FEE PROPERTY SHALL BE PHONE: ( CA 92355 CERRITOS, CA 90703 IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY SUBJECT TO THE PARAMOUNT RIGHT OF METROPOLITAN TO USE THE EASEMENT/ FEE PROPERTY FOR THE PHONE: (909) 822-2201 PHONE. (562) 677-0263 PURPOSE FOR WHICH IT WAS ACQUIRED. IF AT ANY TIME METROPOLITAN OR ITS ASSIGNS SHOULD, IN THE ATTN: BRENDA FOWLER ATTN: JOHN CHRISTIANSEN NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. II _ EXERCISE OF THEIR RIGHTS, FIND IT NECESSARY TO REMOVE ANY OF THE FACILITIES FROM THE THE 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING jj SOUTHERN CALIFORNIA GAS COMPANY FONTANA UNITED SCHOOL DISTRICT EASEMENT/ FEE PROPERTY, SUCH REMOVAL AND REPLACEMENT SHALL BE AT THE EXPENSE OF THE OWNER � '-"- 9680 CITRUS AVENUE CONCRETE. OF THE FACILITY. r!!_ I � 1981 W. LUGONIA AVE. FONTANA, CA 92335 REDLANDS, CA 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY 6. METROPOLITAN WATER DISTRICT WILL BEAR NO RESPONSIBILITY FOR MAINTENANCE OR UPKEEP OF THE M.M9 IIPHONE: (909) 357-5000 X 29455 ENGINEER. PHONE: (909) 335-7965 PROPOSED CHANNEL WITHIN THE LIMITS OF THEIR EASEMENT/ FEE PROPERTY. ATTN: ED SANTILLAN ATTN: SHERRI WHITTEN 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION 7. POTHOLING OF MWD PIPELINE IS REQUIRED PRIOR TO ANY CONSTRUCTION OVER PIPELINE. MWD WILL , _ AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT PROVIDE A REPRESENTATIVE TO ASSISTS OTHERS IN LOCATING AND IDENTIFYING PIPELINE. TWO WORKING .-- 111AT&T INLAND EMPIRE UTILITY AGENCY (FOR SEWER) IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. DAYS NOTICE IS REQUESTED. h�,�-., 1265 VAN BUREN ST. #180 6075 KIMBALL AVENUE 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE 8. ADEQUATE SHORING AND BRACING IS REQUIRED FOR THE FULL DEPTH OF THE TRENCH. I - - ANAHEIM, CA 92807 CHINO, CA 91708 CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 9. DETECTABLE TAPE OVER BURIED UTILITIES SHALL BE PLACED A MINIMUM OF 12" ABOVE THE UTILITY. 2" �! PHONE: (714) 666-5614 PHONE: (909) 993-1696 ATTN: LEE QUEST ATTN: LIZA MUNOZ H 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, GREEN WARNING TAPE SHALL BE IMPRINTED WITH "CAUTION BURIED STORM DRAIN". / 111 INSPECTED AND APPROVED. 10. A PROTECTIVE SLAB MUST BE INSTALLED WHERE THE COVER OVER MWD PIPELINE IS LESS THAN 3' (PER 1 \ METROPOLITAN WATER DISTRICT 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. MWD LETTER DATED MARCH 20, 2015). PROTECTION MUST BE A PERMANENT CAST-IN-PLACE CONCRETE I _ �II��.: 700 N. ALAMEDA STREET SLAB CONFIGURED IN ACCORDANCE WITH SKETCH SK-1, PROVIDED ON SHEET NO. 5. ir LOS ANGELES CA 90054 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. I` � PHONE: (213) 217-6000 31 . ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY 11. NOTIFY JOHN OSORNIA FROM WATER SYSTEM OPERATIONS GROUP, TELEPHONE (951) 710-5570, AT LEAST THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. TWO WORKING DAYS PRIOR STARTING ANY WORK IN THE VICINITY OF MWD FACILITIES. .. 1 "732. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES .!1 i 410.1114__-_ AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. BENCH MARK: • e ! ..- a -- 33. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO CITY OF FONTANA BENCHMARK NO. "289" I INDEX SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF POWERPOLE NUMBER 61319 AT THE •- NORTHEAST CORNER OF THE INTERSECTION OF SANTA ANA AVENUE AND CATAWBA AVENUE. •-- I TITLE SHEET ELE1417101V = 1032.22' JURUPA AVENUE 2-3 STORM DRAIN PLAN AND PROFILES BASIS OF BEARINGS . - 4 STORM DRAIN DETAILS THE BASIS OF BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA - 5 EXISTING 144-IN. M.W.D. WATER PROFILE STATE PLANE COORDINATE SYSTEM (CCS83), ZONE 5, NORTH AMERICAN DATUM NDEX MAP - 1983 (NAD83) BASED LOCALLY ON CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS) "LORS" AND "EWPP" AS SHOWN HEREON SCALE: 1" = 100' (BASIS OF BEARINGS: S 81'29'26" E). WD1O# 8-36C371179 Last Update:3/26/15 0:\3200-3299\3212\STORM DRAIN\3212SD-01.dwg Du Tg SHOULD CONSTRUCTION OF THE REQUIRED QROFESS/ONge Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA, uiT IMPROVEMENTS NOT COMMENCE WITHIN TWO < ,p.RD STK<•Fy ThienesEngineering, Inc. STORM DRAIN PLAN r 14349 FIRESTONE BOUCML ENGINEERING • LEVARD URRVF)9NG YEARS OF THE DATE OF APPROVAL SHOWN HEREON 4i W r' �, DRAWN BY: POPLAR AVENUE SCALE: LA MIRADA, C.AL/FORNG4 90638 DIAL Viki __ � AND CARRIED FORTH IN A DILIGENT MANNER, THE : R.C.E. NO. 56155r * x .(714)521-4811 FM'(714)521-4171 RH AS SHOWN TWO WORK I NG ( ,.p ExP 12-31DESIGNED BY: STORM DRNBEF❑RE � DAYS BEF❑REBE DIG Y❑u DIG CITY ENGINEER MAY REQUIRE REVISIONS TO THE9 11TLE PLANS TO BRING THEM INTO CONFORMANCE WITH ? CIVO- O`SL Date : �. 1 �� CHECKED BY: APPRO D BY: DRAWING NO.: TOLL FREE 1-800-227-2600 OF A�� DATE: Yto A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. /REINHARD STEN EL RCE NO. 56155 RCS GOY ENGINEER R.C.E. 51152 5228 5