Loading...
HomeMy WebLinkAbout1978-D .4 . .!57r () FtP.4 1) 11 ki 14 1111 FtOlf IE Fil IE 11 Ir I IMAIL Im s FOR GENERAL NOTES PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 1. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH THE FOURTH STR... EET CHANN L CURRENT CITY OF ONTARIO AND RANCHO CUCAMONGA STANDARD SPECIFICATIONS AND STANDARD DRAWINGS, AND L.A.C.F.C.D. 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE STANDARD DRAWINGS. 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 "NCHO C CAMON A AND ONTA 10 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 RaDwAs NOw 0 _. .k. NEGLIGENCE OF THE OWNER OR ENGINEER. REMOVED OR RELOCATED AT THE DIRECTION OF THE CIN 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. IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE PROJECT ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF 4. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE Sl TE 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 UNDERGROUND STRUCTURES, UTILITIES, AND/OR CONDUITS OF l_/ ( SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS POSSIBLE CONFLICT. FOURTH_jj STREET 1� RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 5. IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED ui � 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 INDEX OF DRAWINGS ----�---- LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL INDUSTRIAL SAFETY. CHANGES TO THESE PLANS MUST BE REQUESTED IN WRITING AND MUST BE S EE APPROVED BY THE ENGINEER OF RECORD. 6. STATE LAW (SB 3019) REQUIRES THE CONTRACTOR TO CONTACT NO, DESCRIPTION UNDERGROUND SERVICE ALERT AND OBTAIN AN IDENTIFICATIONa 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS 1 TITLE SHEET (THIS SHEET) c - CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE NUMBER PRIOR N THE ISSUANCE OF CITY'S ENCROACHMENT 2 STORM DRAIN NOTES & DETAILS HEALTH HAZARD CONNECTED WITH SUCH PRODUCTS. SPECIFICATIONS HEREON PERMIT. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE 4 CONCOURS > �'�� Lmm LANE OF ANY SUCH PRODUCT IS AT THE SOLE DIRECTION OF THE JURISDICTION ALERT (1-800-227-2600). (48 HOURS MINIMUM) IN ADVANCE OF ANY 3 PLAN & PROFILE- FOURTH ST. 60-INCH RCP STA. 43+94 TO STA. 51+00 SHELBY AVENU AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL CONSTRUCTION ACTIVITIES THAT CAN AFFECT ANY UNDERGROUND 4 PLAN & PROFILE- FOURTH ST. 60-INCH RCP STA. 51+00 TO STA. 56+73.76 a CONSTRUCTION, CONNECTIONS AND REMOVAL OF ASBESTOS PRODUCTS AND UTILITIES. -- lNum E IRE SHALL ADHERE 70 ALL O.S.H.A. AND E.P.A. GUIDELINES TO MINIMIZE HEALTH 5 DETAIL 1- 60-INCH RCP STA. 56+73.76 -�" HAZARDS. 7. THE CONTRACTOR SHALL OBTAIN A BUSINESS LICENSE FROM THE CITIES 6 DETAIL 2- 60-INCH RCP STA. 10+80.09 ' O SAN BERNARDINO FWY -T 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL OF RANCHO CUCAMONGA AND ONTARIO. THE CONTRACTOR SHALL ALSO 1 DIMENSIONS AND CONDITIONS SHOWN HEREON AT THE JOB SITE PRIOR TO ANY OBTAIN AN ENCROACHMENT PERMIT NO LESS THAN 48 HOURS PRIOR TO CONSTRUCTION. SHOULD THERE BE ANY DISCREPANCY, PFEILER & ASSOCIATES START OF CONSTRUCT WITHIN THE PUBLIC RIGHT-OF-WAY FROM THE ENGINEERS, INC. SHALL BE NOTIFIED AT ONCE. REVISONS AND/OR DEVIATIONS ENGINEERING DEPARTMENT. VICINITY MAP FROM THE PLAN SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO S. THE CONTRACTOR SHALL OBTAIN A NO-FEE TRAFFIC CONTROL N.T.S. IMPLEMENTATION OF SUCH REVISION OR DEVIATION IN THE FIELD. BEGINNING OF PERMIT 4$ HOURS PRIOR TO TIME OF CONSTRUCTION WITHIN THE CONSTRUCTION MEANS ACCEPTANCE OF CONDITIONS. PUBLIC RIGHT-OF-WAY. THE CONTRACTOR IS REFERRED TO SECTION 7. CONTRACTOR IS TO NOTIFY "UNDERGROUND SERVICE ALERT" AT 1 (800) 227-2600 7-10.3 OF THE STANDARD SPECIFICATIONS. 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 REQUIREMENTSOFFE FEDERAL, STAT s 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 UTI LITI ES\S E RVIC ES (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 III BEDDING AS SHOWN POWER POLE -0- SOUTHERN CALIFORNIA EDISON CO. ONTARIO CIVIC CENTER ADDRESS: 316 EAST "E" STREET SHALL BE COMPLIED WITH AS IF THEY WERE PART OF THESE PLANS AND PLANNING ART T ENGINEERING DEPARTMENT SPECIFICATIONS. PFEILER & ASSOCIATES ENGINEERS INC. SHALL NOT BE ON L.A.C.D.P.W. STANDARD 3080-1, UNLESS OTHERWISE SHOWN "Wy VALUE DEP MEN E T T 7951 REDWOOD AVENUE 303 EAST B STREET ONTARIO, CA 91764 SHALL BE AS SPECIFIED ON L.A.C.D.P.W. STANDARD 3080-1 FOR CASE III STREET UGH FONTANA, CALIFORNIA 92336 ONTARIO, CA 91764 RESPONSIBLE FOR CONTRACTORS NON-COMPLIANCE. BEDDING, NOTES 3 (A). 3 (B), AND 3 (C). IF THE "W" VALUE AT THE TOP OF FIRE HYDRANT w v REPRESENTATIVE: IRIS PATRONITE THE PIPE IS EXCEEDED, THE BEDDING HALL E MODIFIED AND OR PIPE OF BOB SMITH (909) 357-6583 SHIV K. VYAS. PE, SUPERVISING CE 11. PRESERVING ANY AND ALL CONSTRUCTION SURVEY STAKES AND MARKS FOR EX E S B E / TRAFFIC SIGNAL 1--) �-1 ' - 144 PHONE: (909) 395-2295 ADDITIONAL STRENGTH SHALL BE PROVIDED. THE PROPOSED MODIFICATION SHALL (909) 395 2 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, FIRE DEPARTMENT, CITY OF ONTARIO KHR ASSOCIATES CONTRACTOR. IF THE CONTRACTOR ELECTS NOT TO HAVE THE STAKES RESET I ! 1810-5 OF THE CHAIN LINK FENCE -x x- --x x-- 13525 12TH STREET NAME: STREETS AND HIGHWAY CODE REQUIRE THAT SURVEY MONUMENTS CHINO, CA 91710 4151 EAST B STREET ADDRESS: 2355 MAIN STREET, SUITE 120 HE AGREES TO ACCEPT FULL RESPONSIBILITY FOR THE LINE AND GRADE OF THE SHALL BE PROTECTED AND PERPETUATED. "IT SHALL BE THE WOOD FENCE -� �- --� �-- ONTARIO, CA 91764 FINISHED WORK. DAVIS PADILLA IRVINE, CA 92614 RESPONSIBILITY OF THE DEVELOPER OR OTHERS PERFORMING THE CONC. BLOCK FENCE 909 613-1534 CONSTRUCTION WORK TO RETAIN A QUALIFIED REGISTERED CIVIL t � (9Q9�391-2502 12. THREE CONSECUTIVE SURVEY STAKES OR MARKS ON THE SAME SLOPE SHALL TRAFFIC SIGNAL LOOP 1909 902-6981 FAX KEN D. LEONARD, COUNTER TECHNICIAN REPRESENTATIVE: JAMES KAWAMURA BE USED TO DETERMINE A STRAIGHT GRADE. ANY VARIATIONS FROM A ENGINEER AND / OR LICENSED LAND SURVEYOR PRIOR TO THE START Ey[]-C] E,]-[]-�] OF CONSTRUCTION TO LOCATE, REFERENCE AND FILE THE PHONE: (949) 756-6440 STRAIGHT GRADE SHALL BE REPORTED TO THE ENGINEER. IF THE CONTRACTOR NECESSARY CORNER RECORDS .WITH THE COUNTY SURVEYOR'S OFFICE 0 0 MANHOLE TELEPHONE COMPANY CABLE TVELECTS ELECTS NOT TO REPORT VARIATIONS IN GRADE, HE AGREES TO ACCEPT FULL RESPONSIBILITY FOR THE GRADE OF THE FINISHED WORK. FOR SURVEY CONTROL POINTS / MONUMENTS THAT EXIST AS SHOWN WATER VALVE ® ® VERIZON COMCAST CABLEVISION GEOTECHNICAL ENGINEER 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 D POMONA, CA 91766 ONTARIO, CA. 91761 NAME: LEIGHTON & ASSOCIATES 13. DESIGN SURVEY SHALL BE PERFORMED BY KHR ASSOCIATES. PROPOSED CONSTRUCTION." AFTER THE COMPLETION OF THE PROPOSED PULLBOX JERRY FAUBEL (909) 390-4777 ADDRESS: 14125 TELEPHONE AVENUE, #1LEWIS McDONALD CHINO, CA 91710 CONSTRUCTION, SAID MONUMENTS AND / OR CONTROL SURVEY POINTS (909) 469-6347 SHALL BE RESET TO THE NEW SURFACE IN ACCORDANCE WITH CURRENT U11UTY VAULT Uv 0 PROFESSIONAL LAND SURVEYING PRACTICES. CORNER RECORDS SHALL SIGN _w, -�r REPRESENTATIVE: DAVID SMITH BE FILED WITH THE COUNTY SURVEYOR FOR ALL NEW MONUMENTS SET. WATER UNE W W PHONE: - 909) 590-4909 SEWER UNE S S 4?0FES8/o+ RECLAIMED WATER RW RW N•KA�,� UNDERGROUND SMICB ALM W S4U'TIUN cAL M%k CITY OF STORM DRAIN SD SD THE DEVELOPER'S PRIVATE ENGINEER SIGNING THESE PLANS I$ RESPONSIBLE o fes, �.► / CALL TOIL I= FtANCHO CUCAMONGA Egraflorc o3/�/ob FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK- 2 WORKING IDA sj, el SIV ��. HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL BFFORB YOU DIG u-com, W �Y, 'lF�F CA1.1Fp�� OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE i m FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR Q �lL+G►I� ACCEPTED BY: ENGINEER R.C.E. DATE FOR THE CITY'S APPROVAL. TSTORM4TH REVISIONS DESIGNED BY B.R.R. BENCH MARK NO. 1257 ELEV. 995.451 PREP �_ CITY OF ONTARIOC:mmm KbFl A880CIQTHOSHEET 1 OF MARK DATE BY APPROVED/RCE RCE No DATE 2-5-04 LOCATION: ARCHIBALD AVE. S/0 G ST. � � FOURTH STREaT 60=11NCH RCP DRAWN BY T.N. NAIL & WASHER IN CONC. BASE OF ST. CONSULTING ENGWEWS/ARCHTECTS/PLANNERS 2-5-04 RECOMMENDED BY 4,I�,a 4 LIGHT # A-026/20 100 N/0 N. END 23% kWin Street - Suite 120 P �SEII C9NTRACT RDA�0102-02 DATE FWY BRIDGE W/SIDE ARCHIBALD AVE. Irnn Cgrdomio 92614 AS TANT CITY ENGINEER DAT 949 756-6440 Fax (949) 7 6444 ACCOUNT REVIEWED BY J.H.K. MAR 74 ELEV. 955.451 TITLE SHEET 2-5-04 ACCEPTED BY l D REFERENCE LL83 PG 47 UNDER THE SUPERVISION oP DATE CITY ENGINEER DATE 1 3D5so nA DWG. No. 0-1143 - ' CITY OF RANCHO CUCAMONGA DRAWING N0. A q ' D I i 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 STORM DRAIN CONSTRUCTION. p y COVER OVER THE STEEL IN THE INVERT OF 0.75 INCHES FOR RCP UP O WIDTHS R WCH STUBETNO. 2 PER ATC EL 1p28 43.HO CUCAMONGA STD. PLAN 319. 1. A PERMIT SHALL BE OBTAINED AND ALL FEES AND DEPOSITS FOR TO 96 INCHES IN DIAMETER AND 1.25 INCHES FOR PIPE GREATER CONSTRUCTION INSPECTIONSHALL BE PAID TO THE ENGINEERING THAN 96 INCHES IN DIAMETER" A. NOTES: DEPARTMENT PRIOR TO STARTING WORK UNDER THIS CONTRACT. ALL CATCH BASINS WITHIN THE DEDICATED STREET RIGHT OF WAY Q CONSTRUCT M NHOl�E NOr� 2 P�R CITY qF RA�iCHO CUCAMONGA STD. PLAN 319. ALSO, ALL OTHER REQUIRED PERMITS, SUCH AS ROAD 23. WITH 36-INC STU TO NO, AT EL- 028. 1. EXCAVATION PERMITS, SHORING. ETC., MUST BE OBTAINED PRIOR SHALL. BE CONSTRUCTED PER CITY OF ONTARIO STANDARD DRAWINGS 1. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED EX STARTING WORK. OR STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION AS NOTED. ON SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA O CONSTRUCT TEMPORARY 36-INCH C.S.P. SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE 26. THE CONTRACTOR SHALL PROVIDE TO THE SATISFACTION OF THE COURSES, OR WIND. 4 CONSTRUCT CONCRETE COLLAR C.S.P. TO C.S.P. (TEMPORARY CONSTRUCTION). 2. THE CONTRACTOR SHALL CONTACT THE CITY ENGINEER TO CITY ENGINEER A DRAINAGE SYSTEM FOR CONTRIBUTORY FLOWS TO BE INSTALL RIP-RAP MIN. 10'X10'. 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 O FOR MAINTENANCE. THE DESIGN OF THE DRAINAGE SYSTEM MUST BE PREPARED MATERIALS MUST BE PROTECTED FROM I 3. APPROVAL OF THIS PLAN BY THE CITY OF ONTARIO AND BY THE UNDER THE DIRECTION OF A CIVIL ENGINEER. M BE NG TRANSPORTED Q CONNECT TEMPORARY C.S.P. TO EXISTING R.C.P. PER CITY OF RANCHO CUCAMONGA STD.PLAN 328. CITY OF RANCHO CUCAMONGA DOES NOT CONSTITUTE A FROM THE SITE BY THE FORCES OF WIND OR WATER. REPRESENTATION TO THE ACCURACY OF THE LOCATION, OR THE 27. ALL REFERENCES ON THIS PLAN TO THE CITY ENGINEER, ENGINEERING Q BREAK INTO CONCRETE STRUCTURE AND REMOVE AS NECESSARY TO INSTALL TEMPORARY C.S.P. EXISTENCE' OR NONEXISTENCE CC OF ANY UNDERGROUND UTILITY, DEPARTMENT, OR FLOOD CONTROL DISTRICT SHALL APPLY TO THE 3. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE 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 Q CONSTRUCT 60" R.C.P. STORM DRAIN. NOTE APPLIES TO ALL SHEETS. CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED 28. EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE N CONTRACTOR, UNLESS OTHERWISE NOTED. WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND 0 WIDTHS 18-CINC TUBETOONOR Tt AT ClET 102 8 HO CUCAMONGA STD. PLAN 319. 4. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED .DISPOSED OF IN A PROPER MANNERSPILLS MAY NOT B EDITION OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS 29. WHERE THE UTILITIES ARE INDICATED ON THE DRAWINGS TO BE E WASHED ©4 CONSTRUCT PIPE SUPPORT PER A.P.WA. STD. 224-1, CASE 1. CONSTRUCTION', "STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION', SUPPORTED, SAID SUPPORTS SHALL BE IN ACCORDANCE WITH INTO THE DRAINAGE SYSTEM. � AND "THE CITY OF ONTARIO AND THE. CITY OF RANCHO CUCAMONGA STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION NO. 224 ` 'J 4. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE REMOVE EXISTING 2-27X43 CMPH STORM DRAIN. STANDARDS AND SPECIFICATIONS" INCLUDING SUPPLEMENTS, AND UNLESS OTHERWISE INDICAQATED. SHALL BE PROSECUTED ONLY IN THE PRESENCE OF THE CITY ENGINEER. PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS 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. 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 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. 6. ELEVATIONS ARE IN FEET A80VE U.S.C. & G.S. MEAN SEA LEVEL PLANS FOR PUBLIC WORKS CONSTRUCTION NO. 630 FOR THE DATUM OF 1929, UNLESS OTHERWISE INDICATED. "FSE AND COVER" AND NO. 635 FOR THE "STANDARD DROP 6. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM STEP. THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE 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 SQ AS TO INHIBIT SEDIMENTS REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND STREETS HAVE BEEN PAVED. MANHOLES BROUGHT TO GRADE, AND FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL APPROVED. THE SYSTEM CLEANED TO THE SATISFACTION OF THE CITY DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE 8. ALL STRUCTURAL CONCRETE SHALL BE PORTLAND CEMENT ENGINEER. WASHED DOWN BY RAIN OR OTHER MEANS. 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 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 QUANTITY ESTIMATE WATER INTO THE STORM DRAIN IS ALLOWED. WATER. 9. TRANSVERSE REINFORCEMENT AND TRANSVERSE JOINTS SHALL BE 34. THE LATEST REVISED STANDARD PLAN OR DRAWING SHALL BE PLACED AT RIGHT ANGLES (OR RADIAL) TO THE CONDUIT USED UNLESS OTHERWISE NOTEDB. THE FOLLOWING BMP'S AS OUTLINED IN, BUT NOT LIMITED TO, THE ,. D S C R r�'�TI O N O UANTIT .CENTERLINE EXCEPT AS OTHERWISE SHOWN ON THE DRAWINGS. BEST MANAGEMENT PRACTICE HANDBOOK, CALIFORNIA 35. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL MAKE STORMWATER QUALITY TASK FORCE, SACRAMENTO, CALIFORNIA 10. ALL STEEL ADJACENT TO FACE OF CONCRETE SHALL HAVE A 2-1/2- EXPLORATORY POTHOLE EXCAVATIONS TO DETERMINE THE DEPTH AND 1993, OR THE LATEST REVISED EDITION. MAY APPLY DURING 60-WCN RCP 1 267 LF. 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): 36-INCH CSP 1 27 L.F. 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 N0.2 MANHOLES 4 EA• 12. ALL BAR BENDS AND HOOKS SHALL. CONFORM TO THE AMERICAN CA002 _ PAVING OPERATIONS CONCRETE COLLAR CONCRETE INSTITUTE "MANUAL OF STANDARD PRACTICE." CA003 STRUCTURE CONSTRUCTION AND PAINTING 1 F. CA010 - MATERIAL DELIVERY AND STORAGE CA012 - SPILL PREVENTION AND CONTROL 13. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CA020 - SOUD 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 ESC01 - 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 UNE 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 N0, 3080. CASE Ill, 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: Ill BEDDING. NOTES 3 (A). 3 (B), 4gOFESS/p� UNDERGROUND SE,RVXB ALM AND 3 (C). IF THE W'. VALUE AT THE TIP OF THE PIPE IS EXCEEDED. OF SCNJTRN CAIHORNIA CITY OF THE BEDDING SHALL BE MODIFIED, AND/OR PIPE OF ADDITIONAL STRENGTH SHALL BE PROVIDED. THE PROPOSED MODIFICATION ! { c"'` Tom >� RANCHO CUCAMONGA SHALL BE APPROVED BY THE DEPARTMENT. � o. 2 WORKING DIAY3 Expiratia�c /31/os BPFORB YW p10 23. PIPE SHALL BE EMBEDDED 5 INCHES INTO ALL STRUCTURES ��. Cly►L ��. INCLUDING INLET AND HEAD WALLS, UNLESS OTHERWISE 9lFOF CAui V o ACCEPTED BY: SPECIFIED. _ I ENGWEER R.C.E. DATE REVISIONS DESIGNED BY BENCH MARK N0. 1257 p ELEV. 995.451 4TN_SD_2 MARK DATE BY APPROVED/RCE N DATE 2-5-04 CITY OF 0 LOCAl1ON: ARCHIBALD AVE. S/0 G ST. CNE SHEET 2 OF 6 DRAWN BY T.N. NAIL & WASHER IN CONC. BASE OF ST. C TIW© E GMW3/ARCHTECT3/ FOURTH STREET,�- 60- INCH RCP DATE 2-8-04 RECOMMENDED 8Y LIGHT # A-026/20 100' N/O N. END 23% Sbvd _ Us 120 PLAt�IER CONTRACT RDAJ9102-02 ASI T CITY E GINEER � FWY BRIDGE W/SIDE ARCHIBALD AVE. ' e Cdfm is 92614 PHASE 11 REVIEWED BY 2-3-04 9491754-6440 Fan (949) 6444 ACCOUNT ACCEPTED BY a O MAR 74 ELEV. 955.451 t�R ng � -- c DATE J.H.K. REFERENCE LL83 PG 47 NOTES CITY ENGINEER. DAT K i 30560 a DWG. No. 0-1143 CITY OF RANCHO CUCAMONGA DRAWING N0. 7 -D ............. ....... .... .... .... ....... ................. . ................ .... ...... ............... ............. .. ...................... ....... . ..... ................ ...... .......................... .... ......................... ..... .......... ... ...... . ......... ......... .... . ...... ..... ....... ... ..... .. ....... ................................. ............. . . ...... ..... ............... ......... ............ ........... . ...... .... ............................. ..................................... ........ ....... ... ............. "!Z .......... ........ ........ ........ ............ ............. . .................. .......... ....... ......... ... .... ........ ............. ....... ...... ........................................................ ............... ...... ....... ... ............. . ............ ..................... I........11.......... ....... ... ..... ...... .......... ............ .......... ... .. .......... ........ ... ......... .............................................. ........... ........... ....... . ................... .................. .......... ....... ... .... ....... ......... ........... .............. ........ ................ .. ........ .................. .......... . . ................. .......... ... .......... ... ......... ......... .... ... ........ . .................I-- . ............. ......... ... ...................... ..................... ..... ........ ... ........... ... ....... ... .......................................... ...... .. .. .......... ... .. .. ....... ..... ..... .... ... ..... . ..... r....... .......................I................ . ...... .. .... ... ........ . ....... ............... .... ......... ............. ..... . ..........................I....................... .............. ........ ....... . ....... . ....... .......... ................ . ................... .................. .... ...... ...... .......... .......................... .............. .................. .......... ... . ...... .... .......... ........ ........ .......... ...... .... ............. ....I..................��I............ .... ........ ........... .......... ........... .......... . ...... . ............... .. .......... ........... ... ........... . .............................................. ... ........ .......... ........... . ........... ........ . ..... ........ .............. ........ ....... :::. I I.. ........ .......... ....... .... . ..... ... .... ........ .......................................... ........... ......... .......... . ................... .................... .......... ..... ....... ......... ........ .... . ........ . ...... . ......... .............. ....... ............ ........ ................... ......... ........ .... ......... ....... ............ ......... .... ........ ...... ....... ............. ....... ............... .................... ... . ..... ........ . ...... . ....... .... .. .......... .. .................... .... ...... .... ......... ...... ......... ........ ............. ....... ....... .................. . ...... .. ............... .... . .......... .......... ... ....... .. .......... ...... ... ......... ...... . ...... ...... ........ .... ... .......... ........ ......................... ....... ...... 1.­ I-.1 T ... .......... .......... .........='7.,-,-,.,.,.,.,'. - 1. .11 I 1. : 111-11 .11. .,., ........ ....... ...... ....... . ...... ..... ........ . .......... ...... ................ ......... ... .................. .......... .... ...... ................. ... . ..... ........................... ..... I ..�.-1.1. I I... r ..I I .. L "' : .,�.:.�:: . ...I I - !. -.., , :,*"..-*.... ... ........ ..... ...... .... ..... ....... .................. ....... ......... .... ...... . ........ ........ ....... ....... SA I I I. ..- ..I...-- .. I .1 1.I'll I....11 1.11 .. .I 11,11.111-I �. ..... -I ..:.. -I � I.1.I.I. --- .. - .. - -- .. -- -.. .. -- - : L� * -" ............. .......... .......... ........ ..... ........ ............. . .......... .......... .................... ....... .. .......... ... ................ .......... ............. .. ... .... ........... ... ......... ... ........ .......... ........ .......... ... ....... ............ ........ ....... ............... ........ ....... ................ ......... .... ......... .. ...... ....... . .. ..... ............. .......... ................................. .......... ................... ........ ............. .......... ......... ......... .............. .......... .......... . ..... ........ ........ ........ ...................... . ...... ......... ......... ...... ............. ......... ...... .. ........ . ......... ...... . ......... .. .. ................... ... ........ .... ......._ *�j.�.� - -21�� ...........I......... ... ................ .... .........I 1�i� :�111.r 11.1 *1 11 :... �:........ ............. ...I � = * .............. ........ ...... ...... ....... . .... . ........ ................... ...........= I I.... .... ........ ...... ....................... .... .......... ... .......... ........ ....... .... ..... ...... .......... .......... ......... ........... .......... .......... ..... ........... . ......... ........ .... ..... .... .... ........... ......... .... ................... ....... ............... ................... .............. ......... ..................... .. ............. ...... ....... ........ ............ .... ......... --l.. ----I.1.1 -I [I..11............ . ......... ..... ...... ...... ...... ......... ...... .. ....... ...... ................... ........................... .:: '..'.- , , - ,�7"'"''�'' " ILI "",,, 'r, -r", *.... ................. .......... ... ............ ......... . ........,*�-7.7.'. '�: w..'. :. ... ......... .......... .......... 1.1-1.1. ......... .. . .......... ........... ..... ...... ................ ........ ......................... ................. ... .............. ..................... ........... ......... ....... ........... .....I... I �..I- ..1.I..I.I . *.*. ,**1.*,.., I I.I . I I 11 �..I .I. .. '-.��..�.�I:''*-'"........ ............ ...... ........... .................... ...... ....... ......... ....... ............................ .......... ........ ... ... ........ ..................... ...... ly I r 1. I . I - I - . L .. I .1 .I I -� I. .1 ... - .1-1 I I- I . I : ........ ......................... ...... ... . .............. .... ..I . :.. I ---All ,........ .......... ... ... ........ ....... .. ....... .... ..... ... ...... .... .......... ..... - ----- ..... .................. ...................... . ..... ...... ................. .............. ..... ................ ...... ...... ....... ..................... ........ .............. .......... ......... ..... .... ..................... ....... ..... .... ... ............... . ........ ...... ........ ......... ................ ............... ............. ...... . ..... . .........1:* *" - - ........ ... ............. .......... .... .......... .......... ...... .... .................... .................. .................. .......... ... ........ ..... ......77:7............... ........................... ........... ......... ..... ...... ...... ....... .................. ...... ........................... ........... .......... ..... .......... ................ ......... .......;97 Iff AO.... ................... .......... ........ .................. ... ............... . ........ ... ......... .... ........ . . ..... ... .......... ....................... ......... .... .................... L .. ........ ...... . ..... ..... ....... .. .......... ....... ............ ..... ............... ....... ................. ........ ............. .......... ...... ............. ......... .... .. . ........ ... ........... .... . .....I ........ ................ . ............ C7.... . ....... ... ..... ....... ........... . ............... . ........ .......... ........ ........ ....... ............ ........ ............. . .......... .... .. ..... ... ..... ........ .... 77: ........ ...... .......... .... ......... ..... ..... ... .......+ .... .... ..... ... . ..... .... ......... . ....... . ......7 2. ........ ."9.................. ...... ......... ........ ............. .... ..... .......I .... ........CPO f f t ........Id .... ............... ---t t ....... PROFILE . . .... ......SCALES............. MIA j qA ....... ....ITA VERT. V 4'Ayll ITA .... . ..... ............ .. ...... .... .. .....HO RIZ I* A O' F 42+00 43+00 44+00 46#00 46+00 47+00 48tRq 49+00 50+00 51+00 IION NOTE5 kkj 14J Z- PEP. cirl RAMC,110 Cy(,kM0NbA'(D Clvsl. mflne NO 5ro- , ptm 3111 -wltli 1 " STUB To No-erlia lolv.,13 ljyv.�-j e 7 c"Oer . X�75; com5r ro-RcR s;roRm DR41".4 4 4,Nrs 3 `0 3 5 ------ L At D 0cp t It 10 36 0 ot---------------------...... .... .. ..........X 44 LV -46 I41 r-r IAI-p Va4 00 COM.5r A-�IAIVI-IOZE NO. IcIER C17"Y' el-� ewlcllo T ........ 1C, /w 57'0. ze.4AI 319 Wirli if" SrVj ro Alofthl 14 0. 1 INV 15 2�12 7,V................. -------- ----------- 7 1,Pe 5V�PPOq I eY A.PW-4. 5 W. Ze 4 4 it. V'ell--- ---------.......... ....... v --------- /00;;pp% ...... L4 tee U4------------------------------ ... - ------ -- ---------------------------------------...................------------------- ;3----------- ----------------............ ------------------- ------------------ ----- - P3--........................... ------------.............. ---------- c 3............ ------------- ------ ------ S7........... Lq N K Ml�F R� I------- - KAA UNDG%ROUND SERVICE ALERT "144 !NO ENO 69FIVOORWIPLANWAlf OF SOMERN CALIFORNIA Skeet, N 560 CITY OF RANQH CUCAMONGA CALL TOLL FREr-- Skeet, I Exp.OU31 m 2 MIRK)N G z alifomla 4 0 PC T-ORE YOU 0)0 *Z 0 ACCEPTED By 0`0 IEFIF ft.C-.1�-,Z 40T y e- THt SUPEM0 DAT E Now dc=773w IREVISIONS DESJGWO BY 13 F.,A BENCH MARK W.- 1257 ELEV. 995.451 MARK DATE BY APMVEO/Ra NO. Pl,.AN$ ARCHIBALD AVE. S/0 G ST. AND, PROFILE SHEET OF 'CITY 0 F ONTARIO LOCATIIONs-� . BASE, OF ST. STREET CH 'N EL CONTRACT'DRAWN By NAIL & WASHER IN CONC FOURTH DATE REVIEWED By LIGHT *A-026/20 100' NIO N. END FWY.BRIDGE W/SIDE ARCHIBALD AVE.imit CHECKED BY /]/& F ACCEPTED BY 4h ilW MAR 74 ELEV. 995.451 REF. LL83 PG 47 4/A/5 2 5M. 41 -o 00 .70 5?4 ,S -A 32.60 DATE DWG. NO.Ie0" livir -4 r.h. 4J 9.0 zo s .4. sl ob - 'AM VN DPwi tq ca No . CITj Of RANWO 00. q 79-:F ......... .......... ......... .......... ............... ....... ........... .................. ........ ........... ....... ..... ........ ...... ...... . ........... ................... ........ ................... .......... ....... ............................... ............. ...... ............- ................................... .. . ....................- _­­.................... .. ........- �7, . ...... .... . ... .... ....... ....... ..................-......................................... . ........... ....... ......... ....... .... . ..... . ..... ..........I................................... .................... .......... ..................... ......................... .................. ................. .............. .....................-........................- .......... ......... .................... .................... - - ........... .1, .... I 1-, -11. -.1.1. - ...I...." ... 11, : 77: .771-7 �:77: 7:77, 77", 7_ ......................I..................... ......... .......... .......... ..........I.......... ........... ....... .............. ......... ...... ......... ...... .... ........ .............. ......... ... .. .......... ................... L� a . .......... .............. F. ..........I..................... ..................- -...........- ......1 -1 1 :,_ .............. '-w-L .7, .. ........ ............ .................................. .......... ..............................- .................. ......... .............. .. ... .. ....... .................................................... ................ ..................... .......... .......... ...... ........ .......... p �777.7' 77 4t.. ........1 .1 .� , - 1.- .-1-- 1..1.1 1.1. 1 1.11- :. q , ................................................... .................. ......... .............................. ...- -..­­­ ­­ ­­­­ -p�-- ". - ­..., .1 1 .1 1 - - I I....1 1. 1 :.'. ., _* ".., - .1�: , : . , ,.,, . : , . .. .... .... p ... ...... .....................................I................. ........... .1.- .­­ 1 1.�.. -........ ...... .......... ........ .......... ..........._.............................. .......... ......... .......... ............. ................... ..................... .......... ........ ............ .......... .................... I.......... ... ......... ....... ........ ... ................. 7, 7: ................. ......................................... .......... .......... ............. .... ......... .......... I...................- .... ............... ................. .......... .................................I.......... I......... ... ............................... ........... .......... ... .......... ........... .............. ........... .... ........ ...... 7_'�....... ..... :7. '7 .......... ....... ..... ...........r................................ ............ ............ ............... .......... ... ...................................................... ..................... ...... ..... ............ .... .......... ..... ....... ..... ..... ........ .......... .......... ... ... ....... ........... ........... 9 .............. .......... .......... ...... . ............. .... . ....... .......... ------- ............ ...... i', .7 q� ......... .... .......... ............ ... - --------- ...... ......... ...... ....... . ..... I...................... .......... .......... ......... ........ ................... ........ .... ....... ........... . ....... IA M 44, OF 104(Y- ................... .......... ........... .......... .......... .............- ..................... ----------- .... . .. ... -------- ----- ........ v ..... ......... ..................... .......... . .. . ........ ...... .......... ......... .......... _71 ........ 4 .......... .......... ....... ...... ...... ...... d .......... .......... .............. ..... z �4 ------- ------ ...... ........ ..... ... .......... .. ........... . .......... _7 ------ i 7-7�- 777�' .......... 77-.. ..................... ....... ....... .......... ....... ....... .......... ........... .......... ... . .................... ......... .............. fin LL ......... .......I 77 . ........... V/ U10, mi�!L .......... .. ...... ...... . ........ 7 w .... ....... .......... mTw� w,�w ... ....... .......... ......... .. J. ....... ....... to .... ........... ........... ........... . .... .. . ........ T-­-- ......... ............. 4 -7, _7 . 7,::': 7 ............. I.... ......... . ...... . ............ 7- L.'.1 . .. .. ....... .. ......... .............. ........ .::7 ........ ........ ..... ..... .4 . . ...... .......... ....... ... ........ .... .... ......... .......... ... ........- J 6 .... ... .. ... 7r�7-7r 7 . . .... -1........... ....... .. . ..... . ....... ..... ... ...... Z' ......... ...... ......... jN77 7 t ...... ...... ...... ...... ..... ......... ....... j t , :71-1 W t vo Z 7 77 .. .... ....... ::7 ....... ......... 7,. Z' ............ 7,� . .. .... Jll�­ __7 7 '7 7.- ... ..... ........ ..... ... .......... PROFILE scALES, .................... .... ...... .. ... ..... J .... ........ ............. 4- . ....... . ..... .. ....... ... ....... VERT. 1* 4 p ... .. ...... ........ ....... f- ... ......... ........ p .......... ..... . ....... ... :L HORtZ* V 40' ... ............ - -7, q .......... 7-1 ..... ... ........ _z:,vb� ....... j, I J 1, J 92 A 51 +00 52+00 53+00 ;J04+00 5+00 60^+0 0 58+00 V CONSTRUCTION NOTES N COAIII. MAtllfd-,, g W. 2 UNDERGR"D 5ERVICE ALE P4v etry a-d Rei,�/wlo c(14,imdvro,4 OF SOUTHERN CALIFORNIA �j (D 5ro . P/,jAl 311 wirli 2,fu SrUS to YVOAPt, vj CALL TOLL OREE COMST 60 R.C.P SrORAI DRAW. 14Q N 1 MAW110.11! NO. I ACA 61r.Y M AAA14#0 C(IcAll(oM&A St. ewe. ow!l 2 WORKI KG bAY5 _ 6 BF-FORE Y00 DG M. 11AAl 3 11 W 1111 3 6-v Ac-A 7-0 #OR r// 0 /0-1 il.1 coAlsr IwAwmE Ato. 2 PEl? c1v-, ovrRAA1cpo CUC.4MO"GA SM lr-Y-AN Y13. W)-r1j /$m 5rVe re /02 7.21. _3 17 1.11V9 3 60"/?cp r J L. T v I I c D 3 7 -7. , Vo ve Ary 16 r. I x q j cm P,I !A 3-_ "Pr - - -&7)( - - _4 1 ------ 4, --------------- ------ gep.-a / I-- _ .. I ��l MH Mol z: 7 g6p _.!�wajv rolamew x -7n------- os;,OF -------- x6,c,_ - - - -x, .103 5 A t,7 K_7 ow ............. ------- --------- ------------ Nr -------------- ---------------- -- ---- ----- ------ 10AA A 7 7_ 7 1 T_ __7 7,77- T W,-i FIF -T )00 3t 8 ly.l_.11-_--__ & x jo X T S� 0426 S 7 x1034.5 3 0 �,3 jlqa!�!! _N DFESsid RT t 10 6A T Al ul ALI a F49' N No. 560 CITY OF RAN H CUCAMONGA EXP.0 1/00 c1\11 oo' (049)'75"440 FaK(049175 OF C ACCEPTED BY J /vy e. JW R. KAWW(R.C.F- .30560)7 OAT 6 7 . I __1 - I T N R. UNDER THt SUPEWISION Ar__ E 1251 99M51 REVISIONS mo Siff SENCH MARK- NO. E L EV. PLAN AND PROFILE OESK MARK DATE By APMYED/Ra NO. DATE CITY OF ONTARIO LOCATIONs ARCHIBALD AVE. S/0 G ST. EET Ir OF FOURTH STREET CHANNEL DPAVIN BY NAIt., & WASHER IN" C-ONC.-BASE OF ST. LIGHT SA-026/20 IOO' N/O N. ENO FWY. DATE REVIEWEI) By gk�, - I - -�l BRIDGE W/SIDE ARCH113ALD AVE. *TA LINE 3 c' . 51 + 00 TO STA. CHECKED BY MAR 74 ELEV. MASI REF. LL83 PG 47 0WG. NO. 1149 Fi I f�00. IE O By "-4 OATE EMGKFA DA79 cff Cill Of RANO.'%10 CM.AMON&A DAAWIN(v NO . NEW CATCH BASIN 1030.69 INV 36—INCH RCP / CONST. MODIFIED �O MANHOLE NO. 2 ri E I 0 . . f NEW LOCAL. DEPRESSION / STD. 319 WITH 36" RCP TO NORTH F_ —1 EL=1030-23 / / EXIST. C & G / A=161.30' Q 7/ 13=1108"X27" / D'60y w NEW 36—INCH RCP 60" R.C.P. / 1000 —LOAD LINE E 3 / REMOVE EXISTING / 2-43"X27" C.M.P.A. --- - ._—,. ---_..__ — - - ...— _. ._.. -- ..._.. ..— .. _— - - ...._-- _.,.. ..._.....- -_...—_. -- ..... — ..__...- - --- --- - ---- - - . FOURTH STREET _ / REMOVE EXISTING 2-43'X27" C.M.P.A. PLAN _ —_. ..—. _ _ �. __. ,. 74— _/ _..,TT._ SCALE: l' = 10' / REMAININ(3INPORTMON W TGUTTER CK SLURRY / GRAPHIC SCALE 0 5 10 20 30 DETAIL " 1 SCALE: 1"=10' F QROf ESS/ONq \AXAA� OFSO� CITY OF m CALL 'TOIL FRPB � �aa 80 � ao RANCHO CUCAMONGA %� BEFORB YOU 0I0 N 9lF 4� CAUF��� ACCEPTED ,�� 1 +� CITY E WEER R.C.E. DATE 4TN_SD_5 AREVISIONS DESIGNED BY BENCH MARK N0. 1 57,_ ELEV. 995.451 MARK DATE BY PROVED RCE N DATE 2-5-04 CITY OF a LOCATION: ARCHIBALD AVE. S/0 G ST. �� �,, KHA A860CIATE8 FOURTH STREET 60- INCH R SHEET g OF 8 DRAWN BY T.N. NAIL & WASHER IN CONC. BASE OF ST. tMUL;TINA M6NEVARCIVECTSIMANNER8 b—CrTy � LIGHT # A-026/20 100 N/0 N. END 23615 >� gfreat .. Suifs 120 R H /\ SE I I CONTRACT RDA�0102-02 DATE 2-8-04 RECOMMENDED BY FWY BRIDGE W/SIDE ARCHIBALD AVE. Wa;l 92614 /'1REVIEWED BY • A CITY ENGI EER A 9491756-6440 Fax (949 7 ACCOUNT —04 ACCEPTED BY `3 MAR 74 E�L35 .451 Lpw THE �5so STORM DRAIN DETAILSDwc. No.DATE 2 5 ENGINEER DATE CITY OF RANCHO CUCAMONGA DRAWING N0. v-. -. - - - -- - _ _z. - _ - - _, ,.S.I OVFER 5. . - _r; jb P a - - Fl�Q p�9g �--tib--- v V_ Tr t - rm"-- TFFFF F-- f f_____r___ '11�IF 11 181 11 w I I+ E �Nnk CROMING L= 9. F - I -L " _ j A PROFILE SCALES T _ � ��� � HORIZONTAL 1 W - VERTICAL..: 1" � 4' NOTE: PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL MAKE EXPLORATORY () POT HOLE EXCAVATIONS TO DETERMINE THE DEPTH AND LOCATION OF EXISTING I 'DRY' UTILITIES, SANITARY SEWER, WATER, STORM DRAIN AND OTHER STRUCTURES I ( I OF POSSIBLE CONFLICT OR FOR CONNECTIONS TO NEW CONSTRUCTION. THE r ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS. ta.I �I 100 -- �� CONSTRUCTION NOTES V..� FQ•-F' Q CONSTRUCT TEMPORARY 36 C.S.P. STORM DRAIN. I, NN O CONSTRUCT CONCRETE COLLAR C.M.P. TO C.S.P. (TEMPORARY CONSTRUCTION). I c3 NN INSTALL RIP-RAP MIN. 10'X10 . EJ � d R/W AN—" —" CONNECT TEMPORARY C.S.P. TO EXISTING R.C.P. PER CITY OF RANCHO CUCAMONGA STD.PL328. N �i I ``•- � _ ._ _ __.. _-�.., 7� BREAK INTO CONCRETE STRUCTURE AND REMOVE AS NECESSARY TO INSTALL TEMPORARY C.S.P. C&G C-7 EXIST. 60" S.D. PER I - CITY OF R.C. DWG. 1683 EXIST. 24" SEWER I N — I CITY OF RANCHO CUCAMONGA ---- -- % N g /- -- --- - 36' WATER EXISTING I S / 36" WATER I I CITY OF ONTARIO --- 1 66 RCP J / 3 18" WATER -- / / 18' WATER ice--�----------- I I / .75' \. ----- -/ PLAN 4 I SCALE: 1" - 20' � o -- 4- t- -- -- - -- _ _ _ - _ . _ _ _ _ _ WATER CROSSING GRAPHIC SCALE 1 _ _ , — I �{ EXIST. C&G NO SCALE 0 20 44 80 120 _._._ ".,'_" _ 4- .- __. ___. �., EXIST. R/W ' ONTRACTOR TO4 PROP. C&G_JL — OCATE IN FIELD N QROf I:SS/p�,' UNDERGROUND SERVIC$ ALERTIP-RAP 7 N•K,1 f OF CALdk�ORM CITY OF g 10'X10' MIN. •- FLIT. R/W y c� 2cm, =LWORKM >Fm RANCHO CUCAMONGA a•tiom 03/311/05 BEFM YOU DIQ EXPOSE END 0' 3 lc1 V11- ACCEPTED r �� ALL AROUND DENSE TREES � F OF CA01�� CIN m R.C.E. DATE REVISIONS DESIGNED BY d•M• BENCH MARK N0. 1257 ELEV. 995.451 A Bf MARK DATE BY [APPROVED/RCE N DATE APRIL, 2003 CITY OF ONTARIO LOCATION: ARCHIBALD AVE. S/O G ST. CME KHN Aaeoco ma60 — INCHNA1L & WASHER IN CONC. BASE OF ST. �0URTES STREET RCP SHEET�_OF 6 DRAWN BY M.C.Q. CONVATWO ENGUM/ARCHITECTS/� LIGHT j A-026/20 100 N/O N. END 2M Dain Stvd - Supe 120 PHASE IICONTRACT Roa 0102 lL2DATE APR,IZ, 2003 RECOMMENDED BY - A FWY BRIDGE W/SIDE ARCHIBALD AVE. r949'01 Colfomi0 92614 SS CITY A CITY ENGINEER AT 756-6440 fax (949) 7 6444 ACCOUNT REVIEWED 8Y R�3, . , ACCEPTED BY 0 MAR 74 ELEV. 955.451 DETAIL 2 DATE APRIL, 203 CITY ENGINEER � DATE REFERENCE LL83 PG 47 t� � � pN � � It Mn {t0l. 30560 a, �Af p DWG. No. -/ 7 8 D CITY OF RANCHO CUCAMONGA DRAWING NO. -/ !? -Q BENCHMARK,, _ ROUND HEAD BOLT IN CONCRETE CURB LOCATED AT NORTHEAST CORNER OF MILLIKEN AVENUE AND 4TH STREET, 0.5 FEET WEST OF DROP INLET. _ S.B. CO. BM NUMBER 010191 ELEVATION 1035.89' R EDF/ ISED 10-rA T .L. - ,EXIT 0 INI H 2 2 H SSU FA E T .L - H _ I _ T D _ ;(7 T�=- -- S RFAC A C. �� GL 1036�3 TC ry � - _ .__ 10,36,33 TC N _ 0 . CO 7.47 0 3� CP � �� � � - — - _ - --- -- --- --- -- - ---_ — .__ _- -- -- --- — — --- — -- --- - _- --__ -- - --- --- --_ -_ _ - - - -- - -- -- --- — - - - - -- -- -- - -- - _ -- - - - - --- - 10 f �8� — J LIT EX l TI now - - r R li p-3 }43-3 -o.o x. 27 R P t t5 6 - 1 31,,38 IN N W .jp LIT. F If Ld PROFILE SCALE HORIZONTAL 1" = 20' - - - - - 0 L -- 1493 y ) 54.1 Lf 36 "`�► �-- - --- - - --- -- VERTICAL 1 4 - - _� � _ _ u u u u PLAN SCAlE - - � --- - == --- -- � � -_- - - -- - - ---- -- --_- -_ - _ -- --- -�- -- __ --- - --- -- - --- - __ _- --- --- -- -- --- --- -_ ___ --- --_ -- -- -- --- -- __- ---- - -- -� --- t t j y - - — 0+00 1+00 0+00 0+50 NOTE: LINEW" SHALL HAVE MINIMUM 95% RELATIVE' COMPACTION OVER PIPE q - \ {. Ltj y ? � a ,.. �. �p .s , -tt � t v zf \ , LINE D r 1 o t� X4.60: W'14' 4 4 1 6 ecIle ' I s 1 ` i 'R ` ~ � UNE 0� �� + `"� taw °_- / I I 2 - 3 8 Q i ., I Q -- 1 Sw I I I � It \ \ N F I Z � 2 6 5 4 V=4.95. W--28.0 I 7 :o I { W EX. 27 SD j� J �- � SEE UNE »F)p LINE "Fu �� ,,, 1 AT RIGHT ,, IIL ` S E LINE E I o , a� r ,t[ L A FT LE I . ._ 1/ . . . CL 4TH STREET . rK. .............. 0 10 20 i HYDRAULIC DATA SCALE IN FEET HYDRAULIC DATA UNE/LAT. LENGTH S Q-100 Dn (ft) Vn (fps) h (ft) D CONSTRUCTION NOTES: F 14.95' 0.0057 53.3 cfs NA NA NA 27" UNE/LAT. LENGTH S Q-100 Dn (ft) Vn (fps) h (ft) D Ql CONSTRUCT 27-INCH RCP. D 7.47 0.0790 108.5 cfs NA NA NA 36' E 54.15 0.0103 108.5 cfs NA NA NA 38" OCONSTRUCT 36-INCH RCP. 41 GENERAL NOTES: LEGEND: APPROVED Q4 CONSTRUCT PCC CATCH BASIN PER CITY OF RANCHO CUCAMONGA CITY W N0. DESCRIPTION OF REVISION DATE: QRpFESS/p Q STANDARD PLAN NO. 300. ,� ti9 �ti CITY O F RANCHO C U CAM O N GA E 1. STENCIL THE WORDS "NO DUMPING DRAINS TO OCEAN' ON THE Q CATCH BASIN REFERENCE �, OCONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY OF TOP OF CURB AT EACH CATCH BASIN, WITH WHITE PAINT. RANCHO CUCAMONGA STANDARD PLAN NO. 308. ® CURVE DATA REFERENCE " �- 8 CONSTRUCT 8-INCH THICK PCC LOCAL DEPRESSION CASE B NOTES: c � �' / �_/' 'a 03/31/Q6 � 0 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 307. DEMOLITION ® CONSTRUCTION NOTE REFERENCE \� STORM DRAIN IMPROVEMENTS U r GI YI L OCONSTRUCT NEW PCC COLLAR PER CITY OF RANCHO CUCAMONGA 1 REMOVE AND DISPOSE OF EXISTING STORM DRAIN PIPE AND FF - FISHED FLOOR 9TF of CA0'Q 4TH STREET/MILLI KEN AVENUE ,� STANDARD PIAN N0. 329. ❑ INV - PIPE RAN AND CATCH BASIN. Q8 PROVIDE AND INSTALL 24-INCH x 24-INCH GRATE OPENING ON TOP OF SD = STORM DRAW NEW CATCH BASIN TO MATCH GRATE OPENING OF REMOVE CATCH BASIN. S a SEWER APPROVED BY: DATE: E W - WATER NOTICE TO CONTRACTOR CITY ENGINEER ��� RCE NO. 24953 " Q9 EXTEND THE EXISTING 6-INCH STEEL DRAIN LINE FOR THE CITY OF ONTARI u WELL SITE. DRAIN LINE SHALL EXTEND 24-INCHES ABOVE GRADE AND DRAI TC o TOP OF CURB CONTRACTOR HEREBY AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DESIGNED BY: RECOMMENDED: INTO GRATE LOCATED IN THE TOP OF CATCH BASIN. SEGMENT DATA RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION pwmw sr � 3 o OF THIS PROJECT, INCLUDING THE SAFETY OF PERSONS AND PROPERTIES; THAT M.E.T. SEGMENT LOCATION BEARING OR RADIUS LENGTH THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL DRAWN BY: EME�14 `8MDC0r� SHEET WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND CONSIILMO Bi6lJ 8WARCMKft/KM- I! 1 SD 53'01'S8� 58.50' 54.15' HOLD HARMLESS THE OWNER AND ENGINEER FROM ANY AND ALL LABILITY, REAL J.R.M. 2M Main SbvA - Sub 12D / OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT Cal6bffk 92614 11 O F 17 0 756-6410 Fmt EXCEPT FOR LJA8111TY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR CHECK BY: ,�� DRAWING N0. "o utm of ENGINEER. n J.H.K. BENCHMARK„ ROUND HEAD BOLT IN CONCRETE CURB � I — w- LOCATED AT NORTHEAST CORNER OF E , [ Rt? ED f7 /sD f - W. Rw. C t S i MI lK N AVENUE AND 4TH STREET I LL E VE - 0.5 FEET WEST OF DROP INLET. S.B. CO. BN NUMBER 010191 E, lSTIN FIIIS�ED f I - ENATION 1035.89' ,D fSs F I ! i I I fS /N JI C A( � f E I I I __ AT L. i T S{JRf C�' A� CSL. [ I I 1 [ f I 10,35.: 0 �C [ [ C y r II #� 7 _ I I - _ _ -_ _ I i _ �_ f • [ f I _ _f I -!S IN 6 RC VC XPE7 I[ I TIN 60 C I - I - __ _ _ I _ `L - - - _ �____ -_- _-__ __ ._�_._ _ .__ _._ _ __ ._ _ __ I - C L VIM MANHOL I E I E C XP �- s — — IS' IN — I 4 E IF I � I i I IN MHOI_ I f t f 028 lav [ f - - 3 I I I I 42 T ! =< E f — _ — — _ _ [ f [ — ( � f I I 1 29;94 lNf( I [ f f f — .— � __ --_.�--- _�-___�-_ I -a ---�-----�-----�-- �._. _--- -�--- ---- �--_ �---�---� �---- I 102 .0 /N 60 R P � � � I � fI - ____ LNC !� ,� 11t SITS' RRIU T E � � — — } Y S £ 0 rSf E RfVAT LAMS 102�?2$ INV , � � 1Q2, 9� � � [ _ I• I 1p2 . lfw [ A�lol� [ I I 7— - L N f} � --SFE-'0 rSl E-PR AT I city) F�OQTI I � Ir By _0 PROFILE SCALEry , y I — _ — _ [ I _I— f _ i — — lY [ I —� I _ I If f _ - HORIZONTAL1 = 20 __ __ _._ .__ .___,.���_.�. .__._ �.�w_.r.�_. ____,w_��_- _ __€__._- ._-- _-_ � __ ..-_.�___ ��__-- ___ _ __- ----�-__ -- . __-- _ -- _ � _ _ r , y t - a _ y _ I I '; ' I # d i 46}19 8 I -_ - -- - - f -f _ 26,31 �.F 8 I- f - _ - - - i. . D.:,LOAD [ I VERTICAL 1 4 ___.�_-__ ..__ ____. ___ _._ ..___ __ ____ _.�___ __�__ __�.� �.__. __ � � � � r___ 1 D L D QTL _ D PLAN SCALE . ._ I L c [ 461; _ _ _. _ _ ___ _w __ _ _ � _ __r__ ___ _ 1' = 20' 0+00 1+00 2+00 g O I X - SEE ON-SITE PRIVATE STORM DRAIN ( I E ON-SITE PRIVATE STORM DRAIN PLANS FOR CONTINUATION � S FOR CONTINUATION NOT MAINTAINED BY CITY •> I SEE ON- TE PRIVATE STORM DRAIN MAINTAINED BY CITY _ w__ _,_ PLANS FO CONTINUATION �!l �3 SOT MAI T NED BY CITY I ' .�,r;�_�.��Y. Ot33.84 CL I 7 T SUN£ C f �A — r — 0+26.Jl CL _ mow. N 89'22'39' w L/NE C I LINE "8" -- : 19 W. _ K.$9lnlj9' w— s �N 89'22'39" w R.�! - _ -- � ; _ N r r �-F•I�ER OPTC =� ____ . . � — F�3ER Ori?IC= � ly.l __ __ _._ - __ _� + Z GAS GAS _ � --- 0+00.00 cd -LINE 8 - - EO" SD _ s 'r. " " Tr �^ 60� SD I �' � � �O SI) � 60 SD U ~ Et t;11`� r,l C,iT IC1 C`YC. 0-1143 SEE CITY OF ONTARIO D'v D-1143 - SEE CITY OF ONTARIO D'}YG. D-1143 0+00.00 CL 0 10 20 ?A 0 10 20 LINE C 0 10 20 SCALE IN FEES -- - SCALE IN FEET — - - SCALE IN FEET _- -�-� _ 4TH STREET �- �"" 4TH STREET — I 4TH STREET — '.3+00 24+00 y 27+00 �- dqo( a co r2 Ln I HYDRAULIC DATA HYDRAULIC DATA ^F HYDRAULIC DATA UNE/LAT. LENGTH S 0=100 Dn (ft) Vn (fps) h (ft) D UNE/LAT. LENGTH S Q=100 Dn (ft) Vn (fps) h (ft) D UNE/LAT. LENGTH S 0=100 Dn (ft) Vn (fps) h (ft) D A 46.19' 0.0142 6.00 NA 3.40 NA 18 in. B 26.31 0.0241 6.00 NA 3.40 NA 18 in. C 33.84' 0.0520 57.00 NA 8.10 NA 36 in. g 0 I cn I I V d N C CITY NO. DESCRIPTION OF REVISION DATE: APPROVED o �0 QROFESS/O+ql0. KAfIq CITY OF RANCHO CUCAMONGA y LEGEND. CONSTRUCTION NOTES N Expiration 0/31/04 � N STRUCTURE REFERENCE FF 3 FINISHED FLOOR - P. �- �' STORM DRAIN I M P R OV E M E NTS A� JUNCTIO S UCTU EO2 CONSTRUCT 18 INCH RC � IW = PIPE HiERT 9l �� 4TH'-STREET ® CURVE DATA REFERENCE SD _ DRAIN 3 CONSTRUCT 36-WCH RCP. Q FOF �"�"��� STA 23+�OO.001 TCS '31 +00.00 Q CONSTRUCTION NOTE REFERENCE S = SEWER W = WATER �7 CONSTRUCT NEW PCC COLLAR PER CITY OF RANCHO CUCAMONGA o STANDARD PLAN N0. 329. APPROVED BY. DATE: � (> Tc = TOP OF cuRe NOTICE TO CONTRACTOR CITY ENGINEE � RCE N0. 24953 CONTRACTOR HEREBY AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DESIGNED BY: RECOMMENDED: s RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION �,wm Of � OF THIS PROJECT, INCLUDING THE SAFETY OF PERSONS AND PROPERTIES; THAT M.E.T. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL. ®�KM A811�IAYH� i WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND DRAWN BY: ��TWO ENO EMARCHITKIIS/PLAMF M SHEET a HOLD HARMLESS THE OWNER AND ENGINEER FROM ANY AND ALL LIABILITY, REAL 2366 11aie Sheat - Suit 120 N OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT J.R.M. CafAaigo 92614 12 OF 17 EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR CHECK BY: ("M � � Fox (949) DRAWING NO. o ENGINEER. tilt n sumer oN � 3osso Q J.H.K. 7 8