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Home My WebLink About2982-1GENERAL NOTES 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4 ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 5 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 6 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 8 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 9 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 10 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 11 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 12 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 13 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 14 STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 21 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 23 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 24 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 25 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 27 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 32 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 33 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. Fi CORD DRAVVIN i... OHQ -I)RAWINCS HAVE BFEN PARI ON THE IASIS OF INFORMATION Cs «''>LE FURN.'SHF i BY OTHFRS. THE ENGINEER WILL NO C47, I RESPONSIBLE FOR ANY ERRORS OR OMISSIONS ,�IHI w HAVE BEEN INCORPORATED INTO THE DOCUMENTS A" A RESULT 1-TRFO 97 9895 /� •y 103 102 101 100 99 98 $ i e -aa :_ 3 i SAY P . INDEX MAP SCALE: 1 "=160' CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA ATTN: CARLOS NAVARRO 8,353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6632 SO. CALIFORNIA GAS COMPANY ATTN. ALAN KESELOFF 16231 VALLEY BLVD. FONTANA, CA. 92335 (909) 335-7781 EMERGENCIES: (800) 427-2200 SO. CALIFORNIA EDISON COMPANY ATTN: JAIME AMESZCUA (909) 357-6581 7951 REDWOOD AVENUE FONTANA, CA. 92335 (909) 820-5598 UNDERGROUND (909) 820-5137 TRANSM 15SIONS (213) 637-1233 PIPELINES (909) 357-6589 DISTRIBUTION (800) 227-2600 CRAWFORD CANYON MUTUAL WATER CO. ATTN: BILL VANDERKIEFT, JR. (619) 868-6040 UNDERGROUND SERVICE ALERT (800) 227-2600 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION PACIFIC BELL CO. ATTN: VIRGINIA BECKER 3939 E.CORONADO STREET ANAHEIM, CA 92807 (714) 666-5467 COMCAST (CABLE TV) ATTN: JACK HAYES 1205 DUPONT AVENUE FONTANA, ONTARIO, CA. 91761 (909) 390-4736 EXT. 3055 6" MIN. L'17-T III = N III 8 MAX. =III I III= Z -_ o ' N a III w BELL=_ Z a- III = a III IIII� II III ' 0.6'D' III- III- STORM DRAIN/ ZGRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE NOTES: 1/2 CRUSHED STONE BEDDING. 1. TRENCH WIDTH SHALL BE CONTROLLED NOTE: COMPACTION SHALL BE 90% IN ALL TO TOP OF PIPE ZONE. ZONES UNLESS OTHERWISE SPECIFIED. 2. TRENCH DEPTHS OF GREATER THAN 5' TRENCH STABILITY SHALL CONFORM SHALL HAVE ADEQUATE SHORING. TO CAL -OSHA REQUIREMENTS. 3. CLASS II AGG.BASE ALL TRENCHES LESS THAN 100' IN LENGTH. TRENCH DETAIL NOT TO SCALE it MAIN LINE RCP OR REINFORCED MONOLITHIC ARCH, SEE NOTE 2 80 mm (31 MIN. I�►��o _j H 1:1 SLOPE OR GREATER STANDARDETRIC �N PUBLIC WORKS STANDARDS INC., 1984 GREENBOOKCOMMITTEE OR ADEQUATE SHORING o Z& I TO 75 mm I (3") R o o~ a UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE 2 az 90% COMPACTED NATIVE BACKFILL \/ /% W Y. W O APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE V/ W U) Mcc FONTANA, CA 92335 THE 3" MAX. SIZE (909) 822-2201 EXT. 323 FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. GRANULAR BEDDING FROM ATS/MJG CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. SELECTED TRENCH SIDE DATE ENGR. CITY MATERIAL (1" MAX. SIZE). \ Ld -RE 62183 EXP. 9-30-05 6" MIN. L'17-T III = N III 8 MAX. =III I III= Z -_ o ' N a III w BELL=_ Z a- III = a III IIII� II III ' 0.6'D' III- III- STORM DRAIN/ ZGRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE NOTES: 1/2 CRUSHED STONE BEDDING. 1. TRENCH WIDTH SHALL BE CONTROLLED NOTE: COMPACTION SHALL BE 90% IN ALL TO TOP OF PIPE ZONE. ZONES UNLESS OTHERWISE SPECIFIED. 2. TRENCH DEPTHS OF GREATER THAN 5' TRENCH STABILITY SHALL CONFORM SHALL HAVE ADEQUATE SHORING. TO CAL -OSHA REQUIREMENTS. 3. CLASS II AGG.BASE ALL TRENCHES LESS THAN 100' IN LENGTH. TRENCH DETAIL NOT TO SCALE it MAIN LINE RCP OR REINFORCED MONOLITHIC ARCH, SEE NOTE 2 80 mm (31 MIN. I�►��o _j H I ( IROUND STANDARDETRIC �N PUBLIC WORKS STANDARDS INC., 1984 GREENBOOKCOMMITTEE EDGE i as o Z& I TO 75 mm I (3") R o o~ a UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE 2 az E CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY W Y. W O APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE V/ W U) Mcc FONTANA, CA 92335 THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING (909) 822-2201 EXT. 323 FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. FAX. (909) 823-5046 ATS/MJG CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. i e r, L—� ` oT ° uSTA. POINT 2 CONNECTOR P 80 mm SEE NOTE 3 C (3") MIN. STA. POINT LATERAL SEE NOTE 3 PLAN SPUR IOM O 450 mm (+3 OR #4 O 180) OC TIE BAR REINFORCING STEEL I G BARS 15M O 150 mm 80 mm (31) MIN. SPRING I iv LINE�ROUNOI o _ 113 m EDGES r ELEV. R E BARS 15M.0 ELEV. S / O 80 mm (3) OC F BARS 15M (eW O 75 mm (3") OC UNDISTURBEDCONCRETE CRADLE, EARTH H I H 265-C-14 (450-C-2000). SEE NOTE 9 SECTION Z—Z t. LATERAL/ CONNECTOR PIPE G BARS 15M O 150 mm (+4 O 6") OC IOM O 450 mm (+3 OR •4 0 181) OC TIE BARS E AND F BARS 15M O 75 mm (#5 O 31) OC. SEE NOTE 8 SECTION M—M BARS G BARS AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE JUNCTION STRUCTURE - PIPE TO PIPE INLET STANDARDETRIC �N PUBLIC WORKS STANDARDS INC., 1984 GREENBOOKCOMMITTEE �� ID >_ 600mm(24) OR ID > 1/2 MAIN LINE ID 331 -2 REV. 1996 SHEET I OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: GENERAL TELEPHONE CO. JUNCTION STRUCTURE -PIPE TO PIPE INLET ID > 600 mm 24") OR> 1/2 MAIN LINE ID ATTN: STEVE HOCK THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 1400 E. PHILLIPS BLVD. SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO ONTARIO, CA. 91766 THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE (800) 422-4133 SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS FONTANA WATER COMPANY PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE ATTN: AL KROHN CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER 8440 NUEVO AVENUE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH FONTANA, CA 92335 THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING (909) 822-2201 EXT. 323 FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. FAX. (909) 823-5046 ATS/MJG CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Ld -RE 62183 EXP. 9-30-05 41 R A d `'+ ✓ �oz CYN. RD. w COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND C17Y ENGINEER R.C.E. 51152 DATE � Q co F h m w w w w Q Z m Q U Uw Li STANDARDS IN EFFECT. V) 0 -' VICINITY MAP (NTS) NOTES I. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE MAIN LINE. OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER THAN 600 mm (241. B SHALL NOT EXCEED .75 D OR 975 mm (39"). 2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN, D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A REINFORCED MONOLITHIC ARCH. 3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH THE CONNECTOR PIPE CENTER LINE. 4. VALUES .FOR A. B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATIONS SHALL BE SHOWN ONLY WHEN REQUIRED PER NOTE 5. 5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY. b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION OF AN INLET PIPE. c. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE CATCH BASIN OR GRADE BREAK IN LINE. 6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN RADIALLY IF ANGLE A IS GREATER THAN 450, B IS LESS THAN OR EQUAL TO 600 mm (24") AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN .5 D: OTHERWISE. STANDARD PLAN 340 SHALL BE USED. 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE. 8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF THE SPUR. 9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12") ABOVE THE TOP OF THE MAIN LINE AND TO THE LIMITS OF THE CRADLE. IF CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE OPPOSITE INLET MAY BE OMITTED. 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M, GRADE 300, (ASTM A 615, GRADE 40), AND BE PLACED 40 mm (1 1/2") CLEAR FROM CONCRETE SURFACES. UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + 150 mm (60). 11. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF THE SPUR. 12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN MERIC 331 - 2 SHEET 2 OF 2 JUNCTION STRUCTURE -PIPE TO PIPE INLET ID > 600 mm 24") OR> 1/2 MAIN LINE ID LF 63 LF 2 EA 1 EA > �A� No, 62183 N � 10601 CHURCH STREET, STE. 107 DRAWN ATS/J/JKD/MJG SIERRA LAKES - TRACT 16097 SCALE: "-40 a Exp; 9-30-05 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 TITLE HEET _J DESIGNED BY: DATE: FEB. 2002 �� ATS/MJG - ---- T CI VIS- ��ct FOFCALIF� Date : I- -LI 'd ti N P VED BY:/ DUNCAN Ld -RE 62183 EXP. 9-30-05 41 R A d `'+ ✓ �oz CYN. RD. w C17Y ENGINEER R.C.E. 51152 DATE � Q co F h m w w w w Q Z m Q U Uw Li SUMMTQ AVENUE V) 0 -' S IT w Z V) U Q � O SIER w KES I_ PARK WA J Z U > HIGHLAND AVENUE m Q 2 W w m BASELINE AVENUE VICINITY MAP (NTS) NOTES I. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE MAIN LINE. OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER THAN 600 mm (241. B SHALL NOT EXCEED .75 D OR 975 mm (39"). 2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN, D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A REINFORCED MONOLITHIC ARCH. 3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH THE CONNECTOR PIPE CENTER LINE. 4. VALUES .FOR A. B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATIONS SHALL BE SHOWN ONLY WHEN REQUIRED PER NOTE 5. 5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY. b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION OF AN INLET PIPE. c. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE CATCH BASIN OR GRADE BREAK IN LINE. 6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN RADIALLY IF ANGLE A IS GREATER THAN 450, B IS LESS THAN OR EQUAL TO 600 mm (24") AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN .5 D: OTHERWISE. STANDARD PLAN 340 SHALL BE USED. 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE. 8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF THE SPUR. 9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12") ABOVE THE TOP OF THE MAIN LINE AND TO THE LIMITS OF THE CRADLE. IF CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE OPPOSITE INLET MAY BE OMITTED. 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M, GRADE 300, (ASTM A 615, GRADE 40), AND BE PLACED 40 mm (1 1/2") CLEAR FROM CONCRETE SURFACES. UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + 150 mm (60). 11. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF THE SPUR. 12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN MERIC 331 - 2 SHEET 2 OF 2 JUNCTION STRUCTURE -PIPE TO PIPE INLET ID > 600 mm 24") OR> 1/2 MAIN LINE ID CONSTRUCTION NOTES 11 -- INSTALL 24" RCP - D LOAD PER PROFILE. �— INSTALL 30" RCP - D LOAD PER PROFILE. 3�-- INSTALL 30" RCP - D LOAD PER PROFILE WITH CONCRETE BACKFILL PER DETAIL ON SHT. 2. 44 CONSTRUCT JUNCTION STRUCTURE PER APWA STD 331-2. 5a— RELOCATE CONFLICTING WATER CROSSING (BY FWC FORCES) BENCH MAPoC: No. 615 BA31S OF BEA�`� RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89'30'06'E ALONG OF CITRUS AVE. AND LOS CECROS THE No. LINE OF SEC. 30, T.1N.,R.5W., AVE., IN POWER POLE NO. 9011E B.M. PER R.S. 58/5, WAS USED AS ON THE EAST SIDE OF CITRUS AVE. THE BASIS OF BEARINGS FOR THIS EL-EVAIM 1467.59 LAN. QUANTITIES 240 LF 178 LF 63 LF 2 EA 1 EA . Innn n n.nn MIA Ml Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA I OF HpMAS ��c�,y� PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. W STORM DRAIN IMPROVEMENT PLANS > �A� No, 62183 N � 10601 CHURCH STREET, STE. 107 DRAWN ATS/J/JKD/MJG SIERRA LAKES - TRACT 16097 SCALE: "-40 a Exp; 9-30-05 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 TITLE HEET _J DESIGNED BY: DATE: FEB. 2002 �� ATS/MJG - ---- T CI VIS- ��ct FOFCALIF� Date : I- -LI 'd ti CHECKED BY: --- P VED BY:/ DRAWING NO.: 1 -RE 62183 EXP. 9-30-05 R A d `'+ ✓ �oz 2982 2 Ill C17Y ENGINEER R.C.E. 51152 DATE co . Innn n n.nn MIA Ml