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HomeMy WebLinkAbout3534-1GENERAL SEWER NOTES: 1 ALL WORK SHALL BE /N ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCEtL SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. ItJ t: WE-- R 2 WHEN A TECHN/CAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT #rmh AOT4 rl= CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN AV BOOK" THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY AV ENGINEER FOR RESOL U TION. TRA ke ivo 1 �55 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. MA P 4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVE- = 200' LOPMENT 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 CITY OF FONTANA ANY WORK /N PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS CALL (909) 350-7610. ATTN. • CARLOS NAVARRO 5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND 8353 SIERRA AVENUE PROCEDURES DESCRIBED /N THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST FONTANA, CA 92335 NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. (909) 350-6632 6 /T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, CRAWFORD CANYON MUTUAL WATER CO. 822-2201 FAX. • (909) DELINEA TORS, OR OTHER TRAFFIC CONTROL DEV/CES AT ALL TIMES. SO. CALIFORNIA GAS COMPANY 7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK ATTN. GREG GASPAR FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION 16231 VALLEY BLVD. OF INDUSTRIAL SAFETY. FONTANA, CA. 92335 8 THE WALLS AND FACES OF ALL EXCA VA TIONS GREA TER THAN FI VE (5) FEET /N DEP TH 428-811 SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS EMERGENCIES• (800) 427-2200 PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE UNDERGROUND SERVICE ALERT OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN SO. CALIFORNIA EDISON COMPANY THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 7951 REDWOOD AVE. 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED /N THE PUBLIC RIGHT-OF-WAY WITHOUT FONTANA, CA. 92335 OBTAINING A SEPARA TE PERM/ T FOR THA T PURPOSE. (909) 820-5598 - UNDERGROUND 10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE (909) 875-5100 - TRANSMISSIONS INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING N.TS. 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 EXCA VA TION. 11 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. 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIA TE AGENCY AUTHORIZA TION CONTRACTOR SHALL COORD/NA TE WITH THE APPROPR/A TE WA TER COMPANY FOR VAL VE OPERA TION AND WA TER REQUIREMENTS 13 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 14 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. 15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS W/ THOU T PRIOR NO TIF/CA TION TO THE Cl TY ENGINEER. 16 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 CONSTRUCT/ON 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. 17 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES /N THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES 18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATER/AL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21 A GEOTECHNICAL ENG/NEER SHALL CERT/FY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY /S OBTAINED. 22 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 23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 24 /F SEWER CONSTRUCTION /S TO BE DONE /N PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWN STREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 25 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V. C. P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P.. 26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. PRIVATE ENGINEERS NOTICE TO CONTRACTORS 27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR WALLS TO ALLOW FOR MINOR DEFLECTIONS /N ALIGNMENT STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF 28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO VERIFY ELEVATION AND LOCATION OF CONNECTIONS CITY APPROVAL OF CONNECTIONS EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS CONTRACTOR /S REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO SHOWN ON THE PLANS. PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR 29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 27. MINIMUM GRADE UNLESS OTHERWISE FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY APPROVED BY THE CITY ENGINEER. PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. 30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT-OF-WAY THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF "S" 31 THE SEWER CONTRACTOR SHALL STAMP AN S /N THE FACE OF THE CURB AT THE CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND LOCATION OF THE SEWER LATERAL PROPERTY. THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO 32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AGENCIES /MMED/A TEL Y. AND ALL LIABILITY REAL OR ALLEGED /N CONNECT/ON WITH THE 33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY PLACED, INSPECTED AND APPROVED. ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENG/NEER. 34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL TO PAVING OF STREETS REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE 35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT COMMENCEMENT OF WORK 36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING 37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, rr?rl rr A10 1-60-0 INDEX MA P SCALE: 1 " = 200' CITY OF FONTANA UTILITY NOTIFICATION LIST 357-6233 - DISTRIBUTION CITY OF FONTANA PACIFIC BELL CO. ATTN. • CARLOS NAVARRO ATTN. NORMA GU/LLOT 8353 SIERRA AVENUE 1265 N. VAN BUREN STREET FONTANA, CA 92335 SUITE 180 (909) 350-6632 ANAHEIM, CA 92807 CRAWFORD CANYON MUTUAL WATER CO. 822-2201 FAX. • (909) (714) 666-5401 SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) ATTN. GREG GASPAR ATTN: JACK HAYES 1205 16231 VALLEY BLVD. DUPONT AVENUE ONTARIO, CA. 91761 FONTANA, CA. 92335 (909) 390-4738 428-811 1, EMERGENCIES• (800) 427-2200 LENGTH OF CONCRETE ENCASEMENT PER PLAN. UNDERGROUND SERVICE ALERT VER/ZON SO. CALIFORNIA EDISON COMPANY ATTN. STEVE HOCK 7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. FONTANA, CA. 92335 POMONA, CA. 91766 (909) 820-5598 - UNDERGROUND (909) 469-6327 (909) 875-5100 - TRANSMISSIONS FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH GROUND SURFA E: 200-1.2 [A] - PER CEN APERCEN TA GE PASSING SIEVE 100 90-100 20-60 0-15 i 0-5 131 B AD/NG 908 6" MIN. 10" MAX. 3" MAX. SIZE - NA T/ VE SOIL COMPACTED 95% 6 MAX. SIZE NA T/ VE SOIL COMPACTED 90% V. C.P./ D.I.P. 10' OR DEEPER USE 1/2" - CRUSHED STONE BEDDING PER STD. SPECS FOR PUBLIC WORKS CONSTRUCTION TABLE 200 1.2 [A] i� VARIES 6" MIN. 10" MAX. 1 "MAX. SIZE SELECTED NA TI VE BEDDING COMPACTED TO 90% } o - S ,' p TYPICAL BEDDING DETAIL NOT TO SCALE a 5' PUE RA 5 CURB LINE DIST w o L N STREET C.L•� ca (cSs SEWER MAIN S 959' COMPACTED 6" 1NATIV� `O a 113000 P. S. I. a.�CONC. W _ z SEWER LATERAL \ - _ W • d t (213) 637-1233 - PIPELINES FONTANA WATER COMPANY NOTE. GRANULAR BEDD/NGS FROM SELECTED TRENCH SIDE (909) 357-6233 - DISTRIBUTION ATTN: MICHAEL J. McGRAW MATERIAL TO BE USED FOR BACKFILL AND 16540-2: 2, 8440 NUEVO AVENUE COMPACTED TO 957.. TR. NO. FONTANA, CA 92335 (909) 3, CRAWFORD CANYON MUTUAL WATER CO. 822-2201 FAX. • (909) CONCRETE ENCASEMENT SHALL BE 3000 P.S. L ATTN: BASIL J. FABR/Z/O 823-5046 CONCRETE POURED AGAINST UNDISTURBED EARTH. (909) 463-9580 TR. NO. 16540: 1, WEST SAN BERNARDINO WATER CO. LENGTH OF CONCRETE ENCASEMENT PER PLAN. UNDERGROUND SERVICE ALERT ATTN: LON TSAI (800) 422-4133 BASELINE CONCRETE ENCASEMENT DETAIL PART, ON THE BASIS OF INFORMATION COMPILED AND RIALTO, FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH N.TS. CATCH BASIN HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS STRIPING, BA RR/CA DES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SA T/SFA C TIONO REV. REVISION DESCR/PAON DA IE ENGR. C/TY DA TE OF THE CITY TRAFFIC ENGINEER. Q 38 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF(j RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. d-211 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REC . MI. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 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 BR/NG THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. NTS 8' MIN. 101! ' AVG 3' MIN, 5' MAX. SEWER LA TERAL VICINITY MAP N. T. S. CONSTRUCTION NOTES: 1� INSTALL 8" EXTRA STRENGTH V.C.P. SEWER. 2O- CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF- FONTANA STD. DWG. NO. 112 (0=48"). 3�- INSTALL 8" D.I.P. SEWER 4�- INSTALL 4" EXTRA STRENGTH V. C.P. SEWER LATERAL PER CITY OF FONTANA STD. DWG. NO. 125. 5O- REMOVE EXISTING 8" VCP PLUG AND JOIN EXIST PIPE - 6O- CONSTRUCT LATERAL WITH FLAT WYE w YWA TER MAIN & SERV./METER BY FONTANA WATER COMPANY -S NOTE: BACKFLOW PREVENTORS ARE REQUIRED IN THIS LOTS: r r QUANTITIES: 4,090 L.F. 17 EA. 118 L.F. 4,609 L.F./134 EA. 1 EA. 2 EA. TR. NO. 16540-1: 1, 5, 8, 20, 21, 22, 26, 27 TR. NO. 16540-2: 2, 3, 4, 6, 7 TR. NO. 16540-3: 3, 4, 5, 9, 10, 12, 13, 22, 23, 24, 25 TR. NO. 16540-4: 3, 4, 10, 11, 12, 13, 14, 18, 19, 20, 21, 22, 23 TR. NO. 16540: 1, 5, 6, 7 3/�©7STREET LIGHT BENCH MARK No. 615 BASIS OF BEARINGS: R,4 TION THE BEAR/NG OF N00' 16'44 "W ALONG RAILROAD SP/KE AT INTERSECCITRUS AVE. AND LOS ECCROS THE CENTERLINE OF CITRUS AVENUE, AS AVE., IN POWER POLE NO. 9011E SHOWN ON MAP OF TR. 15908, FILED ON THE EAST SIDE OF CITRUS AVE. IN BOOK 271, PAGES 34 THROUGH 39, INCLUSIVE, OF MAPS, RECORDS OF SAN ELEVA T/OP 1467.59 BERNARDCOUNTY, WAS USED AS SIERRA L A KES SPECIFIC PL A Al THE BAS/S OF BEAR/NGS FOR THIS MAP. Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA QOry PREPARED IN THE OFFICE OF �NoMAS s MADOLE AND ASSOCIATES, INC. SE WER I MPRO VEMEN T PLA NS DRAWN BY Q No. 62183 w 10601 CHURCH STREET, STE. 107 RK TRACT 16540,4-2.4 , & _4 SCALEAS SHOWN Expi 9-30-05 RANCHO CUCAMONGA, CA 91730 PHONE 19091 948-1311 DESIGNED BY. Ti TCI�HEE T DA SEPT 2003 CIVI\- ��'.�Q ii � MCA ' FUFCA�IFD Date : Z•ii•� CHECKED BY PP WD BY. / DRAWING N0. RC 62183 EXP. 9-30-05 2 f l/ RM lTY ENG/NEE R. C. E. 51152 D 7E 3534 6 W W J:\826-1183\sewer\SEW01.dwg, 02/10/2004 02:55:57 PM, MCA i LEGEND: FCE DETAIL SEWER MAIN SEWER LATERAL WATER MAIN i� WATER SERVICE SEWER MANHOLE FIRE HYDRANT R,I " : STORM DRAIN THESE RECORD DRXVIN S HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH CATCH BASIN HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF 3/�©7STREET LIGHT BENCH MARK No. 615 BASIS OF BEARINGS: R,4 TION THE BEAR/NG OF N00' 16'44 "W ALONG RAILROAD SP/KE AT INTERSECCITRUS AVE. AND LOS ECCROS THE CENTERLINE OF CITRUS AVENUE, AS AVE., IN POWER POLE NO. 9011E SHOWN ON MAP OF TR. 15908, FILED ON THE EAST SIDE OF CITRUS AVE. IN BOOK 271, PAGES 34 THROUGH 39, INCLUSIVE, OF MAPS, RECORDS OF SAN ELEVA T/OP 1467.59 BERNARDCOUNTY, WAS USED AS SIERRA L A KES SPECIFIC PL A Al THE BAS/S OF BEAR/NGS FOR THIS MAP. Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA QOry PREPARED IN THE OFFICE OF �NoMAS s MADOLE AND ASSOCIATES, INC. SE WER I MPRO VEMEN T PLA NS DRAWN BY Q No. 62183 w 10601 CHURCH STREET, STE. 107 RK TRACT 16540,4-2.4 , & _4 SCALEAS SHOWN Expi 9-30-05 RANCHO CUCAMONGA, CA 91730 PHONE 19091 948-1311 DESIGNED BY. Ti TCI�HEE T DA SEPT 2003 CIVI\- ��'.�Q ii � MCA ' FUFCA�IFD Date : Z•ii•� CHECKED BY PP WD BY. / DRAWING N0. RC 62183 EXP. 9-30-05 2 f l/ RM lTY ENG/NEE R. C. E. 51152 D 7E 3534 6 W W J:\826-1183\sewer\SEW01.dwg, 02/10/2004 02:55:57 PM, MCA i