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HomeMy WebLinkAbout1998-D 0 IERAENT I mLANS Md E14 S1 C) RPA DRA114 1 11 FOR GENERAL NOTES PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 1 . ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH THE FOU TH ST T CHANN CURRENT CITY OF ONTARIO AND RANCHO CUCAMONGA STANDARD SPECIFICATIONS AND STANDARD DRAWINGS, AND L.A.D.P.W. 1 . CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE STANDARD DRAWINGS AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS IN THE CITIES OF RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING RANCHO CUCAMONGA AND ONTARIO CALIFORNIA THE CITY, OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT ' REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON SHOWN ON THESE PLANS. THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 3. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE R.D.A. NO. 030401 NEGLIGENCE OF THE OWNER OR ENGINEER. REMOVED OR RELOCATED AT THE DIRECTION OF THE CITY 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND IN ENGINEER. UTILITIES ARE TO BE RELOCATED BY THEIR RESPECTIVE PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND OWNERS. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. HE PROJECT ENGINEER IMPROVEMENTS OR ANY E DAMAGES RESULS TO ASSUME TNIGI FROMLITY DTHOLDEXISTENCE OF 4. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE SITE UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON NOT LOCATED IN THE FIELD, UNLESS OTHERWISE NOTED ON THE PUBLIC RECORDS, OR THOSE CONSTRUCTED IN VARIANCE WITH REPORTED OR PLAN. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE STANDARD SPECIFICATIONS. CONTRACTOR SHALL POTHOLE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES UNIDERGROUND STRUCTURES, UTILITIES, AND/OR CONDUITS OF SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS POSSIBLE CONFLICT. F0UR7H RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES _ - CONCERNED BEFORE STARTING WORK. -- ----- --- ---- 5. IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED INDEX OF DRAWINGS lull BY SECTION 6409-1(B) OF THE CALIFORNIA LABOR CODE, THE 3. THE ENGINEER PREPARING THESE PLANS SHALL NOT BE RESPONSIBLE OR CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF SHEET DESCRIPTION LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL INDUSTRIAL SAFETY. NO. -` CHANGES TO THESE PLANS MUST BE REQUESTED IN WRITINGAND MUST BE 1 TITLE SHEET (THIS SHEET) APPROVED BY THE ENGINEER OF RECORD. 6. STATE LAW (SB 3019) REQUIRES THE CONTRACTOR TO CONTACT 2 STORM DRAIN NOTES & DETAILS 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS UNDERGROUND SERVICE ALERT AND OBTAIN AN IDENTIFICATION CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE NUMBER PRIOR TO THE ISSUANCE OF CITY'S ENCROACHMENT 3 PLAN & PROFILE- FOURTH ST. LINE 1 STA. 1 +00 TO STA. 11 +00 - PERMIT. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE 4 PLAN & PROFILE- FOURTH ST. LINE 1 STA. 11 +00 TO STA. 21 +00 HEALTH HAZARD CONNECTED WITH SUCH PRODUCTS. SPECIFICATIONS HEREON ALERT 1 -800-227-2600) (48 HOURS MINIMUM IN ADVANCE OF ANY CONOWIS Lw OF ANY SUCH PRODUCT IS AT THE SOLE DIRECTION OF THE JURISDICTION ( ) 5 PLAN & PROFILE- FOURTH ST. LINE 1 STA. 21 +00 TO STA. 31 +22.49 SHELBY AVBIE AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL CONSTRUCTION ACTIVITIES THAT CAN AFFECT ANY UNDERGROUND 6 PLAN & PROFILE- FOURTH ST. LINE 2 STA. 31 +63.19 TO STA. 41 +00 CONSTRUCTION, CONNECTIONS AND REMOVAL OF ASBESTOS PRODUCTS AND UTILITIES. PNE SHALL ADHERE TO ALL O.S.H.A. AND E.P.A. GUIDELINES TO MINIMIZE HEALTH 7 PLAN & .PROFILE- LINE 2 STA. 41 +00 TO STA. 45+32.50 / LINE 3 43+94 TO 51 +00 10 HAZARDS. 7.. THE CONTRACTOR SHALL OBTAIN A BUSINESS LICENSE FROM THE CITIES OF RANCHO CUCAMONGA AND ONTARIO. THE CONTRACTOR SHALL ALSO 8 LATERAL PROFILES BAN BERNARDNO FWY 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL OBTAIN AN ENCROACHMENT PERMIT NO LESS THAN 48 HOURS PRIOR TO 9 LATERAL PROFILES DIMENSIONS AND CONDITIO114 SHOWN HEREON AT THE JOB SITE PRIOR TO ANY START OF CONSTRUCT WITHIN THE PUBLIC RIGHT-OF-WAY FROM THE 10 DETAIL SHEET CONSTRUCTION. SHOULD THERE BE ANY DISCREPANCY, PFEILER & ASSOCIATES ENGINEERING DEPARTMENT, ENGINEERS, INC. SHALL BE NOTIFIED AT ONCE. REVISONS AND/OR DEVIATIONS 11 DETAILS & PROFILES-LINE 1 31 +22.49 TO 31 +75.09 / LINE2-N 10+00 TO 11 +34.69 VICH TY MAP FROM THE PLAN SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO 8. THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL 12 LATERAL PROFILES & DETAILS N.T.S. IMPLEMENTATION OF SUCH REVISION OR DEVIATION IN THE FIELD. BEGINNING OF PERMIT 48 HOURS PRIOR TO TIME OF CONSTRUCTION WITHIN THE 13 STRUCTURAL DETAILS N0. 1 CONSTRUCTION MEANS ACCEPTANCE OF CONDITIONS. PUBLIC RIGHT-OF-WAY. THE CONTRACTOR IS REFERRED TO SECTION 7-10.3 OF THE STANDARD SPECIFICATIONS. 14 STRUCTURAL DETAILS NO. 2 7. CONTRACTOR IS TO NOTIFY "UNDERGROUND SERVICE ALERT" AT 1 (800) 227-2600 15 STRUCTURAL SCHEDULE AND DETAILS AT LEAST TWO (2) WORKING DAYS PRIOR TO START OF WORK SO AS TO HAVE 9. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING LOCATION OF UNDERGROUND UTILITIES LOCATED AND MARKED FOR TRAFFIC STRIPING AND/OR PAVEMENT MARKINGS, WHICH DURING CONSTRUCTION / SAFETY COORDINATION. HIS OPERATIONS HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED. RENEWAL OF 8. CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF FEDERAL, STATE AND PAVEMENT STRIPING AND MARKINGS SHALL BE DONE USING THERMO- LOCAL LAWS AND REGULATIONS PERTAINING TO CLEAN AIR AND CLEAN PLASTIC AND REFLECTIVE MARKINGS IN CONFORMANCE WITH SECTION WATER ACT. 84 & 85 OF THE CALTRANS STANDARD SPECIFICATIONS AND AS DIRECTED BY THE ENGINEER. ALL REGULATORY, WARNING, AND GUIDE SIGNS SHALL BE 9. EXCEPT IN AN EMERGENCY, EVERY PERSON PLANNING TO CONDUCT ANY 3M DIAMOND VIP GRADE WITH SERIES 1160 OVERLAY FILM. EXCAVATION SHALL CONTACT THE APPROPRIATE REGIONAL NOTIFICATION CENTER, AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN FOURTEEN 10.WHERE UTILITIES NEED TO BE SUPPORTED, SAID SUPPORTS SHALL BE IN PUBLIC UTILITIES SERVICES (14) CALENDAR DAYS, PRIOR TO COMMENCEMENT OF THE EXCAVATION. ACCORDANCE WITH STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION SECTION 4216.2(A) CHAPTER 3.1 , DIVISION 5, TITLE 1 , CALIFORNIA CODE. N0. 224-1 UNLESS OTHERWISE INDICATED. DEVELOPER LEGEND EXISTING PROPOSED ELECTRIC COMPANY SEWER & WATER 10. ALL AGENCY REQUIREMENTS SET FORTH ON ANY PERMITS REQUIRED FOR 11. DESIGN OF THE PIPE SHOWN HEREON IS BASED ON THE ASSUMPTION THAT NAME: ONTARIO REDEVELOPMENT AGENCY CONSTRUCTION OF THIS PROJECT WHETHER REFERENCED HEREIN OR NOT, THE PIPE WILL BE INSTALLED IN ACCORDANCE WITH CASE Ili BEDDING AS SHOWN POWER POLE 4 SOUTHERN CALIFORNIA EDISON CO. ONTARIO CIVIC CENTER 316 EAST "E" STREET SHALL BE COMPLIED WITH AS IF THEY WERE PART OF THESE PLANS AND ON L.A.C.D.P.W. STANDARD 3080-1, UNLESS OTHERWISE SHOWN "W" VALUE PLANNING DEPARTMENT ENGINEERING DEPARTMENT ADDRESS: SHALL BE AS SPECIFIED ON L.A.C.D.P.W. STANDARD 3080-1 FOR CASE lil STREET LIGHT F o- 7951 REDWOOD AVENUE 303 EAST B STREET ONTARIO, CA 91764 SPECIFICATIONS. PFEILER & ASSOCIATES ENGINEERS, INC. SHALL NOT BE BEDDING, NOTES 3 (A), 3 (B), AND 3 (C). IF THE "W" VALUE AT THE TOP OF FIRE HYDRANT � �f FONTANA, CALIFORNIA 92336 ONTARIO, CA 91764 RESPONSIBLE FOR CONTRACTORS NON-COMPLIANCE. THE PIPE IS EXCEEDED, THE BEDDING SHALL BE MODIFIED AND / OR PIPE OF REPRESENTATIVE: IRIS PATRONITE TRAFFIC SIGNAL .` BOB SMITH (909) 357-6583 g09 K3 5 A2144 � SUPERVISING CE PHONE: (909) 395-2295 11. PRESERVING ANY AND ALL CONSTRUCTION SURVEY STAKES AND MARKS FOR ADDITIONAL STRENGTH SHALL BE PROVIDED. THE PROPOSED" MODIFICATION SHALL { ) THE DURATION OF THEIR USEFULNESS SHALL BE THE RESPONSIBILITY OF THE BE APPROVED BY THE CITY ENGINEER. CURB & GUTTER = GAS COMPANY CONTRACTOR. IF, IN THE OPINION OF THE ENGINEER, SURVEY STAKES OR RIGHT OF WAY -- - - FIRE DEPT. MARKS HAVE BEEN CARELESSLY OR WILLFULLY DESTROYED OR DISTURBED BY 12. THE LAND SURVEYORS ACT, SECTION 8771 OF THE BUSINESS & SOUTHERN CALIFORNIA GAS COMPANY CIVIL ENGINEER THE CONTRACTOR THE COST OF RESETTING THEM SHALL BE BORNE BY THE PROFESSIONAL CODE, AND SECTIONS 732.5, 1492-5, 1810-5 OF THE CHAIN LINK FENCE - <---- - -X-X- 13525 12TH STREET FIRE DEPARTMENT, CITY OF ONTARIO NAME: PFEILER & ASSOCIATES ENGINEERS, INC. CONTRACTOR. IF THE CONTRACTOR ELECTS NOT TO HAVE THE STAKES RESET, STREETS AND HIGHWAY CODE REQUIRE THAT SURVEY MONUMENTS CHINO CA 91710 415 EAST B STREET ADDRESS: 660 NDIAMOND BAR BLVDSUITE 100 HE AGREES TO ACCEPT FULL RESPONSIBILITY FOR THE LINE AND GRADE OF THE N. , SHALL BE PROTECTED AND PERPETUATED. "IT SHALL BE THE WOOD FENCE -- - - - -� �- ONTARIO, CA 91764 FINISHED WORK. DAVIS PADILLA DIAMOND BAR, CA 91765 RESPONSIBILITY OF THE DEVELOPER OR OTHERS PERFORMING THE CONC. BLOCK FENCE �--_-= :-�-=:=.-=•-tea 909 613-1534 909 391 -2502 12. THREE CONSECUTIVE SURVEY STAKES OR MARKS ON THE SAME SLOPE SHALL CONSTRUCTION WORK TO RETAIN A QUALIFIED REGISTERED CIVIL _ M9� 902-6981 FAX KENNA D. LEONARD, COUNTER TECHNICIAN Ni ENGINEER AND / OR LICENSED LAND SURVEYOR PRIOR TO THE START TRAFFIC SIGNAL LOOP EI-0-0 REPRESENTATIVE: DON MASUKAWA BE USED TO DETERMINE A STRAIGHT GRADE. ANY VARIATIONS FROM A OF CONSTRUCTION TO LOCATE, REFERENCE AND FILE THE PHONE: (909) 860-5850 STRAIGHT GRADE SHALL BE REPORTED TO THE ENGINEER. IF THE CONTRACTOR NECESSARY CORNER RECORDS WITH THE COUNTY SURVEYOR'S OFFICE MANHOLE + : O TELEPHONE COMPANY GABLE T.V. ELECTS NOT TO REPORT VARIATIONS IN GRADE, HE AGREES TO ACCEPT FULL FOR SURVEY CONTROL POINTS / MONUMENTS THAT EXIST AS SHOWN WATER VALVE (FIN ® VERIZON COMCAST CABLEVISION GEOTECHNICAL ENGINEER RESPONSIBILITY FOR THE GRADE OF THE FINISHED WORK. ON RECORDED TRACT MAPS, PARCEL MAPS, RECORDS OF SURVEYS 1400 EAST PHILLIPS BOULEVARD "` 1260 DUPONT STREET AND HIGHWAY MAPS, THAT MAY BE DISTURBED OR DAMAGED BY THE WATER METER ', POMONA, CA 91766 ONTARIO, CA. 91761 NAME; LEIGHTON & ASSOCIATES 13. DESIGN SURVEY SHALL BE PERFORMED BY PFEILER AND ASSOCIATES ENGINEERS, INC. PROPOSED CONSTRUCTION." AFTER THE COMPLETION OF THE PROPOSED PULLBOX 0 JERRY FAUBEL (909) 390-4777 ADDRESS: 14125 TELEPHONE AVENUE, #1 CONSTRUCTION, SAID MONUMENTS AND / OR CONTROL SURVEY POINTS (909) 469-6347 LEWIS McDONALD CHINO, CA 91710 SHALL BE RESET TO THE NEW SURFACE IN ACCORDANCE WITH CURRENT UTILITY VAULT 1569 PROFESSIONAL. LAND SURVEYING PRACTICES. CORNER RECORDS SHALL a BE FILED. WITH THE COUNTY SURVEYOR FOR ALL NEW MONUMENTS SET. SIGN REPRESENTATIVE: DAVID SMITH PHONE: (909) SMITH 09 WATER LINE W SEWER LINE S RECLAIMED WATER RWUNDERGROUND SE�LVICE ALM OF SIDUMM CALMPORNk CITY OF STORM DRAIN SD THE DEVELOPER'S PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE �' T'aL >� RANCHO CUCAMONGA FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK- • 2 ��' ]DAYS HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL BEFORE YOU M OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR Q ACCEPTED BY- L�rl FOR THE CITY'S APPROVAL. CI ENGINEER R.C.E. 24953 DATE TSTORM4TH REVISIONS DESIGNED BY CITY OF ONTARIO BENCH MARK N0. 1257 ELEV. 995.451 0 gS5��T�� PFF�R & ASSOC1AM FNGIlVEERS, INC. SHEET 1 OF 15 MARK DATE BY APPROVED/RCE N DATE LOCATION: ARCHIBALD AVE. S/O G ST. FOURTH STREET CHANEL 9 CIVIL E 4CyP4E FX4Cy & IAM �G RDA 304-01 NAIL & WASHER IN CONC. BASE OF ST. X C 21789 P DRAWN BY LIGHT # A-026/20 100' N/O N. END 660 N. Diamond Bar Blvd., Suite 100, Diamond Bar, Co 91765 CONTRACT #0 DATE EXP 9/30/05 * Telephone (909) 860-5850 Fax (909) 860-3967 STORM DRAIN IMPROVEMEN11PLAN M - 364 RECOMMENDED BY FWY BRIDGE W/SIDE ARCHIBALD AVE. A TANT CITY ENGINEER DATE _< REVIEWED BY G_z�- 4 MAR 74 ELEV. 955.451 sT�T Gvlt P x l q Fo o� EYPIe: / las 21789 s/t TITLE SHEET ACCOUNT DATE ACCEPTED BY REFERENCE LL83 PG 47 FCiSt�F � D-1 143 CITY ENGIN ER DATE DON MASUKAWA C.E. No. DATE WG. No. f CONSTRUCTION NOTES STORM DRAIN GENERAL NOTES 24. "UNLESS OTHERWISE SPECIFIED IN THE PROFILE ON THESE: PLANS, STORM WATER POLLUTION CONTROL REQUIREMENTS FOR THE PIPE SHALL BE MANUFACTURED WITH A MINIMUM CONCRETE COVER OVER THE STEEL IN THE INVERT OF 0.75 INCHES FOR RCP UP STORM DRAIN CONSTRUCTION. 1O CONSTRUCT CATCH BASIN PER A.P.W.A. STD. PLAN 300-2. 1 . A PERMIT SHALL BE OBTAINED AND ALL FEES AND DEPOSITS FOR TO 96 INCHES IN DIAMETER AND 1 .25 INCHES FOR PIPE GREATER 'W' & 'V' SHOWN ON PLANS. CONSTRUCTION INSPECTION SHALL BE PAID TO THE ENGINEERING THAN 96 INCHES IN DIAMETER" A. NOTES: O .CONSTRUCT 18" R.C.P. STORM DRAIN. DEPARTMENT PRIOR TO STARTING WORK UNDER THIS CONTRACT. 25. ALL CATCH BASINS WITHIN THE DEDICATED STREET RIGHT OF WAY ALSO, ALL OTHER REQUIRED PERMITS, SUCH AS ROAD SHALL BE CONSTRUCTED PER CITY OF ONTARIO STANDARD DRAWINGS 1 . ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED O CONSTRUCT 24" R.C.P. STORM DRAIN. EXCAVATION PERMITS, SHORING, ETC., MUST BE OBTAINED PRIOR OR STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION AS NOTED. ON SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA O TO STARTING WORK. SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE CONSTRUCT 30" R.C.P. STORM DRAIN. 26. THE CONTRACTOR SHALL PROVIDE TO THE SATISFACTION OF THE COURSES, OR WIND. 2. THE CONTRACTOR SHALL CONTACT THE CITY ENGINEER TO CITY ENGINEER A DRAINAGE SYSTEM FOR CONTRIBUTORY FLOWS TO BE O CONSTRUCT 36" R.C.P. STORM DRAIN. ARRANGE FOR AN ACCEPTABLE CONSTRUCTION START DATE. OPERABLE AT ALL TIMES UNTIL "THIS STORM DRAIN SYSTEM IS ACCEPTED 2. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED FOR MAINTENANCE. THE DESIGN OF THE DRAINAGE SYSTEM MUST BE PREPARED O MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED CONSTRUCT 42" R.C.P. STORM DRAIN. 3. APPROVAL OF THIS PLAN BY THE CITY OF ONTARIO AND BY THE UNDER THE DIRECTION OF A CIVIL ENGINEER. CITY OF RANCHO CUCAMONGA DOES NOT CONSTITUTE A 7O CONSTRUCT 48" R.C.P. STORM DRAIN. 27. ALL REFERENCES ON THIS PLAN TO THE CITY ENGINEER, ENGINEERING FROM THE SITE BY THE FORCES OF WIND OR WATER. REPRESENTATION TO THE ACCURACY OF THE LOCATION, OR THE DEPARTMENT, OR FLOOD CONTROL DISTRICT SHALL APPLY TO THE 3. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE O EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND UTILITY,CONSTRUCT 54" R.C.P. STORM DRAIN. PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THIS APPROPRIATE ELEMENTS OF CORRESPONDING AGENCIES. STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO . CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED NOTE APPLIES TO ALL SHEETS 9O CONSTRUCT 60" R.C.P. STORM DRAIN: 28. EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE CONTRACTOR, UNLESS OTHERWISE NOTED. WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND 10 CONSTRUCT T.S. PER A.P.W.A. STD, PLAN 341-1 . 4. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTEDCONTRACTOR, OF INA PROPER MANNER. SPILLS MAY NOT BE WASHED EDITION OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS 29. WHERE THE UTILITIES ARE INDICATED ON THE DRAWINGS TO BE 11 INTO THE DRAINAGE SYSTEM. CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 323-1. CONSTRUCTION", "STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION", SUPPORTED, SAID SUPPORTS SHALL BE IN ACCORDANCE WITH 224 AND "THE CITY OF ONTARIO AND THE CITY OF RANCHO CUCAMONGA STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION NO. 4. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE 12 CONSTRUCT MANHOLE NO. 2 PER CITY OF ONTARIO STD. DWG. NO. 306. STANDARDS AND SPECIFICATIONS" INCLUDING SUPPLEMENTS, AND UNLESS OTHERWISE INDICAQATED. PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS 13 CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 322-1 . SHALL BE PROSECUTED ONLY IN THE PRESENCE OF THE CITY ENGINEER. 30. ALL OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL OF EXISTING CULVERTS, PIPES OR SIMILAR STRUCTURES SHALL BE SEALED THEY CAN BE DISPOSED OF AS SOLID WASTE. 14 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 333-1. 5. THE CONTRACTOR'S ATTENTION IS DIRECTED TO SECTION 7-10.4.1 WITH 8 INCHES OF BRICK AND MORTAR OR 6 INCHES OF CONCRETE, UNLESS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS OTHERWISE SHOWN. 5. TRASH AND CONSTRUCTION-RELATED SOLID WASTES MUST BE 15 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 334-1. CONSTRUCTION IN REGARDS TO SAFETY ORDERS. DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT 31 . MANHOLES NUMBERS 1 , 2, 3, AND 4, SHALL USE THE STANDARD CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. 16 CONSTRUCT JUNCTION STRUCTURE PER CITY OF ONTARIO STD. DWG. 307. 6. ELEVATIONS ARE IN FEET ABOVE U.S.C. & G.S. MEAN SEA LEVEL PLANS FOR PUBLIC WORKS CONSTRUCTION NO. 630 FOR THE DATUM OF 1929, UNLESS OTHERWISE INDICATED. "FRAME AND COVER" AND NO. 635 FOR THE "STANDARD DROP 6. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM 17 CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A. STD. PLAN 342-1 . STEP." THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE 18 CONSTRUCT CONCRETE COLLAR PER A.P.W.A. STD. PLAN 380-3. 7. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND 32. THIS STORM DRAIN WILL NOT BE FIELD ACCEPTED UNTIL THE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL •; APPROVED. STREETS HAVE BEEN PAVED, MANHOLES BROUGHT TO GRADE, AND DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE 19 CONSTRUCT 8 BRICK AND MORTAR BULKHEAD SEAL PER TYPICAL DETAIL SHOWN ON SHEET 12. THE SYSTEM CLEANED TO THE SATISFACTION OF THE CITY ' ENGINEER. WASHED DOWN BY RAIN OR OTHER MEANS. CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN 319. 8. ALL STRUCTURAL CONCRETE SHALL BE PORTLAND CEMENT CONCRETE WITH AN ULTIMATE -28 DAY COMPRESSIVE STRENGTH OF 33. A NPDES PERMIT FROM THE REGIONAL WATER QUALITY CONTROL 7. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION �1 CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A. STD. PLAN 340-1 . 3250 PSI UNLESS OTHERWISE NOTED. BOARD IS REQUIRED BEFORE ANY DISCHARGE OF NON-STORM MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER INTO THE STORM DRAIN IS ALLOWED. WATER. �2 CONSTRUCT MODIFIED TRANSITION STRUCTURE PER DETAIL 10A, SHT. 10. 9. TRANSVERSE REINFORCEMENT AND TRANSVERSE JOINTS SHALL BE PLACED AT RIGHT ANGLES (OR RADIAL) TO THE CONDUIT 34. THE LATEST REVISED STANDARD PLAN OR DRAWING SHALL BE @CONNECT & JOIN NEW R.C.B. TO EXIST. R.C.B. USED UNLESS OTHERWISE NOTED B. THE FOLLOWING BMP'S AS OUTLINED IN, BUT NOT LIMITED TO, THE CENTERLINE EXCEPT AS OTHERWISE SHOWN ON THE DRAWINGS. . BEST MANAGEMENT PRACTICE HANDBOOK, CALIFORNIA �4 CONSTRUQT PIPE SUPPORT PER A.P.W.A. STD. 224-1 , CASE 1 . 10. ALL STEEL ADJACENT TO FACE OF CONCRETE SHALL HAVE A 2-1/2- 35 EXPLORATORY PRIOR TO YPOTHOLE UEXCAVATIONS CTION, THE CTOOTDETERMINE SHALLRACTOR STORMWATER QUALITY TASK FORCE, SACRAMENTO, CALIFORNIA HE DEPTH AND 1993, OR THE LATEST REVISED EDITION, MAY APPLY DURING �5 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF ONTARIO STD. 308. INCH CLEARANCE UNLESS OTHERWISE SPECIFIED. LOCATION OF EXISTING UTILITIES, STORM DRAINS, AND OTHER CONSTRUCTION (ADDITIONAL MEASURES MAY BE REQUIRED IF STRUCTURES OF POSSIBLE CONFLICT OR FOR CONNECTION. THE DEEMED APPROPRIATE BY INSPECTOR): �6 CONSTRUCT BLANKET PROTECTION PER CITY OF RANCHO CUCAMONGA STD. PLAN 340. 11 . REINFORCEMENT SHALL BE DEFORMED BARS OF INTERMEDIATE DESIGN ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY GRADE STEEL, PER ASTM A-615-GRADE 60. DISCREPANCIES. CA001 - DEWATERING OPERATIONS �7 REMOVE INTERFERING PORTION OF EXISTING STORM DRAIN AND/OR STRUCTURE. CA002 - PAVING OPERATIONS BACKFILL WITH APPROVED SELECT MATERIAL AS REQUIRED. 12. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CA003 - STRUCTURE CONSTRUCTION AND PAINTING CONCRETE INSTITUTE "MANUAL OF STANDARD PRACTICE." CA010 - MATERIAL DELIVERY AND STORAGE CA012 - SPILL PREVENTION AND CONTROL 13. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CA020 - SOLID WASTE MANAGEMENT CENTERLINE OF STEEL UNLESS OTHERWISE NOTED. CA021 - HAZARDOUS WASTE MANAGEMENT CA023 - CONCRETE WASTE MANAGEMENT 14. ALL STEEL THAT IS TO BE CONTINUOUS SHALL HAVE A MINIMUM CA030 - VEHICLE AND EQUIPMENT CLEANING LAP OF 30 BAR DIAMETERS OR 18 INCHES, WHICHEVER IS GREATER. CA031 - VEHICLE AND EQUIPMENT FUELING CA032 - VEHICLE AND EQUIPMENT MAINTENANCE 15. ALL CONSTRUCTION JOINTS IN THE FOOTING OR SLABS AND WALLS CA040 - EMPLOYEE / SUBCONTRACTOR TRAINING SHALL BE IN THE SAME PLANE. NO STAGGERING OF JOINTS WILL BE ESCO1 - SCHEDULING PERMITTED. ESCO2 - PRESERVATION OF EXISTING VEGETATION ESC10 - SEEDING AND PLANTING 16. ALL EXPOSED EDGES SHALL BE FINISHED WITH A 3/4" INCH ESC11 - MULCHING CHAMFER. ESC20 - GEOTEXTILES AND MATS ESC21 - DUST CONTROLS 17. UNLESS OTHERWISE SHOWN, CONCRETE DIMENSIONS SHALL BE ESC22 - TEMPORARY STREAM CROSSING MEASURED VERTICALLY OR HORIZONTALLY AND PARALLEL OR AT ESC23 - CONSTRUCTION ROAD STABILIZATION RIGHT ANGLES (OR RADIAL) TO THE CENTER LINE OF ESC24 - STABILIZED CONSTRUCTION ENTRANCE CONSTRUCTION. ESC30 - EARTH DIKE ESC31 - TEMPORARY DRAINS AND SWALES 18. CONCRETE BACKFILL IS REQUIRED WHEN THE PIPE HAS LESS THAN ESC32 - SLOPE DRAIN ONE FOOT OF COVER. THE CONCRETE BACKFILL SHALL CONSIST OF ESC40 - OUTLET PROTECTION 1 : 3: 5 MIX, PORTLAND CEMENT CONCRETE POURED FROM WALL TO ESC41 - CHECK DAMS WALL OF TRENCH AND FROM BOTTOM OF TRENCH TO A MINIMUM ESC50 - SILT FENCE OF 4 INCHES OVER THE TOP OF THE PIPE. ESC51 - STRAW BALE BARRIERS ESC52 - SAND BAG BARRIER 19. ALL PIPES SHALL BE PLACED IN TRENCH IN NATURAL GROUND ESC53 - BRUSH OR ROCK FILTER AND/OR COMPACTED FILL. THE GROUND LEVEL BEFORE THE ESC54 - STORM DRAIN INLET PROTECTION TRENCHING SHALL BE AT LEAST 3 FEET ABOVE THE TOP OF THE PIPE ELEVATION, OR AT FINISH SURFACE ELEVATION, WHICHEVER IS LESS. 20. ALL BACKFILL AND FILLS SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUM DENSITY AS DETERMINED BY ASTM SOIL COMPACTION TEST D 1557-78 METHOD "D" UNLESS OTHERWISE SPECIFIED. THIS SHALL BE CERTIFIED BY A GEOTECHNICAL ENGINEER. THIS CERTIFICATION SHALL BE SUBMITTED TO THE CITY ENGINEER PRIOR TO ACCEPTANCE OF THE WORK. 21 . ALL BACKFILL AND FILLS WITHIN STREET RIGHTS OF WAY SHALL BE COMPACTED IN ACCORDANCE WITH CITY REQUIREMENTS UNLESS OTHERWISE NOTED AND INSPECTED BY THE CITY. THE SOIL COMPACTION SHALL BE CERTIFIED BY A GEOTECHNICAL ENGINEER. 22. PIPE BEDDING SHALL BE: ACCORDING TO STANDARD PLAN NO. 3080. CASE III, EXCEPT BELL AND SPIGOT PIPE WHICH SHALL BE CASE II BEDDING, UNLESS OTHERWISE SHOWN. "W" VALUES SHALL BE AS SPECIFIED ON STANDARD PLAN NO. 3080 FOR CASE III BEDDING, NOTES 3 (A), 3 (B), AND 3 (C). IF THE "W": VALUE AT THE TIP OF THE PIPE IS EXCEEDED, �DpRCFEs3IpNq Fy NICET CITY OF THE BEDDING SHALL BE MODIFIED, AND/OR PIPE OF ADDITIONALo�MASU'�q � STRENGTH SHALL BE PROVIDED. THE PROPOSED MODIFICATION �' m m RANCHO CUCAMONGA SHALL BE APPROVED BY THE DEPARTMENT. C 21789rn 2 ��r�(} �yg ,w EXP.9130/05 B A)RB Y+OU DS 23. PIPE SHALL BE EMBEDDED 5 INCHES INTO ALL STRUCTURES INCLUDING INLET AND HEAD WALLS, UNLESS OTHERWISErgr"'oflvl�. Q ACCEPTED BY:jz� 2L,)�2 2+�9�3 74' SPECIFIED. cAUF 1 0-y I I C ENGINEER R.C.E. DATE 4TH_SD_2 REVISIONS DESIGNED BY D.M- CITY OF ONTARIO BENCH MARK N0. 1257 ELEV. 995.451 PFEILER & ASSOCIATES ENGINEERS, INC. SHEET 2 OF 15 MARK DATE BY APPROVED/RCE N DATE APRIL, 2003 LOCATION: ARCHIBALD AVE. S/0 G ST. ` S DRAWN BY M.C.S. NAIL & WASHER IN CONC. BASE OF ST. C ' & LAND FOURTH STREET CHANNEL 660 N. Diamond Bar Blvd., Suite 100, Diamond Bar, Ca 91765 CONTRACT RDA#0304-01 DATE APRIL, 2003 RECOMMENDED BY �- LIGHT # A-026/20 100' N/0 N. END �' h STORM DRAIN IMPROVEMENTS ACCEPTED BY REVIEWED BY R.B. ISTANT CITY ENGINEER DATE FWY BRIDGE W/SIDE ARCHIBALD AVE. Telephone (909) 860-5850 Fax (909) 860-3967 M - 364 MAR 74 ELEV. 955.451 / -- EXP1e_9 21789 41t(0-f- NOTES & DETAILS ACCOUNT DATE APRIL, 2003 CITY ENGINEER DATE REFERENCE LL83 PG 47 DON MASUKAWA C.E. No. DATE 1DWG. No. D-1143A w , 1- ' - _ I cr 01 I f I I f _ _ i I t i f i I • t • ; , J_. .. , I i 1 LL • ; i21) OTHERS , i J f _ I PROP. F.S. OVER S.D. F.S. OVER EXIST. S. - - - - - - S. F.S. D. y r. E. i PIRBf'' _$VER S:fl: OVER EXIST POT HOLE 'EXIST. TELE. - - - _ ITS _ 24 18 0 RCP EXIST. 14 21 Q• \�J 1� 6" R -W X I8-H R.C.B. + Q`' O aO03 11W X_8 H RJC.B� ro S=O. 125 4 non 42 INLET4 non so `yob 166 F.L. 9 iii 60 R.C.P. =0.005 S=0.0010 60 -R.C.P. =0.005 " S R 4 + 60" R.C.P. L=52.27 L.F. o ;--J)C4� 1 500-D LOAD I i� h- % O40 to It Im CD rDj OD C,4 F- � � n � � Z M o X Oil os m m N W N M CD ^ c0 ob cif N 1� t� CV cV N �V J cQ+ I_j m+ _j �U _+ Z �} J © O+- , O+ � �- �} j O+ � �} � O+ � cb c U M Z r- T_ Z .- Z ST .- _ - __ ... _- __ ... ._.. ....-_... _.a••__ --_. . ._•_ _. �..__- - __•.-_ ____ .. _...-._• __ .._ _ .. _ _ - - -- -- ��}•' _.�-� ; TRANS slim _ - - .R.C,B. _ L=28.75 L.F. ti 60" R.C.P. L.F - 60" fR C - - - CO��ST._ 2�f.$5 11' W X 8'H R.C.B. PER SEC 8 ON Stir. 15 9.7� L.F. - 1500-b LOA 1500-D L i j E L� PROFILE SCALES PROFILE L� HORIZONTAL: 1" = 20' VERTICAL: 1" = 4' STORM DRAIN CURVE DATA 30 31 32 10 11 NOTE: T 12 I I 0 ANY CONSTRUCTION, THE CONTRACTOR SHALL MAKE EXPLORATORY 0 0 R L T POT HOLE EXCAVATIONS TO DETERMINE THE DEPTH AND LOCATION OF EXISTING 'DRY' UTILITIES, SANITARY SEWER, WATER, STORM DRAIN AND OTHER STRUCTURES 70 90'58'25" 30.00' 47.63' 30.51' I I OF POSSIBLE CONFLICT OR FOR CONNECTIONS TO NEW CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS. 71 45'36'13" 30.00' 23.88' 12.61' FOU H T T 72 4522'11" 30.00' 23.76' 12.54' > I Y .=c Q 00 73 42'28'02" 33.96' 25.17' 13.19' I .�o o I w 8r 74 63'43'06" 30.46' 33.87' 18.93' W g Vi U_ ( � �+ CONSTRUCTION NOTES 75 69'30'46" 45.00' S4. a W I i